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DIVISION OF WATER QUALITY
GROUNDWATER SECTION
Y
NIFNIORAND ITM
TO:
Regional Office
FROM: Wit - h LfdO' C M
SUBJECT: Application for Permit Renewal,
New Permit
COMMENTS:
Permit Amendment
SEP 2 01990
Nt ",loth `i t
Repair/Alteration of Exist. Disposal System (DEHJ
Facility Name: Lhav-epl'A
j�
County:
Type of Project:
APPLICABLE PERtiIIT NO.s: WQ QdR � // S GW 9
DEH
EPA (CONST. GRANTS)
ANIMAL WASTE (DWQ)
AtoC
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor. so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED N THE REGIONAL OFFICE, PLEASE LET ME
KNOW.
The Groundwater Section has received ONLY ONE fll copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED N THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
(1 The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents we received is attached.
Please review the application materials for completeness. If you feel additional information is necessary, please
let me know no later than =�� 1190e.. A copy of any formal request for additional information
will be forwarded to you.
If you do not need anv additional information to complete your review, please provide your final comments
by J9Gfdd A,- �r l ��'t % . If you request and/or receive additional information, your final comments
are due no Mer than 14 days after you receive the additional information.
\9-98TRAN.SHL (rev. 9/29/98)

August 27, 1999
NCDENR — Division of Water Quality
Non -Discharge Permitting Unit
P.O. Box 29535
Raleigh, NC 27626-0535
RE: Renewal of Permit No. WQ0004115
Champion Hills Property Owners Association, Inc.
Henderson County
Gentlemen:
We would like to renew our Spray Irrigation Disposal Permit No. WQ0004115,
which is due to expire on March 31, 2000. Per your letter of July 8, 1999, we are pleased
to attach the following documents with this request:
1. The original and three copies of Sections I,11 and Signature page of the
application forma
2. A check in the amount of $200.00 to cover the renewal fee.
Thank you for your consideration.
Sincerely, \
President /
RDS: jsy
enclosures
wq�RFCE/ L/�Q(J,q��s CpON
ICY
Normo. 1999
V
I HAGEN DRNE / HENDERSOWLLE; NC 28739-8964 / [phone] / FAX [phone]
E-MAIL, [e-mail]

State of North Carolina,,--,, "?
Department of Environment, Health and Natural Resources
Division of Environmental ManagemenIR E C E I V E D
AIM WhITY SECTION
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIG O' i. 99
SPRAY IRRIGATION DISPOSAL SYSTEMS
Non-CNschargs Permitting
I. GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
- . - - . .I_ i I V. 102_ .., r aI A,# 1/JRSOC A<tSetsAT�O
2. Print Owners or Signing Official's name and title*(the person who is legally responsible for the facility and its compliance):
.Q �► S �; ip c/QAr.V T
co G�1 �p�o�V i�/i
Is i0A / i1A&eX)
3. Mailing address:
c�cy. Stater /{rC- Zip:��
Telephone Number. ( _
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters of flow acceptance, operational Agreements, etc.):
9:2" 91&ej /�i//I�,t s �D,cF V/V.Ty
5. Location of Spray Irrigation Facility sStreet Address):
City: ��;yD�:'1P C OAJ✓/ E� State: /t% G Zip:
t
6. Latitude: 133- 17 Z 0; Longitude 82 3/ 24 of Spray Irrigation Facili
7. Contact person who can answer questions about application:
G�
l�Tel mber.
Name: �/.t•�/A17 � .CA/� �_. ePhone Nu
8. Application Date: hmc to a T 3
9. Fee Submitted: $ 2 O d 00[The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).1
10. County(ies) where project is located:
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM): _
2. Specify whether project is: new; renewal'"; modification
For renewals, complete only sections I, II, and applicant signature (on page 7). Submit only pages 1, 2, and 7 (original
and three copies of each). Engineer's signature not required for renewal without other modifications.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number, Q �_ and its issue date t ZO 69A.
4. Specify whether the applicant is public or __ private.
FORM: SIDS 06/94 Page 1 of 8

,ame, and Complete Address of Engineering Firm:
City:
Telephone Number: ( )
Professional Engineer's Certification:
S tate:
1, , attest that this application for
M
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
CKRMV( QE.1 VI LLS ,attest that this application for
MMITlY
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that all required supporting information and attachments are not included, this application package
will be retumed ete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: SIDS 06/94 Page 7 of 8

;Mate of North Cara_ is
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr„ P.E„ Director
February 2, 1997
Champion Hills Property Owners' Association
1000 Indian Cave Road
Hendersonville, NC 28739
Attn: Mr. Patrick S. O'Brien
SUBJECT: Monitor Wells' Abandonment
Permit No. WQ0004115
Champion Hills Property Owners' Association
Champion Hills Subdivision
Wastewater Spray Irrigation
Henderson County
Dear Mr. O'Brien:
IDEF.HNFZ
FEB -� 51997
In accordance with the policy of the Division of Water Quality's Groundwater Section to
ensure the good quality of North Carolina's groundwater, the referenced Permit, issued October 29,
1996, requires several activities related to groundwater monitoring. The following guidelines and
forms are presented to assist you in complying with those requirements. If you have any questions
concerning these matters, you should contact Don Link at the address shown below to discuss the
requirements relevant to your specific facility:
Asheville Regional Office
Interchange Building -- 59 Woodfin Place
Asheville, NC 28801
[phone]
Groundwater Condition No. IV.l.: On or before December 29, 1996, monitor wells
MW -1 and MW 2 must be abandoned in accordance with 15A NCAC 2C.01 13(a)(2) (Abandonment
of Wells). Well Abandonment Records (form GW -30) must be submitted to the Asheville Regional
Office upon abandonment of the monitor wells within thirty (30) days of well abandonment.
Groundwater Section, �'r Voice 919-733-3221 FAX [phone]
P.O. Bou 29578, Raleigh, North Carolina 27626-0578 An Equal Opportunity/AfifirMative Action Employer
2728 Capital Blvd., Raleigh, North Carolina 2760 50°% recycles/ 10% post -consumer paper

5. A record shall be maintained of all residuals removed from this facility. This record shall
include the name of the hauler, permit authorizing the disposal or a letter from a
municipality agreeing to accept the residuals, date the residuals were hauled, and volume of
residuals removed.
6. A maintenance log shall be maintained at this facility including but not limited to the
following items:
a. Daily sampling results including residual chlorine, settleable matter, and dissolved
oxygen in the aeration basin and at the clarifier weir.
b . Visual observations of the plant and plant site.
C. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.).
d . Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
7. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester; the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility`
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
C. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility.
d. Any time that self-monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
I V . GROUNDWATER REQUIREMENTS
1. Within 60 days of permit issuance, monitoring wells MW -1 and MW -2 shall be abandoned
according to 15A NCAC 2C .0113 (Abandonment of Wells) in the 15A NCAC 2C .0100
Well Construction Standards.
2. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
3. The COMPLIANCE BOUNDARY and REVIEW BOUNDARY.for the disposal system is
specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards.
For disposal systems using reclaimed water, regulations 15A 2H .0219(k) specifies that
both the Compliance Boundary and Review Boundary are established at the property
boundary. An exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to immediate remediation action in addition to the penalty provision
applicable under General Statute 143-215.6A(a)(1).
5

Mate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor —oil
Jonathan B. Howes, Secretary
A. Preston Howard, .fir., P.E., Director
Asheville Regional Office
GROUNDWATER SECTION
November 8, 1996
Mr. Phil Whaling
Champion Hills Property Owner's Association
1000 Indian Cave Road
Hendersonville, North Carolina 28739
Dear Mr. Whaling:
Subject: Monitor Well Abandonment
Champion Hills Subdivision
Permit No. WQ0004115
Henderson County
As required in the subject permit dated October 29, 1996, the two
monitor wells, MW -1 and MW -2, shall be abandoned according to 15A
NCAC 2C .0113 within 60 days of permit issuance. Enclosed is a
record of well abandonment to be submitted to this office upon
completion.
If you have any comments or questions, please contact me at (704)
251-6208.
Sincerely,
Laura Kay Dechant
Hydrogeologist
\lkd
cc: Bob Cheek
Interchange Building, 59 Woodfin Place A FAX [phone]
Asheville, North Carolina 28801 N 4FC AnEqial OpOorttinity/Affirmativ(-Action En)r>loyer

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
September 3, 1996
MEMORANDUM
To: Carolyn McCaskill
Through: Bob Cheek P"'
From: Ken Pohlig, P.E. n�
Subject: Champion Hills Property Owners Association
Spray Irrigation: Water Re -Use
Henderson County
WQ0004115/GW96106
Ray Cox: SERG Review Engineer
The Groundwater Section has reviewed the subject renewal permit application, which consists
of a 140,000 GPD wastewater treatment facility serving a domestic sub -division, golf course and
country club, with effluent discharge via spray irrigation. The existing permit allows for a two dual -
train 70,000 GPD packaged treatment plants, a 140,000 GPD tertiary filter, a 700,000 GPD (5 -day)
effluent holding pond (with a synthetic liner), and a 2.4 million gallon irrigation pond (unlined). The
existing permit calls for the effluent to be discharged via spray irrigation onto 5 of the golf course
fairways (#12, 13, 14, 15, and 16), which is approximately 21 acres. The application requests that
the effluent be allowed to be spray onto the entire golf course fairway system (except two, which do
not have fairways). Thus, the overall spray irrigation loading rate will be cut in half, which will
reduce the potential impact of creating contaminated groundwater.
The soils of the fairways to be added are sandy, clayey loam and coarser for the most part,
similar to the fairways in the existing permit. Groundwater is present at depths ranging from 3 to 10
feet below land surface. Mounding analysis does not indicate a potential mounding problem with the
proposed low loading rate of 0.0765 GPD/ftZ.
The existing permit calls for two groundwater monitoring wells (installed in 1993) to be
sampled three time per year. One monitoring well is down -gradient of the treatment facility, and the
other monitoring well is down -gradient of the 2.4 million gallon irrigation pond. The compliance data
from the two monitoring wells does not show any groundwater contaminant problem. Also, because
the golf course is built on the side of a mountain, the nearest property line to the wells is up -gradient
from the monitoring wells. The next closest property line is almost 2,000 feet away, with hills and
valleys in between. Thus, the likelihood of detected groundwater violations migrating across a
property line is remote.

Therefore, the Groundwater Section recommends that the two monitoring wells be
abandoned.
The Groundwater Section does not object to the issuance of the subject renewal permit as
long as the following conditions are included in the permit:
(1) Within sixty (60) days of permit reissuance, monitoring wells MW -1 and
MW -2 shall be abandoned according to 15A NCAC 2C.0113 (Abandonment
of Wells) in the 15A NCAC 2C.0100 Well Construction Standards.
(2) Any groundwater quality monitoring, as deemed necessary by the Division,
shall be provided.
(3) The COMPLIANCE BOUNDARY and REVIEW BOUNDARY for the disposal
system are specified by regulations in 15A NCAC 2L, Groundwater Classifications
and Standards. For disposal systems using reclaimed water, regulations 15A
2H.0219(k) specifies that both the Compliance Boundary and Review Boundary are
established at the property boundary. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate
remediation action in addition to the penalty provisions applicable under General
Statute 143-215.6A(a)(1).
If there are any questions please call me at 715-6161.
cc: Don Link
Permit Files
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ASHEVILLE REGIONAL OFFICE
June 28, 1996
MEMORANDUM
TO: Ken Pohlig
THROUGH: Don Link,
FROM: Kay Dechant
SUBJECT Permit Renewal
Champion Hills POA
Spray Irrigation - Reuse
WQ0004115 GW96106
Henderson. County
Renewal of the subject permit is recommended. The facility is
currently conducting groundwater monitoring and have exhibited no
confirmed violations of groundwater quality standards.
Please contact me at [phone] if you have any comments or
questions

GROUNDWATER SECTION GW # r''>
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BYDATE FIELD INVESTIGATION? (Y/N)jl
FACILITY NAMEj_--�+' 'trfzyy le ' COUNTY
LOCATION — ��<'s'f��°-' �'�`
TYPE OF DISPOSAL SYSTEM (LAGOON, ETC.)DESIGN CAP. (GPD) i
DESCRIPTION OF FACILITYy' ` '� , , rr' . � ' #, ; • >; ell
,Fri �- r' g�.a .� . �n,. <. .� 'P'`h - w#� ,.fi9. r P."• > .F `:!�' ' F..
SIZE OF IMPOUNDMENT (FT. SO.j &YOR SIZE O* APPLICATION AREA
WASTE SOURCE: MUN. SLUDGE MUN. W. WATER: PRIMARY SECONDARY 'TERTIARY
IND. SLUDGE IND. WELL WATER OTHERS:
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM FT., WELL FT.
FOR WELL: TYPE OF USE , DEPTH PUMP RATE (EST.)
WHAT DESIGN CONDITIONS WILL REDUCE/INCREASE CHANCE OF GW CONTAMINATION:
WHAT NATURAL SITE CONDITIONS WILL#666EACREASE CHANCE OF GW CONTAMINATION: "
1" r
DEPTH TO: BEDROCK ' ` FT., SEASONAL HIGH W.T. 25 FT., ANNUAL W.T. FLUX FT.
SURFICIAL AQUIFER BEDROCK/ARTESIAN AQUIFER
GEN. LITHOLOGyr<f
HYD. COND. FT./DAY 0 MEASURED FT.IDAY MEASURED
ESTIMATED ❑ ESTIMATED
THICKNESS` *Aw.. FT
NO. OF MONITER WELLS: PROPOSED: UP DOWN ; EXISTING: UP DOWN
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION=
T 1 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL.) _ SITUATION GRADE=
PROPOSED SAMPLING SCHEDULE & PARAMETER(S): 'Sqzu e ez ,n ,%`-'_ f'X`t
ej J6,
HAVE THERE BEEN ANY EXCEEDANCES OF THE GROUNDWATER STANDARDS? YES NO
HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES NO �� DATE OF ACTION:
BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN:
REMARKS/ RECOMMENDATIONS (Continue on reverse, If necessary): iee-oLixlJ4
ufr
GW -48 Revised 04194 HYD. EGIONAL SUPERVISOR

foCiiity:
_
County .
3100 - 6200 501 - low 161-2 50 61-100
W0
�1
,evlewer :
11?4
Date :
Slfo i
ler than geder
Determine if» distance point vales 0 1 2 3 4 6 6 7 d 9'
on ground between con-
landration source and Distance
In � i+ _ 200D300 _299 7A - 149 ' 74 36 - 49 10.10
a
water supply (wet 20-34 0-9
strearro. Distance In 62M 1001-3100 251- 600 tot 160 31 d0
Estimate water
table gradient
feel
3100 - 6200 501 - low 161-2 50 61-100
0-30
Gradenf
NUIA:
M water table In permeable bedrock pf. value •6; In poorly permeable bedrock
leu than
ler than geder
groats►
pl. value . 4
on wafer
2 percent
Point "also 0 1 2 J 4 b 6 7 e
V
EMiltat
Estimate maple
to
to the water table
Meters
60+ 30:60 20-29 12-29 611 5-7 3.f 15-25 6-1
0
beWw base of con-
Feet
200* 91-200 61-90 36-60 26-35 16.25 9-115 3-8 0-2
0
fominatbn source
toward
9A
than 1000
more than 5 % of
supply water
Wolof
I
the year.
not the
and is the *Wply
wpply
Estimate water
table gradient
Water table Gradient Gradiw t
Gooden,
Gradient Gradient
Gradenf
from coniomin-
gradient and away tom dmod
flow direction flal
leu than
ler than geder
groats►
alien site
on wafer
2 percent
2 percen t than 2
than 2
OA
suppler that
toward
towoed percent
percent
are closer
water
water toward
toward
9A
than 1000
supply but
supply water
Wolof
I
meters
not the
and is the *Wply
wpply
1 11
anticipated
anticipated but nal
and Is the
II
direction of
drection of the oW
anticipated
1D
2F
flow
flow clpatea
direction
IF
bS
dlrecflon
of flow
20 -24
OC
of flow
- IE
1 mate of
rrneablllty-
sorption for the
waste disposal file.
(2) A Row - Rock > too
feetand below�
solace
12
(3j I column -bedrock i
poorly
Pemieoble
0
(4) II column - bedrock -
«very 4 6
t"+bable
Clay With Clem
no more Sand with Sand with gravel or
than 50 % 15-30% ler than Clean tine coarse
Clav --A —
Distance Pt. Volue
(Step 1)
Depth Pt, Value
W.T. (Step 2)
Gradient Pt. Value
(Step 3)
U20A
Degree or confidence In accuracy of values
21"? dA
Point of concern with regard to contamlinarf source is
nrvre : n nearocn or lana *woce, use 10 (p" appropriate letteq
A - very confident
B • fairly confident
C -with low confidence
W near by well
S • spring / dream
8 . perimeter of complonce
AddUlond Qrdf%r (Circle Only One)
D . Cone of depression or nearby pumping wel hos.
or will likely. Influence contaminant flow
E • Distance In Step I based on separation from
contaminant Plum rather than point source
F . Waste source In groundwater discharge area,
thus mInknal groundwater contamination of depth / dislamce
K s Amea underlain by coverous Imedone
M . FkAd maundng r.undw site highly likely
P . Site has poor percolation potential (value of 3 or Is" In Step 4
Q - Wade sauce In groundwater recharge area
T . Water table In very highly Roctured or caverous rock
V ■ Ste underlain by I or more arleslan aquifers
Category
(Step 4)
Confidence
(Step 5)
Port of Concern
(Step 6A)
Qua1 �, r
(Step 6B)
r
Moro than 30
OA
0
2A
4A
6A
M
9A
More than 95
--;;--29
1
—IC
I
i'
F1
1
it
1 11
t -
II
I
II
08
1D
2F
JE
4r3
OF 6E
IF
bS
(>q
9M
20 -24
OC
2C
- IE
31)
4D
6E
5G 6F
7G
OF
9H
9N
60.74
5-19
OD
38
IF
4C
4E
6C
6H 7D
7H
11G
91
90
46.59
10-14
OF
48
2D
58
4F
60
Of 7E
71
9D
OJ
9P
28-45
3-9
18
68
2E
78
6C
7C
&) 80
7.1
9E
9K
90
10-27
Len than J
IB
88
3C
8C
SD
OB
5K 9C
7K
9F
9L
9R
Lou than I
Bedrock d Ind vjrfbce; 1.SZ. 1 I = 9I
U20A
Degree or confidence In accuracy of values
21"? dA
Point of concern with regard to contamlinarf source is
nrvre : n nearocn or lana *woce, use 10 (p" appropriate letteq
A - very confident
B • fairly confident
C -with low confidence
W near by well
S • spring / dream
8 . perimeter of complonce
AddUlond Qrdf%r (Circle Only One)
D . Cone of depression or nearby pumping wel hos.
or will likely. Influence contaminant flow
E • Distance In Step I based on separation from
contaminant Plum rather than point source
F . Waste source In groundwater discharge area,
thus mInknal groundwater contamination of depth / dislamce
K s Amea underlain by coverous Imedone
M . FkAd maundng r.undw site highly likely
P . Site has poor percolation potential (value of 3 or Is" In Step 4
Q - Wade sauce In groundwater recharge area
T . Water table In very highly Roctured or caverous rock
V ■ Ste underlain by I or more arleslan aquifers
Category
(Step 4)
Confidence
(Step 5)
Port of Concern
(Step 6A)
Qua1 �, r
(Step 6B)

