WQ0001650_Complete File - Historical_20190208

4 419
State of North Carolina GRjt,,,.
Department of Natural Resources and Communityevelbpn-�e�t��,
,E
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor June 26, 1.989 R. Paul Wilms
William W. Cobey, Jr., Secretary Director
Mr. Bill Penson
Town of Spindale
P.O. Box 186
Spindale, N.C. 28160
SUBJECT: Permit No. WQ0001650
Town of Spindale
Sludge Landfill
Rutherford County
Dear Penson:
In accordance with your application received May 3, 1989, we are forwarding
herewith Permit No. WQ0001.650, dated June 26, 1989, to the Town of Spindale for
the operation of the subject sludge landfill.
This permit: shall. be effective from the date of issuance until May 31, 1994 and
shall be subject to the conditions and limitations as specified therein.
I.f any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon.
written request within 30 days following receipt of this permit. This .request must
be in the form of a written petition., conforming to Chapter 150B of North Car-ol.ina.
General Statutes, and. filed with the Office of Administrative Hearings, Post Office
Drawer 11666, Raleigh, North Carolina. 27604. Unless such demands are made this
permit shall be final and binding.
One (l.) set of approved plans and specifications is being forwarded to you. If
you need additional information concerning this matter_, please contact Mrs. Babette
McKemie, telephone No. 91.9/733-5083.
cc: Rutherford County Health. Department
Asheville Regional. Supervisor
13. P. Barber & Associates
File Copy
Bill Reid- Groundwater_
Sincerely,
R. Paul Wilms
ag it
Pollution Prevention Pa Ys
j
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
As e011e Renional 6ifice
y I
t
4 1
4 419
State of North Carolina GRjt,,,.
Department of Natural Resources and Communityevelbpn-�e�t��,
,E
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor June 26, 1.989 R. Paul Wilms
William W. Cobey, Jr., Secretary Director
Mr. Bill Penson
Town of Spindale
P.O. Box 186
Spindale, N.C. 28160
SUBJECT: Permit No. WQ0001650
Town of Spindale
Sludge Landfill
Rutherford County
Dear Penson:
In accordance with your application received May 3, 1989, we are forwarding
herewith Permit No. WQ0001.650, dated June 26, 1989, to the Town of Spindale for
the operation of the subject sludge landfill.
This permit: shall. be effective from the date of issuance until May 31, 1994 and
shall be subject to the conditions and limitations as specified therein.
I.f any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon.
written request within 30 days following receipt of this permit. This .request must
be in the form of a written petition., conforming to Chapter 150B of North Car-ol.ina.
General Statutes, and. filed with the Office of Administrative Hearings, Post Office
Drawer 11666, Raleigh, North Carolina. 27604. Unless such demands are made this
permit shall be final and binding.
One (l.) set of approved plans and specifications is being forwarded to you. If
you need additional information concerning this matter_, please contact Mrs. Babette
McKemie, telephone No. 91.9/733-5083.
cc: Rutherford County Health. Department
Asheville Regional. Supervisor
13. P. Barber & Associates
File Copy
Bill Reid- Groundwater_
Sincerely,
R. Paul Wilms
ag it
Pollution Prevention Pa Ys
j
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
As e011e Renional 6ifice

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Spindale
Rutherford County
FOR TIIE
construction and operation of a 2.5 acre sludge lan.df.ill consisting of narrow
trenches (approximately three (3) feet wide) on the Town of Spindale`s property to
serve the Town of Spinda.le with no discharge to the surface waters of the State,
pursuant to the application. received May 3, 1989, and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved by
the Department of Natural Resources and Community Development and considered a part
of this permit.
This permit shall be effective from the date of issuance until May 31, 1994, and
shall be subject to the following specified conditions and limitations:
1. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
2. The sludge landfill shall be properly maintained and operated al: all times.
3. This permit is not transferable.
4. Upon completion of construction and prior to operation of this permitted facility,
a certification must be received from a professional engineer certifying that the
permitted facility has been installed -in accordance with the approved plans and
specifications.
5. This permit shall become voidable in the event of failure of the soil to
adequately absorb the wastes and may be rescinded unless the facilities are
installed, maintained, and operated in a manner which will protect the assigned
water quality standards of the surface. waters and ground waters.

6. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take such immediate
corrective action as may be required by this Division, including the construction.
of additional or replacement wastewater treatment or disposal facilities.
7. The Permittee, at least six (6) months prior to the expiration of this permit,
shall request its extension. Upon receipt of the request, the Commission will
review the adequacy of the facilities described therein, and if warranted, will
extend the Permit for such period of time and under such conditions and
limitations as it may deem appropriate.
8. The issuance of this permit shall not relieve the Permittee of the responsibility
for damages to surface or groundwa.ters resulting from the operation of this
facility.
9. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
10. No type of sludge other than that from the Town of Spindale shall be placed in
the landfill disposal site.
11. Adequate provisions shall be taken to prevent wind erosion and surface runoff
from conveying pollutants from the sludge landfill area onto the adjacent
property or into the surface waters.
12. In any future transfer of this land, a. notice shall be given to the new owner
that gives full details of the materials applied or incorporated at this site.
13. The following buffer zones shall be maintained:
a. 400 feet from any habitable residence or plaice of public assembly under_
separate ownership or which is to be sold.
b. 50 feet from any stream
C. 100 feet from any property zone
d. 10 feet from any upslope interceptor drain
e. 25 feet from any downslope interceptor drain.
14. The maximum depth of trench excavation, below land surface, shall be six (6) feet.
15. Trenches shall be excavated on a weekly basis and the sludge covered within one
week of. placement. The cover over the sludge shall be at least 2.5 feet in
thickness and compacted to 95% Proctor Density. This cover shall be mounded at
least 6 -inches above adjacent land surface to allow for settlement.
.16. Within one (l.) year of sludge placement the trench cover and undisturbed areas
between the trenches shall be scarified and recompacted to form a one (1) foot
thick cap with a hydraulic conductivity not to exceed 1 x l0"6cm/sec.
17. A topsoil layer shall be provided and a vegetative cover established and
maintained above the compacted cap to prevent damage from erosion.
18. The trench bottoms shall be lined with one (1) foot of compacted natural material
or natural-material/bentonite mixture and have a hydraulic conductivity that does
not exceed 1. x 10 cm/sec.

1.9. Prior to start of landfilling operations, soil samples shall be collected and
laboratory testing conducted to establish that on. -site materials can be compacted
to achieve the 1 x 10 cm/sec. maximum hydraulic conductivity requirement
specified above. If natural materials cannot be compacted to meet this
requirement; the amount of hydraulic conductivity of no more than l x 1.0 cm/sec,
at a given degree of compaction must be established. The results of thes-e
evaluations must be reported to the Division of Environmental Management,
Groundwater Section for review and approval. prior to start of operations. The
report shall also outline field testing which will. be conducted to ensure that
the cap linear construction requirements are met.
20. The monitor wells shall be samples initially after construction (and prior to
waste disposal operations) and thereafter every March, July, and November for the
following parameters:
NO3
Ammonia Nitrogen
TOC
Cadmium
Chloride
Water Level
TDS
Total Coliforms
pH
Copper
TOX (in Nov. only)
Zinc
The measurement of water level must be made prior to sampling for the remaining
parameters.
If. TOC concentrations greater than 1.0 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 ab-jve.
The analytical methods used for TOX must be capable of detecting the total of
all halogenated organic compounds present at a concentration of 5.0 parts per.
billion (ppb) or greater. In the event that a TOX concentration of 5.0 ppb or
greater is detected, any individual halogenated organic compound(s) present at a
concentration at or; above the method detection limit (MDL) must be identified and
quantified utilizing EPA methods 601., 602, 604 and 61.1.
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.
The Perimeter of Compliance delineated on the attached site plan for the disposal
system is specified by regulations in 1.5 NCAC 2L, Classifications and Water.
Quality Standards Applicable to the Groundwaters of North Carolina. An
exceedance of Groundwater Quality Standards beyond the Perimeter_ of Compliance is
subject to the penalty provisions applicable tinder General. Statute 143-215.6(a).
The sale of property, by the Permittee, which is within or contiguous to tyle
disposal site may alter location of the Perimeter of Compliance.

For facilities permitted on or after December 30, 1983, the compliance perimeter
is established at the lesser of 250 feet from the landfill. trenches, or 50 feet
within the property boundary.
If the title to any property which may affect the boundary of the Perimeter of
Compliance is changed,the perimeter of Compliance is changed, the permitee shall.
notify the DEM Director within 14 days. The Director shall then establish a.
modified Perimeter of Compliance which will be done as a modification to the
Permit.
21. Any additional groundwater quality monitoring, as deemed necessary by the
Division, shall be provided.
22. A set of approved plans and specifications for the subject project must be
retained by the applicant for the life of the project.
Permit issued this the 26th day of June, 1989.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms, Director
Division. of Environmental Managment
By Authority of the Environmental Management Commission
Permit No. WQ0001650
ENGINEER'S CERTIFICATION
I, as a duly registered Professional
Engineer in the State of North Carolina, having been authorized to observe
(periodically/week.ly/f.ull time) the construction of the project,
(Project)
for the
(Name or Location)
hereby state that, to the best of my
(Project Owner)
abilities, due care and diligence was used in the observation of the project
construction such that the construction was 'observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature Registration No.
Date