WASTE bISPOSAL PERMIT APPLICATION REVIEW WORKSHEET (CONT.)
SITUATION RATING TABLE
To be used for Step 9 ( Natural) and Stop 10 (Modified ) (Step 10)
SITUATION RATING PROBABILITY OF SITUATION
( Combined Value) CONTAMINATION DEGREE OF ACCEPTABILITY GRADE
B arlas Improbable Paobabty 0000plable A
Probably 000epiabla or B
movoinaly unacceptable
-3 to +3 ? Acceptance unoartoin C
+4 to +7 Probably Probobt✓ unacceptable D
or maphciy 000eplaWe
+8 or more Very Probable Almod certain to be F
unacceptable
The probaollty of contornarnkwllanrram dluallons having values between t 7 and - 7 M difficult to categorize
saMsfoctorly. Therefore, this range of volues represented by grades 6 and C. Is designed only by a question mark.
Acceptance or rejection of as site for the Intended purpose Is a responsTolity of the particular regulatory agency
and may depend on special requirements of the agency or on foo "Ity and execution of approved
engheerhg of a site (Stage, 4 ).
r
Site Numerical description
Told step 1 step 2 Step 3
Slap 4
Step 6
Step 6A Step 68
( Add Stet 1- 4 (Om# tetter) )
slhr Grade based on Hydrogeologlc Parameter
�1
Hazard Potential MaW ldentltler (HPM
(Choose One) D G
I
b E
H a
A C
F
HPMI
4
Told
Perm / gip.
HPM
(1) Numetical Site Description ( from stop 7)
� • »
+ f,
Q) PAR VALUE (Stade 3)
SITUATION RATING : (1)- a)
FF 1
(table below)
SINATION GRADE,
E4:1
no 1116 miRscano
f (see table below
Ten to SITUATION GRADE
e moclificaflonil
pee table below)
SITUATION RATING TABLE
To be used for Step 9 ( Natural) and Stop 10 (Modified ) (Step 10)
SITUATION RATING PROBABILITY OF SITUATION
( Combined Value) CONTAMINATION DEGREE OF ACCEPTABILITY GRADE
B arlas Improbable Paobabty 0000plable A
Probably 000epiabla or B
movoinaly unacceptable
-3 to +3 ? Acceptance unoartoin C
+4 to +7 Probably Probobt✓ unacceptable D
or maphciy 000eplaWe
+8 or more Very Probable Almod certain to be F
unacceptable
The probaollty of contornarnkwllanrram dluallons having values between t 7 and - 7 M difficult to categorize
saMsfoctorly. Therefore, this range of volues represented by grades 6 and C. Is designed only by a question mark.
Acceptance or rejection of as site for the Intended purpose Is a responsTolity of the particular regulatory agency
and may depend on special requirements of the agency or on foo "Ity and execution of approved
engheerhg of a site (Stage, 4 ).
r

,rate of North Clina-
Department of L.,_Aronment,
Health and Natural Resources •
Division of Environmental Management
James B. Hunt, Governor EDF-=HNF;Z
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 25, 1995
Branigar Organization, Inc.
1000 Indian Cave Road
Hendersonville, NC 28739
Attn: Mr. Patrick S. O'Brien
Vice President
SUBJECT: Permit No. WQ0004115/GW95066
Branigar Organization, Inc.
Champion Hills
Wastewater Spray Irrigation
Henderson County
Dear Mr. O'Brien:
In accordance with the policy of the Division of Environmental
Management to ensure the good quality of North Carolina's
groundwater, the referenced Permit requires several activities
related to groundwater monitoring. The following guidelines and
forms are presented to assist you in complying with those
requirements. If you have any questions concerning these matters,
you should contact Don Link at the address shown below to discuss
the requirements relevant to your specific facility:
Asheville Regional Office
Interchange Building -- 59 Woodfin Place
Asheville, NC 28801
[phone]
Condition No. IV.1.: Sampling of the referenced wells on the
schedule and for the constituents listed below:
SCHEDULE
CONSTITUENTS
P.O. Box', 953'
Ground r .. r S� � An Equ �
Monitor wells MW#1 and MW#2 shall be sampled every
March, July, and November.
Ammonia Nitrogen pH
Chloride TOC
Fecal Coliforms Total Dissolved Solids
NO Total Suspended Solids
Orthophosphate Water Levels
Volatile Organic Compounds - In November only (by
Method l or 2 below)
, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

5. A record shall maintained of all residuals removed �, this facility. This record shall
include the name of the hauler, permit authorizing the disposal or a letter from a
municipality agreeing to accept the residuals, date the residuals were hauled, and volume of
residuals removed.
6. A maintenance log shall be maintained at this facility including but not limited to the
following items:
a. Daily sampling results including residual chlorine, settleable matter, and dissolved
oxygen in the aeration basin and at the clarifier weir.
b. Visual observations of the plant and plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
7. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester; the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility.
d. Anytime that self-monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
Monitor wells MW#1 and MW#2 shall be sampled every March, July and November for
the following parameters:
NO3 Ammonia Nitrogen
TDS TOC
pg Water Level
Chloride Fecal Coliforms
Orthophosphate Total Suspended Solids
Volatile Organic Compounds - In November 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
5

The survey sh-` )e conducted using approved practices 'lined in North Carolina General
Statutes Chapti& K and the North Carolina Administaive Code Title 21, Chapter 56.
The surveyor shall establish a horizontal control monument on the property of the waste
disposal system and determine the latitude and longitude of this horizontal control
monument to a horizontal positional accuracy of +/- 10 feet. All other features listed in a.
through e. above shall be surveyed relative to this horizontal control monument. The
positional accuracy of features listed in a. through e. above shall have a ratio of precision
not to exceed an error of closure of 1 foot per 10,000 feet of perimeter of the survey. Any
features located by the radial method will be located from a minimum of two points.
Horizontal control monument shall be installed in such a manner and made of such
materials that the monument will not be destroyed due to activities that may take place on
the property. The map shall also be surveyed using the North American Datum of 1983
coordinate system and shall indicate the datum on the map. All bearings or azimuths shall
be based on either the true or NAD 83 grid meridian. If. a Global Positioning System
(GPS) is used to determine the latitude and longitude of the horizontal control monument, a
GPS receiver that has the capability to perform differential GPS shall be used and all data
collected by the GPS receiver will be differentially corrected.
The maps and any supporting documentation shall be sent to the Groundwater Section,
N.C. Division of Environmental Management P.O. Box 29535 Raleigh, N.C. 27626-
0535.
5. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface.
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities
to prevent malfunctions and deterioration, operator errors and discharges which may cause
or lead to the release of wastes to the environment, a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained by the Permittee for a period
of three years from the date of the inspection and shall be made available upon request to
the Division of Environmental Management or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site or facility at any reasonable time for the
purpose of determining compliance with this permit; may inspect or copy any records that
must be maintained under the terms and conditions of this permit, and may obtain samples
of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
April 3, 1995
MEMORANDUM
To: Carolyn McCaskill
Through: Bob Cheek a-VY7
From: Brian Wagner
Subject: Branigar Organization
Spray Irrigation
Henderson County
WQ0004115/GW95066
( Ray Cox: DEM SERG Review Engineer)
R
APR 1 1995
The Groundwater Section has reviewed the subject permit renewal application and
recommends reissuance of the permit with the following conditions:
*1. Monitor wells MW#1 and MW#2 shall be sampled every March, July, and November
for the following parameters:
NO3 Ammonia Nitrogen
TDS TUC
pH Water Level
Chloride Fecal Coliforms
Orthophosphate Total Suspended Solids
Volatile Organic Compounds - In November 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
2. The measurement of water levels must be made prior to sampling for the remaining
parameters. The depth to water in each well shall be measured from the surveyed point
on the top of the casing.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to
provide the relative elevation of the measuring point for each monitoring well.
4. 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

J
individual constituents comprising this TOC concentration. If the TOC concentration
as measured in the background 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.
5. If any volatile organic compounds are detected by method 6230D, or the equivalent
method 502.2, then the Asheville Regional Office groundwater supervisor [phone
number: [phone]] must be contacted immediately for further instructions
regarding any additional follow-up analyses required. The results of all initial and
follow-up analyses must be submitted simultaneously.
6. The results of the sampling and analysis shall be sent to the Groundwater Section,
Permits and Compliance Unit, P.O. Box 29535 Raleigh, N.C. 27626-0535 on Form
GW -59 [Compliance Monitoring Report Form] every April, August, and December.
7. Any additional groundwater quality monitoring, as deemed necessary by the Division,
shall be provided.
8. No land application of waste activities shall be undertaken when the seasonal high
water table is less than three feet below land surface.
9. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations
in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance
Boundary for disposal systems constructed after December 31, 1983 is established at
either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of
Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
immediate remediation action in addition to the penalty provisions applicable under
General Statute 143-215.6A(a)(1).
10. In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around
the disposal systems midway between the Compliance Boundary and the perimeter of
the waste disposal area. Any exceedance of standards at the Review Boundary shall
require remediation action on the part of the permittee.
* 11. Within sixty (60) days of permit issuance, the permittee shall submit two original
copies of a scaled map (scale no greater than 1":100') signed and sealed by a state
licensed land surveyor that indicates all of the following information:
a. the location and identity of each monitoring well,
b. the location of all components of the waste disposal system,
c. the location of all property boundaries,
d. the latitude and longitude of the established horizontal control monument,
e. the relative elevation of the top of the well casing (which shall be known as
the "measuring point"), and
f. the depth of water below the measuring point at the time the measuring point
is established.

This survey shall be conducted using approved practices outlined in North Carolina
General Statutes Chapter 89C and the North Carolina Administrative Code Title 21,
Chapter 56. The surveyor shall establish a horizontal control monument on the
property of the waste disposal system and determine the latitude and longitude of this
horizontal control monument to a horizontal positional accuracy of +/-10 feet. All
other features listed in a. through e. above shall be surveyed relative to this horizontal
control monument. The positional accuracy of features listed in a. through e. above
shall have a ratio of precision not to exceed an error of closure of 1 foot per 10,000 feet
of perimeter of the survey. Any features located by the radial method will be located
from a minimum of two points. Horizontal control monuments shall be installed in
such a manner and made of such materials that the monument will not be destroyed
due to activities that may take place on the property. The map shall also be surveyed
using the North American Datum of 1983 coordinate system and shall indicate the
datum on the map. All bearings or azimuths shall be based on either the true or NAD
83 grid meridian. If a Global Positioning System (GPS) is used to determine the
latitude and longitude of the horizontal control monument, a GPS receiver that has the
capability to perform differential GPS shall be used and all data collected by the GPS
receiver will be differentially corrected.
The maps and any supporting documentation shall be sent to the Groundwater Section,
N.C. Division of Environmental Management P.O. Box 29535 Raleigh, N.C. 27626-
0535.
Note: * = different from standard language
cc: Don Link
Central Files
Permit Files
baw/95066.doc

GROUNDWATER SECTION
ASHEVILLE REGIONAL OFFICE
March 23, 1995
MEMORANDUM
TO: Brian Wagner
THROUGH: Don Link
FROM: Kay Dechant�' —
SUB jECT: Permit Renewal Review
Branigar Organization, Inc.
WQ 0004115 GW 95066
Henderson County
Renewal of the subject permit is recommended with the same
conditions for groundwater monitoring that is in the preqent
permit. Groundwater monitoring has been conducted at this site
since October 1993 showing no apparent impact from waste disposal
activities.
If you have any comments or questions, please call me.

GROUNDWATER SECTTON
ASHEVILLE R76IONAL OFFICE
March 23, 1995
MEMORANDUM:
TO: Brian Wagner
THROUGH: Don Link
FROM: Kay DechantAr-
SUBiECT: Permit Renewal Review
Branigar organization, Tnc.
WQ 0004115 GW 9506'';
Henderson County
Renewal of the subject permit is rpcommendod with the same
conditions for groundwater monitoring that is in the present
permit. Groundwater monitoring has been conducted at this site
since October 1993 showing no apparent impact from waste disposal
activities.
If you have any comments or questions, please call me.

GROUNDWATER SECTION \ ! n ', f r /� /' l
l� V V fit ?. 3 J
DIVISION OF ENVIRON ,ENITAi,_ MANAGEMIENT
RECORD OF WASTE DISP02AL P'F, ;%UT APPLICATION !_VE7%v
REVIEW BY � ;,r- f�.��� DATE j �? ���_.� FIELD (NV ',STIC�/;TIO�a. (Y/N)
FACILITY NAME f� �°r�(� �^ C�1 :' fir �?a �1:. -� COUNTY
LOCATIONti.r.°�--
TYPE OF DISPOSAL SYSTEM (LAGOON, ETC.) f"G e !'.f_, r+�_ DESI�)N CAP. (GPD) —.
DESCRIPTION OF FACILITY ,rt<,��
SIDE OF�IiVIPOUNDlVlE�lT!1 T. SO.) &/OF aIZE OF Ai'�'LlCATION AREA
WASTE SOIiF�E,: MJ�. SLUDGE MUN. W. WATER: —PRIMARY .—SECONDARY
� "TF RTiA=rtiY
IND. SLUDGE IND. WELL WATER ---0 T HEi S: ---
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM _—_—I=T., WI LL _/_ �P__ i -T.
FOR WELL: TYPE OF USE , DEPTH PU ,4P RATE (EST.)
WHAT DESIGN CONDITIONS WILL REDUCE/INCREASE CI ANCE OF GW CONTAMINATION:
WHAT NATURAL SITE CONDITIONS .WILL REDUCEANCREASE CHANCE OF GW CONTAMINATION: —_
DEPT, TO: BEDROCK ^ 1��._ FT., SEASONAL HIGH W.T. _� _-_ FT., AeINUA1- W.T. FLUX 1 --FT.
u URr 1C(AL AQUIFER (_ B nr OGK/AR i CSIAN A.QUiF'i-_R
i
GEN. LlTHOLQGY'✓�t� CC4''`�!'.: _ _ _._
�l MEASURED / � U MEASUI',Ela
HYD. COND. FTJDAY U ESTIMATED ',L4.FT./DAY ESTIMATED
THICKNESS _r
NO. OF MONiTER WELLS: F_'RQLQL�L,: UP DOWN (' ; EXISTING: UP_J DOWN
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION- -
T t 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL.) = C/� 3� SITUATION GRADE=
PROPOSED SAMPLING SCHEDUL-E & PARAMETER(S):
HAVE THERE BEEN ANY EXCEEDANCES OF THE. GROUNDWATER STANDARDS? YES _ NO
HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES _ NO _ DATE OF ACTION:
BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN:
•
REMARKS/ RECOMMENDATIONS (Continue on reverse, if necessary):
GN -48 Revised 04194
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GROUNDWATER SECTION
,Ak,#iec4 i rJ 159S
MEMORANDUM
TO _OdA✓ Z-t.v k
A ti �5
MAR 2 2 1995 f `
�S Q Uc ilp Regional Office
FROM: /'-'� li9ry W15 A.,e2
SUBJECT: Application for // Permit Renewal
Permit Amendment
New Permit
Facility Name: SAA °VtG..,J k U/�G,JAA ZAT c/IV
County:
Type of Project: S ^'�` / Je Al A /► dti
—7
APPLICABLE PERMIT NO. s : WQ GVG GW
DEH A to C
EPA CUA
The Groundwater Section has received a copy of the
referenced permit application. A copy of the application
documents we received is attached.
The Groundwater Section has received a copy of the
referenced permit application, a copy of which should have
been sent to the Regional Water Quality Supervisor - IF A
COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The Groundwater Section has received a subsurface disposal
project from the Div. Env. Health's On -Site Wastewater
Section. A copy of the application has been forwarded to
DEH's Regional Soil Specialist. Please coordinate your
review with the Soil Specialist
Please review the application materials for completeness.
If you feel additional information is necessary, please let me
know no later than 3 Z y -Yr 5-A copy of any formal
request for additional information will be forwarded to you.
If you do not need any additional information to complete
your review, please provide your final comments by 7 -'31,175-
6

State of North Carolina
Department of Environment, Health and Natura�s�o�-rr,�
Division of Environmental `�VJI E,� SEC
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN 08 ;�Y l I II J I
SPRAY IRRIGATION DISPOSAL SYSTEMS
I. GENERAL ' INFORMATION:
L Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
BRANIGAR ORGANIZATION INC.
2. Print Owners or Signing Official's frame am title (the person wbo is legally responsible for the facility and its compliance):
PATRICK'S. OBRIEN VICE PRESIDENT
3. Mailing addr=: 1000 T N n T A N (-A V F R Q A T)
Ci: HENDERSONVILLE N.C. 28739
City: state: Zip:
Telephone Number( 704 ) 693 0072
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plass,
specifications, lettm of floc' acceptauoe, Operas 0021 Agreements, etc.):
CHAMPION HILLS
5. Location of Spray Irrigation Facility (Street Address): ONE HAGEN DRIVE
City: _ HENDERSONVILLE State: N.C. Zip: 28739
6. Latitude:
; Longitude
of Spray Irrigation Facility
7. Contact person wbo can answer questions abot.,t applicadou:
Name: PATRICK S. OBRIEN Telephone Nuraber.(704 ) 6930072
S. Application Date: JANUARY 13 , 1 9 9 5
9. Fee Submitted: S $ 4 0 0 . 0 0 [The permit processing fee should be as specified in 15A NCAC 2H .0205(W).J a'
10. County(ies) where proles: is located: HENDERSON
II. PERMIT INFORMATION:
1. Application No. (will be completed by DFM):
2. Specify wbetber project is: new; X renewal'; modification
For renewals, complete only sections 1. II, and applicant signature (on page 7). Submit only pages I and 7 (original and
three copies of each). Eagineer's signature aot required for renewal aitbout oche; modifrcations.
3. 11 this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
o=� WQ0004 1 1 5 and its issue date
4. Specify whether the applicant is public or X private.
FORM: SIDS 07194 Page 1 of 8

This record shall
A shall be maintained of all residuals removed f%e d sp or a letter from a
include the name of the hauler, permit authorizing , volume of
municipality agreeing to accept the residuals, date the residuals were hauled, and
residuals remove&
to shall be maintained at this facility including but not limited to the
6. A maintenance g
following items:
residual chlorine, settleable mater, and dissolved
.a: Daily sampling results including weir.
oxygen in the aeranon basin and at the clarifier
.b. Visual observations of the plant and plant site.,
preventative maintenance (changing of
� filters, adjusting belt tensions,
C. • ROCO°f P ons and cicanmgs, etc.).
alarm testing, diffuser inspections
d. Date of calibration of flow measurement device -
C. Date and results of power interruption testing on alternate power supply.
7. Noncompliance Notification: •onal Office, telephone no.
Re
The permittee shall report by telephone to the Asheville Regional
04) 251-6208, as soon as possible, but in nknowledge more
o of he 24 hours
of y of the
w da following the occurrence or first
working, y
following:
An occurrence at the wastewater treatment facility which results in the treatment of
quantity or characteristic, such
a. significant amounts of wastes which are abnormal the �o�vn passage of a slug of
as the dumping of the contents of a sludge dig
hazardous substance through the facility', or any other unusual circumstancesend.
he
An recess unit failure, due to known or unknownas mechanic s$ al ore ethat r lecetrical failures
b. Y P adequate wastewater treatment s
incapable of compressors, etc.
of pumps, aerators, comp
C. An failure of a pumping station, sewer line, or treatment facility resulting i a the
pass directly to receivingawaters
li rs without treatment of all or any Po
influent to such station facility-
Any
n time that self-monitoring information indicates that the facility has gone out of
d. Y
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall �e�e his reportPmust outline
rt in letter
form within 15 days following first knowledge o
the actions taken or proposed to be taken to ensure that the problem does not recur.
IV.
two (2) monitor wells, one (1) upgradient
1, prior to beginning waste disposal operations, groundwater quality.. The well(s)
and one (1) downgradient, shall be installed a monitor well
during the year. However, the exact
shall be constructed such that the water level the wgell is never above or below e
screened (open) portion of the well at any proved by the Asheville
location and e,fro construction details ll for these constructionells Permitamust be obtain
Regional Office. from
5

f
' Compliance which will be done as a modification to the
then establish a modified Comp � Boundary
Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY is
established around disposal systems midway between the Compliance Boundary and the
perimeter 'of the waste disposal arca. When the concentration of any substance equals or
exceeds the maximum allowable concentration of that substance 4t -the REVIEW
•BOUNDARY, as determined by monitoring, the permittee shall either (i) demonstrate,
throughpredictive calculations or modeling, that natural site conditions, facility design and
operational controls will prevent a violation of standards at the Compliance Boundary; or,
(ii) submit a plan for the alteration of existing site conditions, facility design or operational
controls that will prevent a violation of standards at the Compliance Boundary, and
implement that plan upon its approval by the Director.
4. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three (3) feet below land surface.
S. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
6. The interior surfaces of the lagoon shall be completely lined with a 40 -mil thick liner.
Following installation and inspection of the lagoon liner, and prior to waste disposal
operations, certification of the liner's compliance with approved construction specifications
and the liner's integrity must be provided to the Division of Environmental Management,
Groundwater Section, by the project engineer.
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment d disposal
may cause
to prevent malfunctions and deterioration, operator edischarges
or lead to the release of wastes to the environment, a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions
s log of inspections shall be maintained by the Permittee for a
taken by the Permittee. This
e inspection and shall be made available upon
period of three years from the date of th
request to the Division of Environmental Management or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site and facility at any reasonable time for the
purpose of determining compliance with this permit; may inspect or copy any records that
must be kept under the terms and conditions of this permit; or may obtain samples of
groundwater, surface.water, or leachate.
VI. KiENER a r, CONDITION
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, specifications, and other supporting data.
7

FROEHLING & ROBERTSON, INC.
GEOTECHNICAL • ENVIRONMENTAL • MATERIALS
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
1881
Post Office Box 2058
Asheville, North Carolina 28802
[phone]
September 3, 1993
Braniger Organization, Inc.
c/o William G. Lapsley & Associates, P.A.
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
Attn: Mr. Gary Tweed, P.E.
Gentlemen:
DEC I 0 1993
GROUNDWATER SECTION
ASHEVILLE REGIONAL OEI=ICE
Re: Monitor Well Installation
Champion Hill Development
Henderson County, North Carolina
F&R File No. U-70-420
Report No. 1
Froehling and Robertson, Inc. has installed two groundwater monitor wells at the subject
site in accordance with the North Carolina Division of Environment, Health, and Natural
Resources - Asheville Regional Office Permit No. 44-0228-WM-0110, and in accordance
with the Quotation and Proposal to Construct and Install Groundwater Monitoring Wells
as authorized by the Agreement for Environmental Consulting Services form dated July 9,
1993 which was signed by Mr. P.L. Whaling . The monitor well installation procedures
were performed on July 27, 1993. The installation procedures, soil test boring records,
and monitor well records are included herein.
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA 23261-7524
TELEPHONE [phone] • FAX [phone]
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC • CHESAPEAKE, VA
CROZET, VA • FAYETTEVILLE, NC • FREDERICKSBURG, VA
GREENVILLE, SC • RALEIGH, NC • ROANOKE, VA • STERLING, VA

SINCE
�r
R
991
Braniger Organization
F&R Report No. U-70-420
Page 2
PROJECT DESCRIPTION
We understand that two groundwater monitoring wells are required by the Ground Water
Section and Water Quality Section of the Division of Environmental Management.
We understand that the purpose of the monitor wells is to meet regulatory requirements
in accordance with an NPDES permit for the waste water treatment system and to provide
a means to sample the groundwater.
MONITOR WELL INSTALLATION
Two soil test borings were performed at the approximate locations as indicated by Mr. Gary
Tweed of William G. Lapsley and Associates, P.A. The approximate locations of the
monitor well locations are depicted on the furnished site plan.
The soil test borings used to installed the two monitor wells were drilled using a 3-1/4"
I.D. hollow stem auger and were advanced by a truck -mounted Central Mine Equipment
(CME) 55 drill rig. Borings for MW -1 and MW -2 were advanced to a depths of
approximately 20.5 and 15.5 feet, respectively. Groundwater was recorded at the
respective depths of approximately 10 and 4 feet at MW -1 and MW -2 at the boring
completions.
Following their completion, the two STBs were converted to groundwater monitoring wells,
MW -1 and, MW -2, by the installation of two inch inside diameter schedule 40 PVC pipe;
the screen section having a factory pre-cut slot size of 0.010 inch. Screen installation was
such to attempt to bracket the groundwater table that was encountered at the time of the
installation. At one of the monitor wells (MW -2) groundwater was encountered at
relatively shallow depth of approximately 5 feet and bracketing the groundwater with
screen was not entirely possible.

\ S I N C E
0
1581
Braniger Organization
F&R Report No. U-70-420
Page 3
The annulus surrounding the screen for each well was backfilled with a clean medium to
coarse grain filter sand to approximately one foot above the screen top. The filter pack
was isolated from the remaining annulus by the placement and hydration of approximately
one to two feet of Bentonite pellets. The remaining annular space was grouted to within
six inches of the surface grade with Portland cement-sandmix.
.watertightTheecapsre completed
were placed
above grade with protective steel well casting, and lock
on the PVC risers.
To reduce the risk of cross -contamination of the boreholes,
all downhole equipment was
decontaminated between each boring by high pressure steam cleaning.
WELL DEVELOPMENT
The well development procedures were conducted on August 3, 1993 by hand bailing using
a disposable polyvinyl bailer for a minimum of five well volumes in an attempt to remove
materials (silt and sediment) which may have been introduced into the well during its
construction, and to induce hydraulic conductivity for groundwater flow into the well.
RECOMMENDATIONS
we recommend that the furnished copies of the well construction records should sent to
the DEM for their records. Monitor wells have been developed and may be sampled at the
client's convenience.
GENERAL CONDITIONS AND LIMITATIONS
Froehling and Robertson, Inc. by virtue of providing the services described in this proposal
does not assume the responsibility of the person(s)
ge of fedetral public agene site, or cies any
undertake responsibility of reporting to any local state o
conditions at the site that may present a potential danger to public health, safety or the

SINCE
ot
1881
Braniger Organization
F&R Report No. U-70-420
Page 4
environment. The client agrees to notify the appropriate local, state, or federal agencies
as required by law, or otherwise to disclose, in a timely manner any information that may
be necessary to prevent any danger to public health, safety, or environment. In addition
disposal of any samples determined to be hazardous waste will be the responsibility of the
client.
Additional information regarding subsurface conditions at the study site could be obtained.
Should you desire these services Froehling and Robertson would be pleased to prepare an
appropriate proposal outlining the costs and time frame associated with any additional
services.
These services will consist solely of those described herein and will not be based upon
scientific or technical tests or procedures beyond the scope of described services. Froehling
and Robertson's services may require decisions which are not based upon pure science but
rather judgement considerations.

Braniger Organization
F&R Report No. U-70-420
Page 5
Froehling and Robertson, Inc. appreciates the opportunity to be of service to Mr. Whaling
and Champion Hills Development. If there are any questions regarding the information
presented in this letter, please do not hesitate to contact us.
Respectfully submitted,
FROEHLING AND ROBERTSON, INC
Dennis R. Dellinger
Environmental Technician
Richard O. Ricks, P.E.
Geotechnical Engineer
2 cc:
Attachments:
Soil test borings
Well Construction Records
Site Plan

S
#16 t
APPROXIMATE LOCATIONS
oosz —= MW -2
' RRIGATION POND /
,� ASTEWATER
(2,400,000 ga s, onTR , LENT
P ANTS
RRIGATION
I� BOOSTER \ % X'/.,
/
PUMP STATIONv w \
w oi
EFFLUENT HOLDING P($�D
(700,000 gallons)ER REINF6R
W/POLYEST
NYLON LINER (40 mil).
FROEHLING AND ROBERTSON, INC.
FULL SERVICE LABORATORIES - ENGINEERS & CHEMISTS
AREA MAP
CHAMPION HILLS DEVELOPMENT
WILLOW MOUNTAIN ROAD HENDERSON COUNTY NORTH CAROLINA
DATE: Ausust 25, 1993 SCALE: unknown
DRAWN BY: FIGURE: # 1

OG LOG
o nI- H -70-A91`1
SINCE /
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
0 "OVER ONE HUNDRED YEARS OF SER VICE "
1881
DATE August 30. 1993
Client: BRANIGER ORGANIZATION, INC.
Project: CHAMPION HILLS DEVELOPMENT, HENDERSON COUNTY, NORTH CAROLINA
Boring No.: B-1 (MW -1)
Total Depth: 20.5' 1
Elevation:
Location: REFER TO SITE PLAN
Type of Boring: HOLLOW STEM AUGER
Started: 7/27/93 Completed: 7/27/93
Driller: OLIVIERA
Elevation
Depth
P
DESCRIPTION OF MATERIALS
(Classification)
-
Sample
Blows
Sample
Depth
(Feet)
% Core
Recovery
REMARKS
5.0
10.0
15.0
20.0
STIFF TO VERY HARD TO VERY STIFF GRAY
SANDY SILT, WITH ROCK FRAGMENTS.
4.5
6.0
9.0
10.5
4.0
15.5
19.0
20.5
GROUNDWATER DATA
GROUNDWATER RECORDED AT 10.0'
AT COMPLETION.
26
BORING TERMINATED AT 20.5'
'No. of blows req'd. for a 140 Ib. hammer dropping 30 in. to drive 2 in U.U., 1.3rb In. I.u. samplera total of io 1ncnes ui ttneeo Jcale i =o- umess ouieIw�ac
in. increments. The sum of,the last two increments of penetration is termed the standard penetration resistance, N.

.�i LOG
Rpnnrt Nn. 11-70-42(1
SINCE f
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES o ENGINEERS & CHEMISTS
R "OVER ONE HUNDRED YEARS OF SERVICE"
1881 DATE Auqust 30, 1993
Client: BRANIGER ORGANIZATION, INC.
Project: .CHAMPION HILLS DEVELOPMENT, HENDERSON COUNTY, NORTH CAROLINA
Boring No.: B-2 (MW -2)
Total Depth: 15.5'
Elevation:
Location: REFER TO SITE PLAN
Type of Boring: HOLLOW STEM AUGER
Started: 7/27/93 Completed: 7/27/93 Driller: OLIVIERA
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification)
Sample
Blows
Sample
Depth
(Feet)
% Core
Recovery
REMARKS
5;
10.0
15.9—VERY
ALLUVIUM- STIFF, GRAY SANDY SILT
VERY STIFF BROWN SANDY SILT, t
A TRACE OF MICA.
STIFF GRAY SANDY SILT
4.5
6.0
9.0
10.5
14.0
15.5
GROUNDWATER DATA
GROUNDWATER RECORDED 4.0'
AT COMPLETION.
�^
BORING TERMINATED AT 15.5'
'No. of blows req'd. fora 140 Ib. hammer dropping 30 in. to drive 2 in O.D., 1.375 in. I.D. sampler total of 18 inches in three b Scale V=5' unless otherwise noted
in. increments. The sum of.the last two increments of penetration is termed the standard penetration resistance, N.

Raleigh SUBJECT: Permit No. WQ0004115 Amendment
919/571-4700 Champion Hill Development
Wastewater Collection, Treatment and
Washington Spray Irrigation
919/946-6481 County: Henderson
Wilmington Dear Mr. Farr
919/395-3900
In accordance with the policy of the Division of
Winston-Salem Environmental Management to ensure the good quality of
919/896-7007 North Carolina's groundwater, the referenced Permit
requires several activities related to groundwater
monitoring. The following guidelines are presented to
assist you in complying with those requirements. If
you have any questions concerning these matters, you
should contact Don Link at the address shown below to
discuss the requirements relevant to your specific
facility: "
Asheville Regional Office
59 Woodfin Place
Asheville, NC 28801
(704)251-620$
Condition No.IV-1 The installation of monitor wells
as approved by the Department's Asheville Regional
Office.
THE MONITOR WELLS MUST BE DEVELOPED TO A TOTAL
SUSPENDED SOLIDS LEVEL NOT EXCEEDING 5 mg/L.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
J1
. c - 9 199?
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett, Ph.D
William W. Cobey,
Jr., Secretary Director
Rgeional Offices
June 18, 1992
Asheville
704/251-6208
The Branigar Organization, Inc.
Fayetteville
6555 Abercorn Extension
919/486-1541
P.O. Box 14513
Savannah, GA 31499
Mooresville
704/663-1699
Attn: Mr. Robert D. Farr, Vice President
Raleigh SUBJECT: Permit No. WQ0004115 Amendment
919/571-4700 Champion Hill Development
Wastewater Collection, Treatment and
Washington Spray Irrigation
919/946-6481 County: Henderson
Wilmington Dear Mr. Farr
919/395-3900
In accordance with the policy of the Division of
Winston-Salem Environmental Management to ensure the good quality of
919/896-7007 North Carolina's groundwater, the referenced Permit
requires several activities related to groundwater
monitoring. The following guidelines are presented to
assist you in complying with those requirements. If
you have any questions concerning these matters, you
should contact Don Link at the address shown below to
discuss the requirements relevant to your specific
facility: "
Asheville Regional Office
59 Woodfin Place
Asheville, NC 28801
(704)251-620$
Condition No.IV-1 The installation of monitor wells
as approved by the Department's Asheville Regional
Office.
THE MONITOR WELLS MUST BE DEVELOPED TO A TOTAL
SUSPENDED SOLIDS LEVEL NOT EXCEEDING 5 mg/L.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Note: Arrangements to satisfy this requirement should
be made by you with the well contractor prior to
the installation of wells. Prior to accepting a
new well, you should verify that the driller has
developed the well to an acceptable level as
stated above. Failure to ensure proper
development may result in samples containing
excessive amounts of suspended solids and
sediment which could lead to analysis and
compliance problems. Such samples may generate
analytical.data exceeding standard limits in
violation of 15A NCAC 2L regulations and may
ultimately result in fines and/or revocation of
your permit.
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.
Condition No.IV-2: 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
March, July, and November.
CONSTITUENTS.
un tin ni
TD 5 (500.0)
pH (6.5-8.5 standard units)
Chloride (250:0)
Fecal Coliforms (1/100ml)'
Total Suspended Solids
Volatile Organic Compounds
by Method 1 or 2 below)
Ammonia Nitrogen
TOC
Water Level
Orthophosphate
(in November Only.
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
The numbers in parentheses represent the maximum
allowable concentrations in groundwater for the
various analytical parameters, as specified in 15A
NCAC 2L [Groundwater Classifications and Standards].
Unless otherwise specified, the units for these
concentrations are expressed as milligrams per liter.
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.
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 background 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.
results must be reported are attached. Instructions are
provided on the reverse of the white copy of each 4 -part
form. The analytical results should be sent to the address
shown at the top of the form and are due in our office no
later than the last working day of the month following
sample collection.
Additional forms will be provided upon receipt of the
attached form GW -59 R0.
FOR ANY ADDITIONAL INFORMATION RELATED TO REQUIREMENTS
FOR GROUNDWATER QUALITY PROTECTION, PLEASE REFER TO
YOUR PERMIT.r

If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
Brian.Wootton
Hydrogeology Technician
Permits and Compliance
Groundwater Section
BW:ja/Branigar.
Attachments
cc: Don Link
Central Files
Compliance Monitoring Files

. srnrE
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street a Raleigh, North Carolina 27611
James G. Martin, Govemor
William W. Cobey, Jr., Secretary
February 6, 1991
Champion Hills Associates
Post Office Box 16449, Station B
Greenville, South Carolina 29606
Attn: Mr. Royce J. Carter
SUBJECT: Permit No. WQ0004115
Champion Hill Development
Wastewater Collection, Treatment and
Spray Irrigation
Henderson County:
Dear Mr. Carter:
George T. Everett, Ph.D.
Director
In accordance with the policy of the Division of
Environmental Management to ensure the good quality of
North Carolina's groundwater, the referenced Permit
requires several activities related to groundwater
monitoring. The following guidelines are presented to
assist you in complying with those requirements. If you
have any questions concerning these matters, you should
contact Don Link at the address shown below to discuss the
requirements relevant to your specific facility:
Asheville Regional Office
59 Woodfin Place
Asheville, NC 28801
[phone]
Condition No. IV -1: The installation of monitor wells
as approved by the Department's Asheville Regional
Office.
THE MONITOR WELLS MUST BE DEVELOPED TO A TOTAL
SUSPENDED SOLIDS LEVEL NOT EXCEEDING 5 mg/L.
Poffutlon Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

i
Prior to accepting a new well, you should verify that
the driller has developed the well to an acceptable
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
approved monitoring wells has already been
completed.
Condition No. IV -2: 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
March, July and November.
CONSTITUENTS•
NO 33 (10.0) Chloride (250.0)
TD5 (500.) Ammonia Nitrogen
Fecal Coliforms TOC
Water Level Total Suspended Solids
pH (6.5-8.5 standard units)
Volatile Organic Compounds (in November 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., f;�--t►tee---r-emna-inkng...parameter s .

The numbers in parentheses represent the maximum
allowable concentrations in groundwater for the
various analytical parameters, as specified in 15A
NCAC 2L [Groundwater Classifications and Standards].
Unless otherwise specified, the units for these
concentrations are expressed as milligrams per liter.
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.
If TOC concentrations greater than 10 mg/1 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 background monitor well exceeds 10
mg/1, this concentration will be taken to represent the
naturally occuring TOC concentration. Any exceedances
of this naturally occuring TOC concentration in the
downgradient wells shall be subject to the additional
sampling and analysis as described above.
A supply of forms (GW -59) on which the analytical
results must be reported are attached. Instructions are
provided on the reverse of the white copy of each 4 -part
form. The analytical results should be sent to the address
shown at the top of the form and are due in our office no
later than the last working day of the month following
sample collection.
Additional forms will be provided upon receipt of the
attached form GW -59 RO.
FOR ANY ADDITIONAL INFORMATION RELATED TO REQUIREMENTS
FOR GROUNDWATER QUALITY PROTECTION, PLEASE REFER TO
YOUR PERMIT.

If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
0, gu
C. Brian Wootton
Hydrogeology Technician
Permits and Compliance
Groundwater Section
Attachments
cc: Don Link
Central Files
Compliance Monitoring Files
CBW:hl:Carter

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Division of Environmental Management
Water Quality Section
January 2, 1991
10310i]:7,11l�ilui
To: John Seymour
State Group
Through: Forrest R. Westa
Regional Water Qu Supervisor
From: Gary T. Tweed, P. .
Environmental Engineer
Subject: Champion Hills Golf Course
Wastewater Spray Irrigation System
Waiver of 10% slope design criteria
Permit No. WQ 0004115
Henderson County
Ann B. Orr
Regional Manager
In follow up to our telephone conversation, there is no
objection to issuance of a wavier of the 10% slope design
criteria for subject project. A wavier is justified based upon
the information provided by the applicant and the following:
1. Issuance of this permit will prevent the issuance of a
NPDES Permit for a direct discharge type wastewater
treatment system. A spray irrigation system even at a
higher design slope application area is much more
desirable than a point source system.
2. By rearranging irrigation ponds the applicant could have
a point source discharge and pull irrigation water below
discharge and irrigate the combined water anyway without
our approval.
3. The irrigation water will be a mixture of tertiary
treated wastewater and creek water. Absolutely no
impacts to area streams is expected as result of this
operation.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

rIP
P
Champion Hills
January 2, 1991
Page Two
4. The golf course has been built by using sod verses
seeding. The ground cover is already well established
and there is virtually little chance of erosion by the
irrigation system. It will be several years before
there is significant wastewater generation, and it is
expected that the irrigation, for the first few years,
will be primarily creek water.
A review of the design drawings indicate that some areas of
the irrigation system will have design slopes up to around 40%.
Most areas are in the 10 to 20% range.
It is requested that this permit be issued as soon as
possible. The development is anxious to proceed with
construction of the spray irrigation system. Should there be any
questions, please advise.
GTT
cc: Don Link V

v,- OUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT GW #
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY /1 P ��' DATE FIELD INVESTIGATION ? ( Jlo
FACILITY NAMF't-l7P l�:��4� `4 4Ga/t r*1-m V, COUNTY
LOCATION /koMb06'56NVIC��f� . ,, iitl k `�`s'/✓ C'lai�/A�i °'
'YPE OF DISPOSAL SYSTEM ( LAGOON, ETC.) A 1�eh' l did DESIGN CAP. ( GPD) �-
DESCRIPTION OF FACILITY l.< d 171 9 -T -til -I-f?f47 M FZr9Jyrl­ G -t -lir '
31ZE OF IMPOUNDMENT (FT. SQ)
WASTE SOURCE : [-] MUN. SLUDGE
FIND. SLUDGE RIND. W. WATER
& /OR SIZE OF APPLICATION AREA V 0f Cr ,
MUN. W. WATER: [-]PRIMARY SECONDARY TERTIARY
OTHERS
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM �_ FT.,
WELL / Env FT.
FOR WELL: TYPE OF USE , DEPTH _.-..T. , PUMP RATE ( EST.)
WHAT DESIGN CONDITIONS WILL REDUCE / INCREASE CHANCI' OF GW CONTAMINATION: s r , !c r'e
�ak> ¢►�� yytdfr2 `;ulpeo' d"' s hr'44 r I kvols -'A' e'pl'1kfe4
WHAT NATURAL 'fSITE CONDITIONS WILL REDUC / INCREASECHANCE OF GW CONTAMINATION:
/
DEPTH TO: BEDROCK FT. , SEASONAL HIGH W. T. FT. , ANNUAL W. T. FLUX: FT.
SURFICIAL AQUIFER rBEDROCK / ARTESIAN AQUIFER
GEN. LITHOLOGY ptl�
HYD. GOND. FT./DAY MEASURED 1+'%� FT./DAY MEASURED
FIESTIMATED ESTIMATED
THICKNESS FT.
NO. OF MONITOR WELLS: PROPOSED: UP DOWN ; EXISTING : UP DOWN
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION=
I
T 1 2 3 4 5 6 6A 613
SITE GRADE (HYDROGEOL.) = O SITUATION GRADE
PROPOSED SAMPLING SCHEDULE & PARAMETER(S) : Ulz'LL `%-o
3W-48 Revised 8/87
)HYD. REGIONAL
SUPERVISOR
1„

Step 4
Wade of
tmeablloy-
rorpllon for the
waste dltposol toe.
(2) A Row - Rock > loo
feel
3100-6200 601-1000 lei - 250 61-100
0.30
land
HOW tf woter
oASTE DISPOSAL
P RMIT
APPLICATION
REVIEW
WORKSHEET
pt. vokie . 4
poorly
SIga 2
Poki1 votue
0 1 2
-
6 6 (7 7)
B 9
Enth%pfe the depth
Melon
d04 J0..60 2f}.29
,ally 7 vdi)�
S-7 3-4 15-25
5-1 0
to the Wolof Ioblo
below bone of con-
Feet
200 • 91-200 61-90
36-60 26-33
16-25 0-15 36-
0-2 0
tominotfon sovice
IC
1D
W
3E
4G
mote than 5 x of
6E
.evlewsx���
BE
9G
the yea.
75.04
20-24
OC
2C
IE
29"
Esthncte water
Pcktt�ist_
Water lable
0 )
G(ader♦ Grocer♦
D*tteRimine the dktance Pohl vok,e 0 1
3
4 5 6 7
B 9
/ 3
2—
on grov-od between con-
Oktonoe In 2000 t•.
tvrtndbn source 6-M
� -000
76-149 36-49
10-19
Ofstorre
W, Votue
wale rwiPPAr(well or melon 1000-2000 150-200
50.74 20-34
0-9
a lon dte
(Step 1)
stfea il. Dtrlanoe in 6200+
loot -3100
251 - 600 101-160
31-60
90
Step 4
Wade of
tmeablloy-
rorpllon for the
waste dltposol toe.
(2) A Row - Rock > loo
feel
3100-6200 601-1000 lei - 250 61-100
0.30
land
HOW tf woter
table h permeable bedrock pl. vokie-6; h poaty perusable bedrocit
6A
�
;3)1 cokrm - bedrock
pt. vokie . 4
poorly
SIga 2
Poki1 votue
0 1 2
3 4
6 6 (7 7)
B 9
Enth%pfe the depth
Melon
d04 J0..60 2f}.29
12-20 6-11
S-7 3-4 15-25
5-1 0
to the Wolof Ioblo
below bone of con-
Feet
200 • 91-200 61-90
36-60 26-33
16-25 0-15 36-
0-2 0
tominotfon sovice
IC
1D
21'
3E
4G
mote than 5 x of
6E
7F
BE
9G
the yea.
75.04
20-24
OC
2C
IE
29"
Esthncte water
Pcktt�ist_
Water lable
0 )
G(ader♦ Grocer♦
2
Grodert
3 4
Gradient Grocer♦
5
Grcxfett
lobie, grodlent
gradient and
away from atmad
ler than
br than greater
♦Tater
Flom comornin,
Sow direction
all Wate nal
2 pefoent
2 pomert Ihan 2
than2
a lon dte
7D
supp{ee that
Toward
lowoed peroerA
Percent
90
ane closer
water
Wolof toward
toword
68
4F
than 1000
-ppb but
KippN vroter
V/Cow
71
90
ReteA
not the
and Y the Klppty
K4>Ply
18
68
2F
orttic"od
anticboted br.rt not
and b the
5J
BD
drectlon of
dkecfion of the artF
antic"od
90
10-27
Lou than 3
now
flaw clpated
dreetbn
8C
50
96
5K
dreclon
of now
7K
9F
9i
9R
Of now
Step 4
Wade of
tmeablloy-
rorpllon for the
waste dltposol toe.
(2) A Row - Rock > loo
OA
feet below
land
4A
tkrfaoe
6A
�
;3)1 cokrm - bedrock
poorly
Ow
Pemreobb
x
LL O
4) o cokin n - bedrock -
robtOf ry sly
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Sand with Sond woh
16-30% Mr than
CON 15 % clay
Clean
gravel or
Cliom fine coon.
sand sand
More than 30
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M
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4A
6A
8A
9A
More than 95
1
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it
1
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1
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ler than 1
Bedrock at ivrd vrfoce; 1. 57.11 .97
Note: K Bedrock d land "ac*. w 10 (pk s approprlde Mater)
)eii pra a of confidence In oeeufocy of vokies A . very confident
B • fdrhyconkMrt
C wAth knv oonndenoe
t*n 6A
'dal Of concern With regard to contann nand Warp b: W • near by wel
S • sprirq / dream
e . peAmetef of cofmplanoe
NO) AA Addlllo al Q woof (Gilds Only Ore)
D • Cone of deprewon of neorby purnphg well hot.
Of we We0y. bvkmw a cortameart flow
F . Dlrtonce In Step 1 boned on separafbn from
cortomrart pkrre rdhen thorn port sotroe
F . Warts sore. In groL"x Pwater dechorge area,
ttxe ft**nd grardwc0v oontanin Am at depth / ddamoe
K . Area urdeAorr by cci eros kne lone
M . FkAd mounding under die highly likely,
P . SNe hos poor percotatlon potentid (value of 3 or km In Step 4 )
0 • Wade so.rce in grourdwofer rochaoe area
1. Wofer table in wry hVVy fractured or coverou rock
V . $Ne um%dlakr by 1 of more art*don oauYen
Pt Vpkre
(Step 2)
Pt. Vokie
(Step 3)
Cotegory
(Step 4f
—'d,
CorAdence
(Step 5)
Point of Concern
(Slop 6A)
o�hlnbr
(Step 68)

i
J
WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET (CONT.)
Sten 7
2tvi
$119 (JJrrK/r9 (JH1f,Tt, T Z
1 o 4- ,
T!`//old Stop 1 Stop Z Sap J Stop 4 Step 6 Shp M Shp 68
( Add Step 1 - 4 (Orn" lett.% ) )
Sit Grade Saeed on "ropeologlc Potamete%
Ha"d Potential Maft IdentM.r ( FPM )
(Ch0000 One) D G I
B E
C F F
NPMI
SITUATION RATING TABLE
To be used for Step 9 ( Nohxd) and Stop 10 ( ModMed) MOP 10)
SITUATION RATING PROBABILITY OF SITUATION
( CombMed Voles) CONIAMNAWN DEGREE OF ACCEPTABILITY GRADE
-- ' A a low Pmbably 000eplu6M A
-7loJ 9 P+ubably aoceplabte or S
"-v►p►✓ -100001340619
J to +J 7 Acceptance unoerbh C
+4 lo +7 Probably P+obobly vn000epk7ble D
or magtnafy 000eP
+A or more Very Pmbd9s AkTod cedoin to be F
unacceptable
The probob" of confamartrrwlbn Rom sihtoMorn haAng vokm between 17 and - 7 Y dtlficuf to ootegorhe
solWoclorty. Therefore. It* targe of wokrn lep—nod by Qradee S and C. Y designed orry by a queefbn mak
Aocepkmoe or toeclbn of ala oft for Mie htonded purpoee 6 o teeporwbMy of the particular teguiatory agency
and may depend on tegMert►enk of the agency at on feasibility and execulbn of approved
engheving of o Mto (Stage 4 )
Told
Perm / Sorg.
FFM
(1) Nmwicai Sura DeKx1plion (hom Stop 7 )
t
;
(2) PAR VALUE (Stage J)
w_ _
+
✓
SITUATION RATINGS : (1) - Q)
�
K'
-
(table below)
GRADE
SfTno
no vie1pN _
(no table below)
SITUATION GRADE
.
L_J
(we table below)
SITUATION RATING TABLE
To be used for Step 9 ( Nohxd) and Stop 10 ( ModMed) MOP 10)
SITUATION RATING PROBABILITY OF SITUATION
( CombMed Voles) CONIAMNAWN DEGREE OF ACCEPTABILITY GRADE
-- ' A a low Pmbably 000eplu6M A
-7loJ 9 P+ubably aoceplabte or S
"-v►p►✓ -100001340619
J to +J 7 Acceptance unoerbh C
+4 lo +7 Probably P+obobly vn000epk7ble D
or magtnafy 000eP
+A or more Very Pmbd9s AkTod cedoin to be F
unacceptable
The probob" of confamartrrwlbn Rom sihtoMorn haAng vokm between 17 and - 7 Y dtlficuf to ootegorhe
solWoclorty. Therefore. It* targe of wokrn lep—nod by Qradee S and C. Y designed orry by a queefbn mak
Aocepkmoe or toeclbn of ala oft for Mie htonded purpoee 6 o teeporwbMy of the particular teguiatory agency
and may depend on tegMert►enk of the agency at on feasibility and execulbn of approved
engheving of o Mto (Stage 4 )

DIVISION OF ENVIRONMENTAL MANAGEMEN
GROUNDWATER SECTION
December 17, 1990
MEMORANDUM
TO: Don Safrit
THROUGH: Bob Cheek
FROM: Jeff Lautier
SUBJECT: Champion Hills Association
Spray Irrigation/Lagoon (Golf Course)
New Permit
Henderson County
WQ0004115/GW90342
(John Seymour:DEM SERG Review Engineer)
The Groundwater Section has reviewed the subject permit
application and recommends issuance of the permit with the
following conditions:
1. Prior to beginning waste disposal operations, two (2)
monitor wells, 1 upgradient and 1 downgradient, shall
be installed to monitor groundwater quality in the
vicinity of the lagoon. The well(s) shall be
constructed such that the water level in the well is
never above or below the screened (open) portion of the
well at any time during the year. However, the exact
location and construction details for these wells shall
be approved by the Regional Office, from which a well
construction permit must be obtained.
2. The monitor wells shall be sampled initially after
construction (and prior to waste disposal operations)
and thereafter every March, July, and November for the
following parameters:
NO3 (10.0) Ammonia Nitrogen
TDA (500.0) TOC
pH (6.5-8.5 standard units) Water Level
Chloride (250.0) Fecal Coliforms
Total Suspended Solids
Volatile Organic Compounds in November 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.
The numbers in parentheses represent the maximum
allowable concentrations in groundwater for the various
analytical parameters, as specified in 15 NCAC 2L
[Groundwater Classifications and Standards]. Unless
otherwise specified, the units for these concentrations
are expressed as milligrams per liter.
If TOC concentrations greater than 10 mg/1 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 background 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
April, August and December.

3. The Compliance Boundary map for the disposal system is
specified by regulations in 15 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 alter the location
of the Compliance Boundary.
For facilities permitted on or after December 30, 1983,
the Compliance Boundary is established at the lesser of
250 feet from the perimeter of the waste disposal area,
or 50 feet within the property boundary-.
If the title to any property which may affect the
location of the Compliance Boundary is changed, the
Permittee shall notify the DEM Director within 14 days.
The Director shall then establish a modified Compliance
Boundary which will be done as a modification to the
Permit.
The REVIEW BOUNDARY for the disposal system is
specified by regulations in 15 NCAC 2L, Groundwater
Classifications and Standards. A REVIEW BOUNDARY is
established around disposal systems midway between the
Compliance Boundary and the perimeter of the waste
disposal area. When the concentration of any substance
equals or exceeds the maximum allowable concentration
of that substance at the REVIEW BOUNDARY, as determined
by monitoring, the permittee shall either (i)
demonstrate, through predictive calculations or
modeling, that natural site conditions, facility design
and operational controls will prevent a violation of
standards at the Compliance Boundary; or, (ii) submit a
plan for the alteration of existing site conditions,
facility design or operational controls that will
prevent a violation of standards at the Compliance
Boundary, and implement that plan upon its approval by
the Director.
4. The lagoon shall have a liner of natural material at
least one foot in thickness at all locations with 6a
hydraulic conductivity of no greater than 1 x 10
centimeters per second when compacted. Following
installation and inspection of the lagoon liner, and
prior to waste disposal operations, verification of
liner's compliance with hydraulic conductivity and
thickness specifications must be provided to the
Division of Environmental Management, Groundwater
Section, by the project engineer.
the

Ry
No land application of waste activities shall be
undertaken when the seasonal high water table is less
than three feet below land surface.
Any additional groundwater quality monitoring, as
deemed necessary by the Division, shall be provided.
GJ:asn/90342.
cc: Don Link
Central Files
Permit Issuance Files

DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
December 12, 1990
MEMORANDUM
TO: Jeff Lautier, Groundwater Section
Raleigh Central Office
FROM: Fred Hankinson, Hydrogeological Technician
Asheville Regional Office
SUBJECT: Champion Hills Development
Single Family Development
Henderson County, North Carolina
Per our conversation of December 10, 1990, Asheville Regional Office
cannot comment on project until additional information requested by John
Seymour on October 26, 1990, is received. We specifically need item 7 data in
letter. If there are special allowances for golf courses per Division policy,
please send copy of memo.
Thanks.
FCH/gc

NAME 017 FAC IIT TY
COUNTY:
RALEIGH
SAMPLES
Champion Hills Development
Henderson
Parameters Bottles
TOC 1,12 liter (Unfiltered) add preservative
H2SO4 to pH < 2
---------------------
Ammonia Nitrogen
NO3 -- Disposable
Total Phosphorus (not on permit but sample anyway) (Filtered)
P & N
add preservative 25% H2SO4
ASHEVTLLE
Parameters I Bottles
pH
Chlorides 3 112 liter bottles
TBS
TSS
---------------------
Total Coliforms (not on permit but sample anyway)
Fecal Coliforms Small plastic bottle (this should be
first sample tarsen)
TOTAL NO . OF WELLS: 2
TOTAL NO. OF BOTTLES: 3 1J2 liver bottles
2 disposables
2 small plastic coliform
ADDITIONAL SAMPLING REO_KESTED (other than Permit requirements):

,rate of North Carca
%
Department of Environment,
Health and Natural Resources
Asheville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
April 10, 1996
Mr. Harry James
James & James Environmental Management
Route #8, Box 139
Hendersonville, North Carolina 28739
Dear Mr. James:
Subject: Groundwater Monitor Well Analytical Results
Champion Hills Development
Wastewater Collection, Treatment and
Spray Irrigation
Permit No. WQ0004115
Henderson County, North Carolina
Attached for your information are copies of the analytical results for
samples collected by this office from the groundwater monitor wells on
March 4, 1996.
If you have any questions, please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
/acr
Attachments
Interchange Building, �y
9 9- � ® Voice 704-251-6208 FAX [phone]
59 Woodfin Place, An Equal Opportunity Affirmative Action Employer
Asheville, North Carolina 28801 509/6 recycled/ 10% post -consumer paper

Divisic )f Environmental Managem(.1
GROUNDWATER SECTION
CHAIN OF CUSTODY RECORD
For Investigation of C•HAMPlov hi1L,L5 �GVLGOf�MEN'I Incident No.
f, ., w.. .o I �, ., r c
Samples collected and GW -54 forms completed by: M I NIV I c!; �
Rum&,04r611
Lab Only
Lab No.
Quad
No.
Location
Date
Time
No.
No. of
Q�L�nd i
C i -/AN! ION HILLS AE"VL: L01-' 9E+V?
DG of EFFLuE,vT 11oLDiArG Aomo
3-11-96
uP
CI-1�4MP/ON 1 ELLS OEVECG�`'►�MT
UG v c vvwTP
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Method of
Shipment:
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Seal by: _ Broken b
Security Type and Condition: Lock by: Open b
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Containers
Relinquished by Received by
I Date Time
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210.4-inrill
uP
.o.. . —Py u VV ricauyuai Lci 0 T—La0 , rinK COPY-'eg On �
.W-63 Revised 9/87
Groundwater'sa���k I .

Date: March 4, 1996
Facility: Champion Hills Development
County: Henderson
Contact: Harry James -James & James
(Split samples with Pace, Inc.- Mark Swann)
Well #
Depth
SWL (ft}
-Amt.
Time
Remarks
(ft)
Bailed/Pumped
Q8611
19.0
10.4
AaO bailed out
9:45 AM
Frozen water standing
(MW -1?
1-1/2 gal.
in outer casing -
DG
dipped water out
prior to removing cap
and sampling. Water
contains a large
amount of silt and
had a strong odor.
Still no I.D. plate
or warning label on
well. Well was not
locked.
Q8612
(MW -2
UG
13.0
1.5
ARO bailed out
2 gal.
10:25 AM
Water contains a
large amount of silt
and had a slight
odor. No warning
label on well. Well
was not locked. Well
was repaired from
damage last year.
NOTE: Harry James
said he would put
locks on the wells
this date.

State of North Ca Ana,
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
GROUNDWATER SECTION
October 30, 1995
f
Mr. Harry James
James & James Environmental Management
Route #8, Box 139
Hendersonville, North Carolina 28739
Dear Mr. James:
Subject: Compliance Monitoring Reports
Champion Hills Development
Wastewater Collection, Treatment and
Spray Irrigation
Permit No. WQ0004115
Henderson County, North Carolina
Permit No. WQ0004115 requires Champion Hills Development to sample
groundwater monitor wells Q8611 (MW -1) and Q8612 (MW -2) for Volatile Organic
Compounds (VOC's) in November of each year. This letter is a reminder that
the report of laboratory analyses for VOC's should be attached to each
Groundwater Compliance Report Form (GW -59) when it is submitted to the Raleigh
office.
If you have any questions, please contact me at [phone].
Sincerely,
G.
Ann C. Rumbough
Environmental Technician
/acr
cc: Betty Wilcox
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Ccs .,.;ina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
GROUNDWATER SECTION
May 5, 1995
Mr. Harry James
James & James Environmental Management
Route #8, Box 139
Hendersonville, North Carolina 28739
Dear Mr. James:
Subject: Groundwater Monitor Well Analytical Results
Champion Hills Development
Wastewater Collection, Treatment and
Spray Irrigation
Permit No. WQ0004115
Henderson County, North Carolina
Attached for your information are copies of the analytical results for
samples collected by this office from the groundwater monitor wells on
March 28, 1995.
When reviewing the compliance monitoring data submitted by Champion Hills
Development for the March 28, 1995, sample date, it was noted that the TOC
analysis reported for monitor well #1 (Q8611) was elevated. You are required to
sample the monitor wells again in July, 1995. In addition to the sampling
required in Permit No. WQ0004115, this office is requiring that additional
sampling be performed by EPA Methods 6230D and 625 or EPA Methods 502.2 and 625
on monitor well #1 (Q8611).
If -you have any questions, please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental. Technician
/acr
Attachments
cc: Betty Wilcox
Interchange Building, 54 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Samples collected and GW -54
forms completed by:
Lab Only
Lab No.
Quad
No.
Location
Date
Time
No. of
Containers
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w -mief ® - uvv ryeaaquariers 6 canary copy - La4 , vinK copy - Region

MONITOR WELL SAMPLING FIELD LOG
Date: March 28, 1995
Facility: Champion Hills Development
County: Henderson
Contact: Split samples with Pace, Inc. - Mark Swann
Well #
Depth
(ft)
SWL (ft)
Amt.
Bailed/Pumped
Time
Remarks
Q8611
(MW -1)
DG
19.0
11.05
ARO bailed dry
at 2 gal.
9:45 AM
Water contains a
large amount of silt
and had a strong
odor. Still no I.D.
plate or warning
label on well. Well
was not locked.
Q8612
(MW -2)
UG
13.0
1.0
ARO bailed out
6 gal.
10:10 AM
Water contains a
large amount of silt
and had a strong
odor. Still no I.D.
plate or warning
label on well. Well
was not locked. Well
was damaged by
backhoe last year and
still has not been
repaired.

1
State of North Carolina
Department of Environment,
Health and Natural Resources ` •
Division of Environmental Management
OOM
James B. Hunt, Jr., Governor Ad
Y [D F
Jonathan B. Howes, Secretor
Nann B. Guthrie, Regional Manager
Asheville Regional Office
GROUNDWATER SECTION
October 28, 1994
Mr. Harry James
James & James Environmental Management
Route #8, Box 139
Hendersonville, North Carolina 28739
Dear Mr. James:
Subject: Compliance Monitoring Reports
Champion Hills Development
Wastewater Collection, Treatment and
Spray Irrigation
Permit No. WQ0004115
Henderson County, North Carolina
Permit No. WQ0004115 requires Champion Hills Development to sample
groundwater monitor wells Q8611 and Q8612 for Volatile Organic Compounds (VOC's)
In November of each year. This letter is a reminder that the report of
laboratory analyses for VOC's should be attached to each Groundwater Compliance
Report Form (GW -59) when it is submitted to the Raleigh office.
If you have any questions, please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
/acr
cc: Betty Wilcox
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

/ State of North C6-vJna
Department of Environment,
Health and Natural Resources •
Division of Environmental Management
James B. Hunt, Jr., Governor � F=� � p
Jonathan B. Howes, Secretary r1.
Nann B. Guthrie, Regional Manager
Asheville Regional Office
GROUNDWATER SECTION
April. 25, 1994
Mr. Harry James
James & James Environmental Management
Route #8, Box 139
Hendersonville, North Carolina 28739
Dear Mr. James:
Subject: Groundwater Monitor Well Analytical Results
Champion Hills Development
Wastewater Collection, Treatment: and
Spray Irrigation
Permit No. WQ0004115
Henderson County, North Carolina
Attached for your information are copies of the analytical results for
samples collected by this office from the groundwater monitor wells on
March 14, 1994.
If you have any questions, please contact me at [phone].
Sincerely,
Cry
Ann C Rumbough
Environmental Technician
/acr
Attachments
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer M% recycled/ i o% post -consumer paper

MONITOR WELL SAMPLING FIELD LOG
Date: March 14, 1994
Facility; Champion Hills Development
County: Henderson
Contact: Harry James -James & James Environmental Management
Split samples with Pace, Inc. - Mark Swann
Well
Depth
(ft)
SWI.
(ft)
Amt. Bailed/
Pumped
Time
Remarks
08611
19.0
10.9
Bailed dry at
10:10 AM
Water contains a large
(MW -1}
3 gal.
amount of silt and had
DG
(Bailed by Pace,
a strong odor. No I.D.
Inc.)
plate or warning label
on well. Well was not
locked.
Q8612
13.0
1.34
Bailed out 6
10:45 AM
Water contains a large
(MW -2)
gal.
amount of silt and had
UG
(Bailed by Pace,
a strong odor. No I.D.
Inc.)
plate or warning label
on well. Well was not
locked. Well was
damaged. by backhoe and
will be repaired by
filling in with concrete
around top of casing.
(Casing did not appear to
be damaged.)

Divisi f Environmental Managem
g GROUNDWATER SECTION
w'S f CHAIN OF CUSTODY RECORD
For Investigation of c �`.',t°�� k�;� Incident No
Samples collected and GW -54 forms completed by:
N o.
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White copy uvv rteaaquariers , canary (;VPy - Lav , rinK L;VPy neyiuii
GW -63 Revised 9/87

n of Environmental. Manager -int
U-izOUNDIJVATER SECTION'
CHAIN OF CUSTODY RECORD
aForvestigation of CHAMPION H��LS l�EVELo�r�E.JT Incident No.
OM iANGE ONiToQin►G
Samples collected and GW -54 forms completed by: M11VW1r-9-'ea mao"Chl
Lab Only
Lab No.
Quad
No.
Location
Date Tim,e
No. of
Date Time Containers
//((,
4633 r
CH /ON HILLS ✓ LO
OG aF EFF[ WENT NoLQ we
MEN7
Po.vo
_
CNAMI°/ON NiGL.S DEVELOPMENT
nn U
t ,) TER SECTI N
wi � P10NAL C TICE
Relinq is d by(S?g ture):.
RprEkived
by(Sig ure): Date/Time
Rel
Rec. by
/
Rel.
Rec. by
/
Rel.
Rec. by
Method of Shipment: C-0"2162
Seal by:
Security Type and Condition: Lock by:
Broken b
Open by:.
I AQ 11QQ nr.ii v
Lab NO.
IL From Throuah
1,&,elinquished
by Received by
Date Tim,e
White copy - caw meaaquariers , Lanary capy - LdU , r111K cvPy - neyiun
GW -63 Revised 9/87

10
1716
P` ca�f �f cLS �oc� Cc.vr�

Facility Name: C N14MP / Un! /-11LLs DEVE40~5AfT County: H,6N0ER S on/
Pollution Source (lagoon, landfill, :etq.)5,ORAY-TRX46AT'"Latitude: 3S ©17`.!3
Permit No: sys-r M Longitude: 9.2® 31' 3 34
Non -Di scharge: WO 00 U `f / / S NPDES:
Well Const.: q-'- - 0 2 .z 8- wr1-y / d e, DHS: Quad No:
Sampled By: /D L"M G R U u N O vv -moi -r E e -5-rA F<
C /-�s4MP�GN N;LLs ®E.VEL.UPMENT
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.
GW -51
Revised 8/20/84
Well No.
Date
Installed
Total
Depth
(ft)
Diam.
(in)
Screen(S)/
Open hole
(OH)
Grout
Interval
(ft -ft)
Gravel/Sand
Pack
Interval
Remarks
7-a 7- f3
/9
.2,
-5/ —>9
0- .2-
2
2
7-27- i3
/ 3
.2
s 3-r3
0_Z
3
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.
GW -51
Revised 8/20/84

:t CAROLINA DEPARI MEIJI OI tJAIURA"^=t''SOl If ICCS AND COld1.{II14IIY Drl•EF 014,0"tJI
DIVISION OF FNVIRONMFNTAI MANAC,FMEN7 - GnCNJNDIYATER SrC11pW
P.O. BOX 27697 RAI CIGi1.N C ?7511• PHONE [phone]
WELL CONS1-RUCTION RECORD
FOROFFICf 1j -,I
tat .35- /9 /3 1 on': 9,2 3/ 3f;
.':n•i: R.; Sin
F.
1u
HP9dCr
DRILLING CONTRACTOR Froehling & Robertson, Inc. MW -1
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 1045 _ PERMIT NUMBER: 44-0228-WM-0110
1. WELL LOCATION: (Show sketch of the location below) nt.•
Nearest Town: Flat Rock, N.C. County: Henderson �a
South of Hendersonville, N.C. Depth DRILLING LOG
(Road, Community, or Subdivision and Lot No.) From To Formation Description
2. OWNEF.Branigar0l ganization, Inc. _
ADDRESS 1635 Ashevil-le Highway
(Street or Route No.) 4.5' - 19' Grey sandy silt
Hendersonville NC 28793
City or Town State Zip Code
3. DATE DRILLED 7-27-93 USE OF WELL Monitor
4. TOTAL DEPTH 19.0' CUTTINGS COLLECTED ❑ Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes 11 No --
6. STATIC WATER LEVEL: 10.51 FT. ❑ above TOP OF CASING• r
below
TOP OF CASING IS �€=A�V1F LAND SURFACE.
J
7. YIELD (gpm): - METHOD OF TEST - —'"r'"
_ .. r` 1993
8. WATER ZONES (depth):
9. CHLORINATION: Type Amount
t0. CASING: Wall Thickness If additional space is needed use back of form.
Depth Diameter or Weight/Ft. Material LOCATION SKETCH
From 0 To 5 Ft. 2" SCH 40 PVC-___ (Show direction and distance from at least two State Roads,
From To Ft. or other map reference points)
From
11. GROUT:
-To—Ft.—
Depth
To Ft.Depth Material Method
From 0 To 2 Ft. Sackrete Hand,
From 2 To 4 Ft. Bentonite . Hand
12. SCREEN:
Depth Diameter Slot Size Material
From 4 To 19 Ft. 2" in.0.010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
13 GRAVEL PACK:
Depth Site Mgteri;;1
From 4 _ To_i_9.__.-. F f. ---- Sand
DEC 101993
GROUND',dATER SECTION
ASHEVILLE REGIONAL OFFICE
From ----To-----_ I t ­..--- -----
I DO HEREBY CERTIFY IHA1 THIS \Nf t t WAS COt 11W: O I A ANCE WITH 1 llr t. �f ti'f i ! t J �` 11(11•:
SIANDARI)S, AND THAI A F:(>I"1 t)I Iltl ; i?LCORt :; LI I'I v O liC 1�iLl i)t,NFit 2
• I
SIGNATIIRF C:C)41RA T R OR AGEN1 DATE
to well Owner
GYO t Reveled GIAH Submit orlglnal Ir; Divi ;ion of Envuonmentai Managemenl and Cop)

North Carolina
Departs C,t of Environment, Health, and Natural ' ources
Division of Environmental Management
„GroundwaterSection_,..,
7Location:�6'b-c-D2-sdnitfIC66-
Data 9¢
(Town, Community, Subdivision and Lot No.) WELL TYP
Owner: pl D
Owner:
ounty
County—
- Road/StreetOFF s!L t r 91
Quad No. 0 $& E'
Address:
Serial No. i 7730
Lat. 3 / 7 / 3 . Long. Sz 31 -3
Well Construction
Drilling Contractor
ame
Reg. #
Gress e
Check Items Meets Min. Standards Remarks
Measured Yes I No
✓ (Permit No. �Q-DLZB-Ccl�t ` 41 Iy )
Permit Required ?6�)_
rom:...............•..-
Location - Distance From: ...................
Water Tight Sewage/waste collection...
Water
Waste disposal (septic tank drain field)77777777=
777777=
Other Poli. Source
Other Poll. Source N�A )
Casing
(Circle one)
astic arbon Galv. Stain. St. Other
Type......................................................
r
:...............
Depth..................................
Weight/thickness ; ' 14 q
Height (A.L.S.) ................ >41A..........
Other
Drilling Fluids/Additives
Type........................................ AIA.....
Grout C,--
Type......................................................
�r
Thickness.............................................
,
Z
Depth
Other
r n
Screened interval.................................
Other
Development........................................./
Total Suspended solids ..............
A' {
Turbidity...........................................
Settleable Solids
I.D. Plate
r f C (l ��Oc�n/T"
Well Contractor ............ .
Abandonment ...................... ............
f�
Temporary �........:...
..............................
Permanent ............. f
Applies to wells constructed after December 1, 1992
GW-36 Rev. 10/92
(Cont. on Reverse)

State of North Co`Tina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
GROUNDWATER SECTION
March 17. 1994
Mr. Harry James
James & ,James Environmental Management:
Route #8, Box 139
Hendersonville, North Carolina 28733
Dear Mr. James:
Subject: Compliance Monitoring Reports
A144J "*
�EHNR
Champion Hills Development
Wastewater Collection, Treatment. and
Spray Irrigation
Permit No. W00004115
Henderson County, North Carolina
It was a pleasure meeting you on March 14, 1994. Thank you for your
assistance in arranging for our office to split groundwater monitor well
samples at the subject facility with Pace, Inc.
Attached for future reference are copies of Compliance Monitoring Report
Forms containing information that is to be provided in coinpliance monitoring
reports submitted to the Groundwater Section. Also, information requested in
the highlighted areas is to be provided.
Note that well identification numbers have been assigned to each well. It
is necessary to use the numbers provided as they relate to our data entry
records. The previous well identification number, in parenthesis, Is given for
reference. If there is any d.sr.repancy between this information and your
records, please notify me so that any future confusion may be eliminated.
It was noted on the compliance monitoring report form submitted to this
office for the October 25, 1993, sample date that several parameters were
reported as "ND". Ili the future, please ensure that detection levels are shown.
(i.e., < 0.002) instead of reporting "ND"
Interchange Building, 59 Woodfin Place, Asheville, N.G. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Air . Harry James
:March 17, 1994
Page 2
Please refer to !ton -Discharge Permit No. WQ0004115 for requirements roti
groundwater monitoring.
If you have any questions or continents regarding compliance monitoring,
please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
Attachments
cc: Pace„ Inc.
Betty Wilcox

DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
March 17, 1994
MEMORANDUM
TO: Bob Cheek, Groundwater Section
Raleigh Central Office
FROM: Ann Rumbough 0-*0-
Asheville Regional Office
SUBJECT: Additions to the Compliance Monitoring Network
Two new compliance monitor wells located at Champion Hills Development in
Henderson County should be added to the compliance monitoring network. Well
numbers Q8611 (MW-1) and Q8612 (MW-2) were constructed to comply with Permit
No. WQ0004115.
Data on the new wells is attached.
/acr
Attachments

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11:26
4 BARCLAYS OFFICIAL NORTH CAROLINA ADMEGSTRATIVE CODE
(B) The well shall be maintained whereby it is not a source or channel
or contamination during temporary abandonment.
(C) Every temporarily abandoned well shall be protected with a cas-
ing.
(2) Procedures for permanent abandonment of wells:
(A) All casing and screen materials may be removed prior to initia-
tion of abandonment procedures if such removal will not cause or con-
tribute to contamination of the groundwaters. Any casing not grouted
in accordance with Rule .0107 Paragraph (d) of this Section shall be
removed or properly grouted.
(B) The entire depth of the well shall be sounded before it is sealed
to ensure freedom from obstructions that may interfere with sealing
operations.
(C) The well shall be thoroughly disinfected prior to sealing.
(D) In the case of gravel -packed wells in which the casing and
screens have not been removed, neat -cement shall be injected into the
well completely filling it from the bottom of the casing to the top.
(E) "Bored" wells shall be completely filled with cement grout, dry
clay or material excavated during drilling of the well and then com-
pacted in place.
(F) Wells, other than "bored wells, constructed in unconsolidated
formations shall be completely filled with cement gmut by introducing
it through a pipe extending to the bottom of the well which can be raised
as the well is filled.
(G) Wells constructed in consolidated rock formations or that pene-
trate zones of consolidated rock may be filled with cement, sand, gravel
or drill cuttings opposite the zones of consolidated tock. The top of
the sand, grovel or cutting fill shall be at least five feet below the top
of the consolidated rock. The remainder of the well shall be filled with
cement grout only.
(I.1) Test wells less than 20 feet in depth which do not penetrate the
water table shall be abandoned in such manner as to prevent the well
from being a channel allowing the vertical movement of water or a
source of contamination to the groundwater supply. Teat wells or bar-
ings that penetrate the water table shall be abandoned by completely
filling with cement grout.
(b) Any well which acts as a source or channel of contamination shall
be repaired or permanently abandoned within 30 days of receipt of
notice from the department.
(c) The drilling contractor shall permanently abandon any well in
wbicb the casing has not been installed or from which the casing has
been removed, prior to removing his equipment from the site.
(d) The owner shall be responsible for permanent abandonment of
a well except:
(1) As otherwise specified in these Rules; or
(r+ If well abandonment is required because the driller improperly
locates, constructs, or completes the well.
HisToRy Noir
Statutory Authority C.S. 87-87; 87-88:
Eff. Februaey 1.1976;
AmgrAed Pii December 1,1992; ScpL-mbe r 1,1984; April 20.1978.
.0114 DATA AND RECORDS REQUIRED
(a) Well Cuttings.
(1) Samples of formation cuttings shall be collected and furnished
to the Division from all wells when such samples are requested by the
Division.
(2) Samples or representatives cuttings shall be obtained for depth
intervals of 10 feet or less beginning at the land surface. Representative
N0. 443
Tide ISA
cuttings shall also be collected at depths of each significant change in
formation,
(3) Samples of cuttings shall be placed in containers furnished by
the Division and such containers shall be filled, sealed and properly
labeled with indelible -typo markets, showing the well owner,well
number if applicable, and depth interval the sample represents.
(4) Each set of samples shall be placed in a suitable con-
tainer(s) showing the location, owner, well number If applicable,
driller, depth interval, and date.
(S) Samples shall be retained by the driller until delivery instnrctions
are received from the Division or for a period of at least 60 days after
the well record form (GW -1), indicating said samples are available,
has been received by the Division.
(6) The furnishing of samples to any person or agency other than
the Division shall not constitute compliance with the department's
request and shall not relieve the driller of his obligation to the depart-
ment.
(b) Repeats.
(1) Any person completing or abandoning any well shall submit to
the Division a record of the construction or abandonment. For public
water supply wells, a copy of each completion or abandonment record
shall also be submitted to the Health Department responsible for the
county in which the well is located. The record shall be on forms pro-
vided by the Division and shall include certification that construction
or abandonment was completed as required by these Rules, the owner's
name and address, well location, diameter. depth. yield, and any other
information the Division may reasonably require.
(2) The certified record of completion or abandonment shall be sub-
mitted within a period of thirty days after completion or abandonment.
(3) The furnishing of records to any person or agency other than the
Division shall not constitute compliance with the reporting requirement
and shall not relieve the driller of his obligation to the Department.
HnTaRY Nei$
Statutory Autimmity G.S. 87-87; 87.88:
Eff. Pebruary 1, 1776;
Amended Bti. December 1, 1992; September 1, 1984; Apd 20, 1978.
.0115 DIAGRAMS AND FORMS
Hrsinitr Nom
Sumkxy Authority C.S. 87-87;
LPI. February 1, 1976;
Atntendod P.@. April 20,1978;
RepeaW Eff. September 1, 1984
.0116 DESIGNATED AREAS: WELLS CASED TO LESS
THAN 20 FEET
(a) In some areas tete best or only source of potable water supply
exists between ten and twenty feet below the surface of the land. In
consideration of this, the Director may designate areas of the state
where wells may be eased to a depth less than twenty feet. To make
this determination, the Director will find:
(1) that the only or best source of drinking water exists between a
depth of ten and twenty feet below the surface of the land;
(2) that utilization of said source of water is in the best interest of
me public
(b) The following areas as so designated
(1) in Currituck County on Torres Quarter island and in an area
between the sound and a line beginning at the end of SR 1130 near
Cunituck Sound, thence north to the and of SR 1133, thence north to
the end of NC 3 at the intetttection with the sound:
(2) on the Outer Batiks from the northern eorlwrate limit of Nags
Head an Bodie Island, south to Ocracoke Inlet:
Page 118
(ru-zr-4)
N.,

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GrolItIdw-1fer S"fIntt
P.O. Mix 2951r- i lIvigh, N.C. 2713324s--dlr
WELIL ABANbONMtNT I2 :co"
COIVI'RACI'OIZ REG. NU.
1. WrI,T, LOCA"110N; (i Tna glcMrh �f file lornfloti nt) hack nt form --------
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. OWNrR: ern. ,arL_1:i11, =# rE� K}-- �VT;1,1. 1)i/1(�RAh4: 1)tnw n (IrIn4f•cl skefrh of
_ Ihr well ghmOtiginial drrf h, rfrhth and (11,i-
3. .V_l �X %�C '� /, mel er nt srrreng rrtnlftllt)fr 1ti the .vrll, 1!tnvel
fnfervai, (ttfetvals of engine perinT-111otis. arnl
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5. 115T? or 1V1?T,1,:�1 0 ( G?t?hA'1-r: �)± � _& 1::
h1AMF:r711: -- - _
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DATE SAMPLED tg'"/7- '1S
ALKALINITY, TO pH 4.5
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ALUMINUM
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COMPANY NAME: Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER: CHAMPION HILL/MWS
HYDROLOGIC PROJECT NUMBER: FL9518248
HYDROLOGIC SAMPLE NUMBER: 9518249
HYDROLOGIC LAB I.D.#: 399
SAMPLE IDENTIFICATION: #75959
DATE SAMPLED: 11/1795
DATE EXTRACTED: N/A
DATE/= ANALYZED: 11/28/95
N=OD EPA 502.2
ANALYSIS CAS NO. SDL RESULT
( u9/1) ( u9/1)
Benzene 71-43-2 1.0 BDL
Bromobenzene 108-86-1 1.0 BDL
Bromochlorcanethane 74-97-5 1.0 BDL
Bramodichlorcanethane 75-27-4 1.0 BDL
Broarroform 75-25-2 1.0 BDL
Brcmenethane 74-83-9 1.0 BDL
n-Butylbenzene 104-51-8 1.0 BDL
sec Butylbenzene 135-98-8 1.0 BDL
tert Butylbenzene 98-06-6 1.0 BDL
Carbon tetrachloride 56-23-5 1.0 BDL
Chlorcbenzene 108-90-7 1.0 BDL
Chloroethane 75-00-3 1.0 BDL
Chlorofonn 67-66-3 1.0 BDL
Chloromethane 74-87-3 1.0 BDL
2-Chlorotoluene 95-45-8 1.0 BDL
4-Chlorotoluene 106-43-4 1.0 BDL
Dibromochlorcarrethane 124-48-1 1.0 BDL
1,2-Dibrcano-3-chloropropane 96-12-8 1.0 BDL
1,2-Dibromoethane (EDB) 106-93-4 1.0 BDL
Dibrcmomethane 74-95-3 1.0 BDL
1,2 -Dichlorobenzene 95-50-1 1.0 BDL
1,3 -Dichlorobenzene 541-73-1 1.0 BDL
1,4 -Dichlorobenzene 106-46-7 1.0 BDL
Dichlorodifluorcanethane 75-71-8 1.0 BDL
1,1-Dichloroethane 75-34-3 1.0 BDL
0 1996;' lif
p
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

11 Y D R 0 L 0 G I C
Page 2 continued
COMPANY NAME: Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER: CHAMPION HILLIMWS
HYDROLOGIC PROJEC.P NUMBER: FL9518248
HYDROLOGIC SA EU NUMBER: _ 9518249 _
SAMPLE IDENTIFICATION: #75959
DATE SAMPLED: 11/17/95
U V It w
1
20 P96,
N C
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251
NMOD EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
L u9/1)
t ug/l)
1,2-Dichloroethane
107-06-2
1.0
BDL
1,1-Dichloroethene
75-35-4
1.0
BDL
cis-1,2-Dichloroethene
156-59-4
1.0
BDL
trans-1,2-Dichloroethene
156-60-5
1.0
BDL
1,2-Dichloropropane
78-87-5
1.0
BDL
1,3-Dichloroprcpane
142-28-9
1.0
BDL
2,2-Dichloropropane
590-20-7
1.0
BDL
111-Dichloropropene
563-58-6
1.0
BDL
cis-1,3-Dichloroprcpene
10061-01-5
1.0
BDL
trans-1,3-Dichloropropene
10061-02-6
1.0
BDL
Ethylbenzene
100-41-4
1.0
BDL
Hexachlorcbutadiene
87-68-3
1.0
BDL
Isopropylbenzene
98-82-8
1.0
BDL
p-Iscpropyltoluene
99-87-6
1.0
BDL
Methylene Chloride
75-09-2
1.0
BDL
Naphthalene
91-20-3
1.0
BDL
n-Propylbenzene
103-65-1
1.0
BDL
Styrene
100-42-5
1.0
BDL
1,1,1,2 -Tetrachloroethane
630-20-6
1.0
BDL
1,1,2,2 -Tetrachloroethane
79-34-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
Toluene
108-88-3
1.0
BDL
1,213-Trichlorcbenzene
87-61-6
1.0
BDL
1,2,4-1'richlorcbenzene
120-82-1
1.0
BDL
U V It w
1
20 P96,
N C
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

Y D R O L p G C N C
Page 3 continued
COMPANY NAME: Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER: CHAMPION HILL/MWS
HYDROLOGIC PROJECT NUMBER: FL9518248
HYDROLOGIC SAMPLE NUMBER: 9518249
SAMPLE IDENTMCATION: #75959
DATE SAMPLED: 11/17/95
METHOD EPA 502.2
ANALYSIS CAS NO. SDL RESULT
( ug/1) ( ug/1)
1,1,1 -Trichloroethane 71-55-6 1.0 BDL
1,1,2 --Trichloroethane 79-00-5 1.0 BDL
Trichloroethene 79-01-6 1.0 BDL
Trichlorofluorcmethane 75-69-4 1.0 BDL
1,2,3-Trichloropropane 96-18-4 1.0 BDL
1,2,4-Trimethyibenzene 95-63-6 1.0 BDL
1,3,5-Trimethylbenzene 108-67-8 1.0 BDL
Vinyl Chloride 75-01-4 1.0 BDL
Xylenes (total) 1330-20-7 1.0 BDL
Dichlorcu ethane 75-09-2 1.0 BDL
Surrogate Recoveries:
BFB 94%
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit e ,
....�
COMMENTS:
E
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

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,EC -25-194 THU 07:47 I Dt t PACE INC. TEL 1,10;252 4616 4163 P02
i N C 0 A t° O p A T D
REPORT , o Ys1
THE AaeunanCE OF QUALITY
iN;iiuiinte '4 "F uuR'1111
James & James Environmental Mgt.
PO Box 1354
Mountain Home, NC 28758
Attn: Mr. Harry James
Client Reference: Champion Hills
November 28, 1994
PACE Project Number: A41103600
PACE Sample Number:
93 0033245
Date Collected:
11/03/94
Date Received:
11/03/94
Mw #1
Parameter
Units
MDL
Downstream
DATE ANALYZED
ORGANIC ANALYSIS
VOLATILE ORGANICS
Chloromethane
ug/L
0.5
NO
11/17/94
Bromomethane
ug/L
0.5
ND
11/17/94
Dichlorodifluoromethane
ug/L
015
NO
11/17/94
Chloroethene (Vinyl chloride)
ug/L
0.5
NO
11/17/94
Lhloroethane
ug/L
0.5
NO
11/17/94
1,1-Dichloroethene
ug/L
0.5
NO
11/17/94
Trichlorofluoromethane
ug/L
0.5
NO
11/17/94
Dichloromethane
ug/L
0.5
NO
11/17/94
trans-1,2-Dichloroethene
uci/L
C.5
ND
11/17/94
I,)-Dichlcroethane
Ug /L
0.5
NO
11/17/94
2,2-Dichloropropane
ug/L
0.5
NO
11/17/94
cis-1,2-Dichloroethene
ug/L
0.5
ND
11/17;94
Bromochloromethane
u9/L
0.5
NO
11/17/94
Chloroform
ug/L
0.5
ND
11/17/94
Dibromorrethane
ug/L
0.5
NO
11/17/94
1,1,1 -Trichloroethane
ug/L
0.5
NO
11,17/94
Carbon tetrachloride
ug/L
0.5
ND
11/17/94
1,2-Dichloroethane
ug/I_
0.5
NO
11/17/94
1,1,2 -Trichloroethene
u'/L
015
NO
11/17/94
1,1-Dichloro-l-propene
ug/L
0.5
ND
11/17/94
1,2-Oichloropropane
ugh
4.5
NO
11/17/94
Dromodichloromethane
ug/L
0.5
NO
11/17/94
trans-1,3-Dichloro-l-propene
ug/L
0.5
NO
11/17/94
cis-1,3-Dichloro-l-propene
ug/L
015
NO
11/17/94
1,1,2 -Trichloroethane
ug/L
0.5
NO
11/17/94
1,3-Dichloropropane
ug/L
0.5
NO
11/17/94
Tetrachloroethene
119/L
015
NO
11/17/94
Dibromochloromethane
ug/L
o.5
NO
11/17/94
1,1,1,2-Tetrathlvroethane
ug/L
0.5
NO
11/17/94
54 Ravonsauft Drive An, Equal Opportunity Employer
Askerille, NG 28801
TEl:T04.254.7178
FAX: IN 752.4919

THU 07:48 I I1: PAGE INC.
I NCO Pl P O R A T e 0
THE AISURANCE OF QUALITY
Mr. Harry James
Page 2
Client Reference: Champion Hills
TEL NO:252 4618 #183 P83
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter Units MDL
ORGANIC ANALY51S
VOLATILE ORGANICS
Bromoform
ug/L
o.5
1,2,3-Trichloropropane
ug/L
0.5
1,1,2,2 -Tetrachloroethane
ug/L
0.5
Hexachlorobutadiene
ug/L
0.5
Benzene
ug/L
0.5
Toluene
ug/L
0.5
November 28, 1994
PACE Project Number: A41103600
93 0033245
ug/L
0.5
11/03/94
11/03/94
cjl
C-7`'
Ethylbenzene
MW 01
Downstream
c
DATE ANAAZEC�; �.,
NO
11/17/94
Xylenes
ug/L
0.5
NO
11/17/94
Styrene
ug/L
NO
NO
11/17/94
NO
11/17/9944
`
NO
11/17/94
Bromobenzene
NO
11/17/94
ND
NO
11/17/94
ug/L
NO
11/17/94
11/17/94
Chlorubenrene
ug/L
0.5
ND
11/17/94
Ethylbenzene
ug/L
0.5
NO
11/17/94
Xylenes
ug/L
0.5
NO
11/17/94
Styrene
ug/L
0.5
NO
11/17/94
Isopropylbenzene
ug/L
0.5
NO
11/17/94
Bromobenzene
ug/L
0.5
ND
11/17/94
n-Propylbenzene
ug/L
0.5
ND
11/17/94
2-Chlorotoluene
ug/L
0.5
NO
11/17/94
4-Chlorotoluene
ug/L
0.5
NO
11/17/94
1,3,5-Trimethylbenzene
ug/L
0.5
NO
11/17/94
t-Butylbenzene
ug/L
O's
NO
11/17/94
1,2,4--Trimethylbenzene
ug/L
0.5
NO
11/17/94
1,3 -Dichlorobenzene
ug/'.
G.5
ND
11/17/94
s-Butylbenzene
ug/-
0.5
ND
11/17/94
1,4 -Dichlorobenzene
tIQ,tL
0.5
NO
11/17/94
4-Isopropyltoluene
ug/L
0.5
ND
11/17/94
1,2 -Dichlorobenzene
ug/L
0.5
ND
11/17/94
n-butylbenzene
uy/L
0.5
NO
11/17/94
1,2,4-Trichlorobenzene
ug/L
015
NO
11/17/94
Naphthalene
ug/L
0.5
ND
11/17/94
1,2,3-Trichlorobenzene
ug/L
0.5
NO
11/17/94
54 8evenecrUT uriveI An Equal Opportunity Employer
Asheville, NC 28809
TIL: 704-214-7116 ''s1AN
FAX: [phone]

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I N C 0 R P O R A T E 0
ace.c
THE ASSURANCE OF QUALITY
James & James Environmental Mgt.
Rt. 8 Box 139
Hendersonville, NC 28739
Attn: Mr. Harry James
Client Reference: Champion Hills
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter
FIELD ANALYSIS
REPORT OF LABORATORY ANALYSIS
November 16, 1993
PACE Project Number: A310256,
93 0149200 93 0149219
10/25/93 10/25/93
10/25/93 10/25/93
Champion Champion
Hills Hills
Units MDL MW #1 MW #2
INDIVIDUAL PARAMETERS
Depth to Water feet 0.01 ,11.0 2.50
Temperature (Field) Degrees C 0.5 1-16 16
pH (Field) Units 0.1 ,,8.7 5.4
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Bacteria, Fecal Coliform
col/100ml
10
✓43 MPN
4 MPN
✓Chloride
mg/L
1
--5.1
3.6
0itrogen, Ammonia
mg/L
0.05
1-0.44
0.51
Nitrogen, Nitrate in Wastewater
mg/L
0.1
AD
0.27
Phosphorus, Ortho
mg/L
0.010
AD
NO
-&olids, Total Dissolved
mg/L
1
A90
88
Solids, Total Suspended'
mg/L
1
68
NO
Total Organic Carbon
mg/L
0.50
X33
5.8
ORGANIC ANALYSIS
VOLATILE ORGANICS IN WATER -METHOD 502.2
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Chloromethane
ug/L
0.5
NO
ND
Bromomethane
ug/L
0.5
ND
NO
Dichlorodifluoromethane
ug/L
0.5
NO
NO
Vinyl chloride
ug/L
0.5
NO
ND
Chloroethane
ug/L
0.5
ND
NO
1,1-Dichloroethylene
ug/L
0.5
NO
ND
Trichlorofluoromethane
ug/L
0.5
NO
NO
Methylene chloride
ug/L
0.5
NO
NO
trans-1,2-Dichloroethylene
ug/L
0.5
NO
NO
1,1-Dichloroethane
ug/L
0.5
ND
ND
2,2-Dichloropropane
ug/L
0.5
NO
ND
54 Fiavenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
Ban Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
LosAngeles, California

i
acem��
I N C O R P O R A T E D
THE ASSURANCE OF allALITY
Mr. Harry James
Page 2
Client Reference: Champion Hills
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter
ORGANIC ANALYSIS
VOLATILE ORGANICS IN WATER -METHOD 502.2
7
REPORT OF LABORATORY ANALYSIS
Units MDL
November 16, 1993
PACE Project Number: A310256,
93 0149200 93 0149219
10/25/93 10/25/93
10/25/93 10/25/93
Champion Champion
Hills Hills
MW #1 MW #2
cis-1,2-Dichloroethylene
ug/L
0.5
ND
NO
Bromochloromethane
ug/L
0.5
NO
NO
Chloroform
ug/L
0.5
ND
ND
Dibromomethane
ug/L
0.5
NO
ND
1,1,1 -Trichloroethane
ug/L
0.5
ND
NO
Carbon tetrachloride
ug/L
0.5
ND
ND
1,2-Dichloroethane
ug/L
0.5
ND
NO
1,1,2 -Trichloroethylene
ug/L
0.5
ND
NO
1,1-Dichloro-l-propene
ug/L
0.5
ND
ND
1,2-Dichloropropane
ug/L
0.5
ND
ND
Bromodichloromethane
ug/L
0.5
NO
NO
2-Chloroethylvinyl ether
ug/L
0.5
ND
ND
trans-1,3-Dichloro-l-propene
ug/L
0.5
ND
NO
cis-1,3-Dichloro-1-propene
ug/L
0.5
ND
ND
1,1,2 -Trichloroethane
ug/L
0.5
ND
ND
1,3-Dichloropropane
ug/L
0.5
ND
ND
1,1,2,2 -Tetrachloroethylene
ug/L
0.5
NO
NO
Dibromochloromethane
ug/L
0.5
ND
NO
1,1,1,2 -Tetrachloroethane
ug/L
0.5
NO
ND
Bromoform
ug/L
0.5
ND
ND
1,2,3-Trichloropropane
ug/L
0.5
ND
ND
1,1,2,2 -Tetrachloroethane
ug/L
0.5
ND
NO
1,2-Dibromo-3-chloropropane
ug/L
0.5
-
ND
Hexachlorobutadiene
ug/L
0.5
ND
NO
Methyl tert-butyl ether
ug/L
0.5
NO
ND
Benzene
ug/L
0.5
ND
NO
Toluene
ug/L
0.5
1.9
0.97
Chlorobenzene
ug/L
0.5
ND
NO
Ethyl benzene
ug/L
0.5
NO
ND
Xylenes
ug/L
0.5
ND
NO
Styrene
ug/L
0.5
ND
ND
54 Ravenscrolt Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina
An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, Califomin

I N C 0 a P 0 fl A T E o ace,,
� REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Harry James
Page 3
Client Reference: Champion Hills
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter
ORGANIC ANALYSIS
VOLATILE ORGANICS IN WATER -METHOD 502.2
November 16, 1993
PACE Project Number: A310256L
93 0149200 93 0149219
10/25/93 10/25/93
10/25/93 10/25/93
Champion Champion
Hills Hills
Units MDL MW #1 MW #2
Cumene
ug/L
0.5
NO
NO
Bromobenzene
ug/L
0.5
NO
NO
n-Propylbenzene
ug/L
0.5
NO
NO
O-Chlorotoluene
ug/L
0.5
NO
NO
p-Chlorotoluene
ug/L
0.5
NO
NO
1,3,5-Trimethyibenzene
ug/L
0.5
NO
NO
tert-'Butylbenzene
ug/L
0.5
NO
NO
1,2,4-Trimethylbenzene
ug/L
0.5
NO
NO
M -Dichlorobenzene
ug/L
0.5
NO
NO
sec-Butylbenzene
ug/L
0.5
ND
NO
1,4 -Dichlorobenzene
ug/L
0.5
NO
NO
p-Cymene
ug/L
0.5
ND
NO
0 -Dichlorobenzene
ug/L
0.5
ND
NO
n-Butylbenzene
ug/L
0:5
NO
NO
1,2,4-Trichlorobenzene
ug/L
0.5
NO
NO
Napthalene
ug/L
0.5
NO
NO
1,2,3-Trichlorobenzene
ug/L
0.5
ND
NO
These data have been reviewed and are approved for release.
&'&4 Mr M�&
Barbara M. Miller
Supervisor, Inorganic Chemistry
lt�� 164k
Walter L. Miller
Regional Director
54 Ravenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina'
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado

P' -
I N C O R P O R A T E D
REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Harry James FOOTNOTES November 16, 1993
Page 4 for pages 1 through 3 PACE Project Number: A31025L
Client Reference: Champion Hills
MDL Method Detection Limit
NO Not detected at or above the MDL.
54 Ravenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

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-NORTH CAROLINA DEPARTMENT OF NATURALRESOURCES AND COMMUNITY DI VIA OPMFNI
a DIVISION OF ENVIRONtAENTAL MANAGEMENT GROUNDWATER SF(,I ION
P.O. BOX 27687 - RALEIGH,N,C. 27611, PIIONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE OIJLY
8,2
Ouad. No. �l -�' �+ Serial Nn!
1 It 3Sy. /7 Z Ln)t: 8 -3/
!.ifrlor
Basin Code -- --
Header Ent. G W -1 Ent.
—
Froehling'& Robertson, Inc.
MW -2 U'0GR,4o/cN'T -
DRILLING CONTRACTOR
Amount
10. CASING:
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 1045
PERMIT NUMBER: 44-0228-WM-0110
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock N. C
County: Henderson
South of Hendersonville, N.C.
Depth DRILLING LOG
(Road, Community, or Subdivision and Lot No.)
From To Formation Description
Brans ar
2. OWNER 5 Organization, Inc.
Ft-
1635 Asheville Highway
0' - 5' Grey sandy silt
ADDRESS
(Street or Route No.)
Ft.
Hendersonville NC 28793
From
City or Town State Zip Code
Ft.
3. DATE DRILLED 7-27-93 USE OF WELL Monitor
5' - 10' Brown sandy silt
4. TOTAL DEPTH 13'0' CUTTINGS COLLECTED ❑ Yes 1_j No
s
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
1.70
10' - 13' Grey sandy silt
"
6. STATIC WATER LEVEL: FT. O above TOP OF CASING,
From 0
tp below
Ft.
TOP OF CASING IS q;�=AROVE LAND SURFACE
From 2
7. YIELD (gpM): METHOD ,OF TEST .
Ft.
8- WATER ZONES (depth):
r
9. CHLORINATION:
Type
Amount
10. CASING:
Wall Thickness
Depth
Diameter or Weight/Ft. Material
From 0
To 5
Ft-
2" SCH 40 PVC
From
To
Ft.
From
To
Ft.
11. GROUT:
Depth
Material Method
From 0
To 2
Ft.
Sackcrete Hand
From 2
To 4
Ft.
Bentonite Hand
12. SCREEN:
Depth Diameter Slot Size Material
From 3 To 13 Ft. 2 in- 0.010 in. PVC_
From To Ft: in. in:From To Ft. — in. in.
13- GRAVEL PACK:
Depth
if additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads,
or other map reference points)
DEC 1 0133
I'0R4
OiFI
From 4 To 13_ -Ft. ._ -- _- Sand
From. To_- Ft.
14. REMARKS: ---- - --- _----------'- ---- -----
DO HEREBY CERTIFY THAI Tlil.'; lh11 I PS 1. IN ,t' )AN(;E WITt- N -AC, ?-C. W LI 1 IsIlaUCllr)N
STANDARDS, AND THAT A t;OPY OI ILII;; RL?.;OITO l ! t, r ) 11IF WFl I (W0,11 rt:
SI(.iNAli)Rt tat t: )Nil ACTOR OR AGENT DATE
GW T Revised 6/88 Cubmit ongm;,l t+, 1),vv;ion of I-nvi,nnntentai !.i,;nagement :+nri ropy to well oWof1f

North Carolina
Depa" int of Environment, Health, and Natursources
Division of Environmental Managem6i�,, '
Groundwater Section.,
WELL AND PUMP
Well Location: 1 ( C
Date
(Town, Community, Subdivision and Lot No.) WELL TYPE
County
/t f oSIL F �
Owner: l p« f 5
Road/Street
No.
Address: Serial No. / ./, 1 5 3
Lat,_3 5 i '7 Long.
1 Well Construction
ame Is
Drilling Contractor � � cess
Check Items Meets Min. Standards mrk
Measured Yes No
4-' (Permit No.4- OZ"t g-t�lr�t- 110
)
Permit Reauir Y )
Lnration -Distance From:... ................
Water Tight Sewage/waste collection...
Waste disposal (septic tank drain field)
Other Poll. Source
SIA )
Other Poll. Source
of )
(Circle one)
Casino ✓ asti Carbon Galv. Stain. St. Other
Type......................................................
Depth ..... ✓
Weight/thickness ....... . 1.0 LtJS m6ua j
Height (A.L.S.) J -4.P......
Other
Drilli�dcLAdditives
Type .. ...........I. �p..
Grout
Type......................................................
Thickness ............................
Depth.........................
Other ( ) ..
•r n '5 -13
Screened interval..... ...........................
Other
Devpiogment ....
Total Suspended solids ...............
r.S'
Turbidity .............................
�.A....
Settleable Solids •Ole..
D. P
Well Contractor
A-12andonment ........................... ..
Temporary ......::A...
Permanent ...............................:...... .
Applies to wells constructed after December 1, 1992
GW -36 Rev. 10,!92 (Cont. on Reverse)

Nor th unroll n
Dep'nrttnerit of t:ttvfr0nrttefyt, llet illi, lei Nnfilf"li fit(--. rtttrc("s
Division or Envifotimeril rl WringetrirnE
Grnmidwrlf er Seht lois
t1f). t1ox 29535"- Mileig11, N.C. 27$z(o-•dk*, -
WELL MA"-- N1V1kNT #KQ RD
CON'1'RACI 11 REG. No.
1. WELL L LOCATION: (S row � gkclrlt of tht• lornlfntt nti hack of form.j-
Nrtrcgt Tow n-
�t1w tom' . - — - — G� �_i� L `�
ft2oad, C `mnrtrhlfy. fill xllvlslott, 1 nl N(t.) QIIn1-1 -N
7. ()WNi' T2: WFLL I)IA(,PAM: 1)11w n dr•lalled skelr h of
_.__ --._-- ---- tilt- well shnwing fninl drhth, depilt anel (1ia
/ 1lrC yrs%_�---- rnctrr of grrrenq rctnalnln ill fhc well, ravel
3. Ai)T)T21 SS:1 1_�� ' ? 1F }_L Yl � - p
trtft•rval, irtf�rvalq of ca41nL► irr,rinraltnns, an(l
4. TOt'OrRAmw : (rnw, ?slope, hilltop v;tllry, flat (irrlli9 end types of All rnnterl,- q ii -
s. I mr or. wrl.l,: mc)v, Jpy- ,n _ _ t�A 1 r: P 4_-►(),Vt
F. '1-c)'rnl, r)rrTrtr: ---_ 1l��___ h1AMF`i'r1L• .x.`� •, -----
7. C'AS1N(, T mlovrl):
rPct sU�ntet� JJ
R. SrAT.IN(; MATMIAL:
NP��Sr•rt�>_r! �:�r�tl �mFttt f
I-)'Pq of retnrrst __.._--_.,___ hnl!q of rcmen, C_
L►ais. of water - os. of
gals. of water u�lilCtD_W.n
QI}Yr;r
'1`�•nr material.
Amonnt
9. rxPI AiN kit"ritr")t) t Mt't.ACrMrmr Or MA•f'ri IAL.
jE �
1A �
I (In hereby rri-flfy ihnt tins well nbnn(lnttmettt trentd fq ftne rtnd exnrt.
Slgnntrite of Cottfrnetnr nt4A et t M1 O
Wri.L LOCATION- I)rnw n incnfinn ?akr f(rh on file tevemt• of fhls sheet, gltnwing+ fhe ditre-
tlon and (ftstance of fire well font least two (?.) nearby rrfetrnre points
Rttrh nq roor14, inlrrgrrlfonq Ind sfteninq. ldentlfy tnd(f9 wllh Sfnle Iltgh
wny toad Will InrntInn nrrtithetq.
Si�l>nrll nrlt?tn l to the i)tvlgion of l mironrtrrnlal M;inaf!rnrent, rnrr, tory fn the i)rill'f
nn(I tine- rnpV to the owner. ------ -
yys
OW 30 Rrvtsc(I 3/R/90
Asheville

'WELL NO. b Ga .110 COUNTY
DATE SAMPLED
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE % o Ca / a % , %
CHROMIUM, TOTAL
COBALT
COD
COLIFORM,
FECAL
I`
COLIFORM,
TOTAL
COPPER
CYANIDE
DISSOLVED
SOLIDS
FLUORIDE
HARDNESS
CaCo,
HARDNESS,
NON -CARBONATE
IRON
LEAD
LITHIUM
Red Ink =
Sample taken by
facility
3

DATE SAMPLED
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICi:EL
NITROGEN, AMMONIA
C), 3
C-7-6
NITROGEN, Y.JELDAHL
NITRATE & NITRITE
©° %
0 • /7
O . %�,
O • `%,2
� , �
ORGANIC SCAN
pH
�,�
Co,l
s
6-.J
6.0
6, 3
J,
PHENOLS
PHOSPHORUS, TOTAL
J
0.02
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIFIC CONDUCTANCE
SULFATE
TOC (UNFILTERED)
Jr .
6,
J<
.
TOX
TSS
R440
� ,7 4d
?/1(00
/ 7_30
co
voc
c
ZINC
0 R7/-1o/0/-/0-sId1fAiL
®° 0
C),
0.03
STATIC WATER LEVEL
/,go '
�+
°
° 5 ,
�� Al- q

w�LL N0. � ���� �
COUNTY
DATE SAMPLED /® . ? s-- `7 / % -
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCa,
HARDNESS, NON -CARBONATE
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility
% 0
%0

DATE SAMPLED
Bfl ,2 5 = i 3
/ -
2 % ,.'
/f
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
0.71
NITROGEN, KJELDAHL
NITRATE & NITRITE
f%
09
ORGANIC SCAN
P
PHENOLS
0.01
PHOSPHORUS, TOTAL
®" off
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIFIC CONDUCTANCE
SULFATE
TOC ( UNFILTERED)
S. 9
f �i �' �
/ �
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N C
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER:
CHAMPION BILL/Nws
HYDROIAGIC PRO.TEC,"r NUMBER:
FL9518248
HYDROLOGIC SAMPLE NUMBER:
9518248
HYDROLOGIC LAB I.D.#:
399
SAMPLE IDEN'T'IFICATION:
#75958
DATE SAMPLED:
11/17/95
DATE EXTRACTED:
DATE/TIME ANALYZED:
11/28/95
H=oD EPA 502.2
ANALYSIS
CAS NO.
SDL
( ug/1)
RESULT
( ug/1)
Benzene
71-43-2
1.0
BDL
Brcandbenzene
108.-86-1 _
1.0
BDL
Brcamochlorcanethane
74-97-5
1.0
BDL
Brcanodichloromethane
75-27-4
1.0
BDL
Brcanoforn
75-25-2
1.0
BDL
Brcanomethane
74-83-9
1.0
BDL
n-Butylbenzene
104-51-8
1.0
BEE
sec-Butylbenzene
135-98-8
1.0
BDL
tert Butylbenzene
98-06-6
1.0
BDL
Carbon tetrachloride
56-23-5
1.0
BDL
Chlorcbenzene
108-90-7
1.0
BDL
Chloroethane
75-00-3
1.0
BDL
Chloroform
67-66-3
1.0
BDL
Chlorcanethane
74-87-3
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
4-Chlorotoluene
106-43-4
1.0
BDL
Dibrcmchlorcanethane
124-48-1-
1.0
BDL
1,2-Dibrcmo-3-ch1or0propane
96-12-8
1.0
BDL
1,2-Dibrcanoethane (IDB)
106-93-4
1.0
BDL
Dibro thane
74-95-3
1.0
BDL
1,2 -Dichlorobenzene
95-50-1
1.0
BDL
1,3 -Dichlorobenzene
541-73-1
- 1.0
BDL
1,4 -Dichlorobenzene
106-46-7
1.0
BDL
Dichlorodifluoromethane
75-71-8
1.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
r
-yam
y U
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-.0251' 0 FAX [phone]'Toll Free 1-800/728-2251

Y D R 4
L O G
C
N C
Page 2 continued
COMPANY NAME:
Hydrologic Asheville, Inc
COMPANY PROJECT NUMBER:
CHAMPION HILL/MWS
HYDROLOGIC PROJECT NUMBER:
FL951824$
HYDROLOGIC SAMPLE NUMBER:
9518248
SANp E IDENTIFICATION:
#75958
DATE: SAMPLED:
11/17/95
METHOD EPA 502.2
ANALYSIS
CAS 'NO.
SDL
RESULT
1,2-Dichloroethane
107-06-2
1.0
BDL
1,1-Dichloroethene
75-35-4
1.0
BDL
cis-1,2-Dichloroethene
156-59-4
1.0
BDL
trans-1,2-Dichloroethene
156-60-5
1.0
BDL
1,2-Dichlompropane
78-87-5
1.0
BDL
1,3-Dichloropropane
142-28-9
1.0
BDL
. 2,2-Dichloropropane
590-20-7
1.0
BDL
1,1-Dichloroprcpene
563-58-6
1.0
BDL
cis-1,3-Dichloropropene
10061-01-5
1.0
BDL
trans-1,3-Dichloropropene
10061-02-6
1.0
BDL
Ethylbenzene
100-41-4
1.0
BDL
$exachlorcbutadiene
87-68-3
1.0
BDL
Isopropylbenzene
98-82-8
1.0
BDL
p-Isopropyltoluene
99-87-6
1.0
BDL
Methylene Chloride
75-09--2
1.0
BDL
Naphthalene
91-20-3
1.0
BDL
n-Propylbenzene
103-65-1
1.0
BDL
Styrene
100-42-5
1.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
1.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
Toluene
108-88-3
1.0
BDL
1,2,3-Jrr chlorcbenzene
87-61-6
1.0
BDL
1,2,4-Trichlorobenzene
120-82-1
1.0
BDL
ip
a 4..e. r lij iw
. 01996
a tq: ssaja
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

Y D R 0 L
O G
C
N C
Page 3 continued
COMPANY NAME:
Hydrologic-Asheville,
Inc
COMPANY PRG7ECT NUMBER:
CHAMPION HILL/MWS
HYDROLOGIC PRCIL7ECT NUMBER:
FL9518248
HYDROLOGIC SAMPLE NUMBER:
9518248
SAMPLE IDENTIFICATION:
#75958
DATE SAMPLED:
11/17/95
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
{ ug/1)
RESULT
{ ug/1)
1,1,1-Trichloroethane
71-55-6
1.0
B
1,1,2-Trichloroethane
79-00-5
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
Trichlorofluorcanethane
75-69-4
1.0
BDL
1,2,3 'Trichloropropane
96-18-4
1.0
BDL
1,2,4-Trimethylbenzene
95-63-6
1.0
BDL
1,3,5-Trimethylbenzene
108-67-8
1.0
BDL
Vinyl Chloride
75-01-4
1.0
BDL
Xylenes (total)
1330-20-7
1.0
BDL
DichloraTethane
75-09-2
1.0
BDL
Surrogate Recoveries:
BFB
86�
BDL = Below Sample Limit
SDL = Sample Detection Limit
COMMENTS:
1491 Twilight Trail 0 frankfort, KY 40601 0 502/223-0251 0 FAX [phone] ❑Toll Free 1-800/728-2251

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PI C O R P O R A T E D
THE ASSURANCE OF QUALITY
James & James Environmental Mgt.
Rt. 8 Box 139
Hendersonville, NC 28739
Attn: Mr. Harry James
Client Reference: Champion Hills
`'
REPORT OF LA ORATORY ANALYSIS
November 16, 1993
PACE Project Number: A310256k
PACE Sample Number:
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
93 0149200 93 0149219
Date Collected:
Asheville, North Carolina
TEL: [phone]
10/25/93
10/25/93
Date Received:
San Francisco, California
Pittsburgh, Pennsylvania
10/25/93
10/25/93
Client Sample ID:
Los Angeles, California
Champion
Champion
Parameter
Units
MDL
Hills
MW #1
Hills
MW #2
FIELD ANALYSIS
INDIVIDUAL PARAMETERS
Depth to Water
feet
0.01
1,11.0
2.50
Temperature (Field)
Degrees C
0.5
X16
16
pH (Field)
Units
0.1
,8.7
5.4
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Bacteria, Fecal Coliform
col/100ml
10
�I3 MPN
4 MPN
vChloride
mg/L
1
--5.1
3.6
yNitrogen, Ammonia
mg/L
0.05
1,0.44
0.51
Nitrogen, Nitrate in Wastewater
mg/L
0.1
✓ND
0.27
Phosphorus, Ortho
mg/L
0.010
vND
ND
,,Rolids, Total Dissolved
mg/L
1
'490
88
Solids, Total Suspended
mg/L
1
68
ND
Total Organic Carbon
mg/L
0.50
,33
5.8
ORGANIC ANALYSIS
VOLATILE ORGANICS IN WATER -METHOD 502.2
Chloromethane
ug/L
0.5
ND
ND
Bromomethane
ug/L
0.5
ND
ND
Dichlorodifluoromethane
ug/L
0.5
ND
ND
Vinyl chloride
ug/L
0.5
ND
ND
Chloroethane
ug/L
0.5
ND
ND
1,1-Dichloroethylene
ug/L
0.5
ND
ND
Trichlorofluoromethane
ug/L
0.5
ND
ND
Methylene chloride
ug/L
0.5
ND
ND
trans-1,2-Dichloroethylene
ug/L
0.5
ND
ND
1,1-Dichloroethane
ug/L
0.5
ND
ND
2,2-Dichloropropane
ug/L
0.5
ND
ND
54 Ravenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

�1
i lu ca ce�
a a P o e a T E ll REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Harry James
Page 2
Client Reference: Champion Hills
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter Units MDL
ORGANIC ANALYSIS
VOLATILE ORGANICS IN WATER -METHOD 502.2
November 16, 1993
PACE Project Number: A310256(
93 0149200 93 0149219
10/25/93 10/25/93
10/25/93 10/25/93
Champion Champion
Hills Hills
MW #1 MW #2-
cis-1,2-Dichloroethylene
ug/L
0.5
NO
NO
Bromochloromethane
ug/L
0.5
NO
NO
Chloroform
ug/L
0.5
ND
ND
Dibromomethane
ug/L
0.5
NO
NO
1,1,1 -Trichloroethane
ug/L
0.5
NO
NO
Carbon tetrachloride
ug/L
0.5
ND
ND
1,2-Dichloroethane
ug/L
0.5
NO
NO
1,1,2 -Trichloroethylene
ug/L
0.5
NO
NO
1,1-Dichloro-l-propene
ug/L
0.5
NO
NO
1,2-Dichloropropane
ug/L
0.5
ND
ND
Bromodichloromethane
ug/L
0.5
NO
NO
2-Chloroethylvinyl ether
ug/L
0.5
NO
NO
trans-1,3-Dichloro-l-propene
ug/L
0.5
NO
NO
cis-1,3-Dichloro-l-propene
ug/L
0.5
NO
NO
1,1,2 -Trichloroethane
ug/L
0.5
ND
NO
1,3-Dichloropropane
ug/L
0.5
NO
NO
1,1,2,2 -Tetrachloroethylene
ug/L
0.5
NO
NO
Dibromochloromethane
ug/L
0.5
NO
NO
1,1,1,2 -Tetrachloroethane
ug/L
0.5
NO
NO
Bromoform
ug/L
0.5
NO
NO
1,2,3-Trichloropropane
ug/L
0.5
ND
ND
1,1,2,2 -Tetrachloroethane
ug/L
0.5
ND
NO
1,2-Dibromo-3-chloropropane
ug/L
0.5
-
ND
Hexachlorobutadiene
ug/L
0.5
NO
NO
Methyl tert-butyl ether
ug/L
0.5
NO
NO
Benzene
ug/L
0.5
NO
NO
Toluene
ug/L
0.5
1.9
0.97
Chlorobenzene
ug/L
0.5
ND
ND
Ethyl benzene
ug/L
0.5
NO
NO
Xylenes
ug/L
0.5
ND
NO
Styrene
ug/L
0.5
ND
NO
54 Ravenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

acec
I N C 0 fl P 0 R A T E 0
FNE A55UFANCE OF UUA LI TY
Mr. Harry James
Page 3
Client Reference: Champion Hills
REPORT OF LABORATORY ANALYSIS
November 16, 1993
PACE Project Number: A310256L
PACE Sample Number: 93 0149200 93 0149219
Date Collected: 10/25/93 10/25/93
Date Received: 10/25/93 10/25/93
Client Sample ID: Champion Champion
Hills Hills
Parameter Units MDL MW #1 MW #2
ORGANIC ANALYSIS
VOLATILE ORGANICS IN WATER -METHOD 502.2
Cumene
ug/L
0.5
ND
ND
Bromobenzene
ug/L
0.5
ND
ND
n-Propylbenzene
ug/L
0.5
ND
ND
0-Chlorotoluene
ug/L
0.5
ND
ND
p-Chlorotoluene
ug/L
0.5
ND
ND
1,3,5-Trimethylbenzene
ug/L
0.5
ND
ND
tert-Butylbenzene
ug/L
0.5
ND
ND
1,2,4-Trimethylbenzene
ug/L
0.5
ND
ND
M -Dichlorobenzene
ug/L
0.5
ND
ND
sec-Butylbenzene
ug/L
0.5
ND
ND
1,4 -Dichlorobenzene
ug/L
0.5
ND
ND
p-Cymene
ug/L
0.5
ND
ND
0 -Dichlorobenzene
ug/L
0.5
ND
ND
n-Butylbenzene
ug/L
0.5
ND
ND
1,2,4-Trichlorobenzene
ug/L
0.5
ND
ND
Napthalene
ug/L
0.5
ND
ND
1,2,3-Trichlorobenzene
ug/L
0.5
ND
ND
These data have been reviewed and are approved for release.
�atu ii I� ll��
Barbara M. Miller
Supervisor, Inorganic Chemistry
t %Jk
Walter L. Miller
Regional Director
54 Ravenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

I mil
N C o R P a cecl"'
D R A T E o° REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. Harry James FOOTNOTES November 16, 1993
Page 4 for pages 1 through 3 PACE Project Number: A31O256�
Client Reference: Champion Hills
MDL Method Detection Limit
ND Not detected at or above the MDL.
54 Ravenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

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