L✓ IYJ7 DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
May 12, 1989
MEMORANDUM
TO: Arthur Mouberry
THROUGH: Bob Cheeks '
FROM: Bill Reid
SUBJECT: WWTP Slud Landfill'���
Town of Spindale $s
Rutherford County
WQ1650/GW88131
(Babette McKemie: DEM SERG Review Engineer)
The subject project was originally submitted in May of
1988. As you are aware, since that time the project
application 'has been returned incomplete and resubmitted
several times. Unti.1- recently (March 23, 1989), the
requested chemical analyses of the sludge for synthetic
organic compounds had not been completed and submitted for
review.
After our initial review of the project application, we
indicated to the Town (Reference: June 9, 1988 letter to
Bill Penson from Michael. D. Cleary) that 15 NCAC 2H. 0 21ki)
required the landfill trenches to be fully lined with
compacted natural material or a synthetic liner material.
The project engineers, B.P. Barber & Associates, indicated
that construction of fully lined trenches would not be
feasible. Thus an alternative proposal (Reference: June
2.1, 1988 letter from Robert S. Whitaker to Michael D.
Cleary) was submitted which proposed a_6liner in the trench
bottoms (one foot thick, maximum k = 10 cm/sec.) and after
settlement, the entire- area capped with one foot of
compacted material (max. k = 1 x 10 cm/sec.). The
Groundwater Section indicated that we would consider this
alternate proposal if the applicant would perform a complete
analysis of the sludge for synthetic organic compounds.
Initial sampling results submitted with the application
indicated that the sludge may containhighconcentrations of
halogenated organic compounds. However, subsequent analyses
of the sludge did not identify significant concentrations of
these compounds. Considering that the wastewater flow to
the treatment plant is 80% industrial, it is reasonable to

believe these compounds are present, though their
concentrations may vary widely with time.
If the trenches cannot be fully lined, a partial liner
and low permeability cap system (to limit rainfall
infiltration) must be utilized.
It is recommended that the permit contain the following
conditions: -
1. The maximum depth of trench excavation, below land
surface, shall be six (6) feet.
2. Trenches shall be excavated on a weekly basis and
the sludge covered within one week of placement.
The cover over the sludge shall be at least 2.5
feet in thickness and compacted to 95% Proctor
Density. This cover shall be mounded at least
6 -inches above adjacent land surface to allow for
settlement.
3. Within one (1) year of sludge placement the trench
cover and undisturbed areas between the trenches
shall be scarified and recompacted to form a one
(1) foot thick cap hT.th a hydraulic conductivity
not to exceed 1 x 10 cm/sec.
4. A topsoil layer shall be provided and a vegetative
cover established and maintained above the
compacted cap to prevent damage from erosion.
5. The trench bottoms shall be lineq with one (1)
foot of compacted natural mater or natural
material/bentonite mixture and have. -a _Laydraulic
conductivity that does not exceed 1 x 10 cm/sec.
6. Prior to start of landfilling operations, soil
samples shall be collected and laboratory testing
conducted to establish that on-site. mate can
be compacted to achieve the 1 x 10 cm/sec.
maximum hydraulic conductivity requirement
specified above. If natural materials cannot be
compacted to meet this requirement, the amount of
bentonite addition necessary to achieve _
hydraulic conductivity of no more than 1 x 10
cm/sec. at a given degree of compaction must be
established. The results of these evaluations
must be reported to the Division of Environmental
Management, Groundwater Section for review and
approval prior to start of operations. The report
shall also outline field testing which will be
conducted to ensure that the cap and liner
construction requirements are met.

i
7.' Prior to beginning waste disposal operations,
five (5) 'monitor wells, one (1) upgradient and
four (4) downgradient, shall be installed to
monitor groundwater quality. The location and
construction details for these wells must be
approved by the Asheville Regional Office, from
which a well construction permit must be obtained.
(Note: The monitor well locations approved by the
Regional Office may be different from the
locations indicated on the approved plans.)
8. 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 TDS
Ammonia Nitrogen Total Coliforms
TOC pH
Cadmium Copper
Chloride TOX (in Nov. only)
Water Level Zinc
The measurement of water level must be made prior
to sampling for the remaining parameters.
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.
The analytical methods used for TOX must be
capable of detecting the total of all halogenated
organic compounds present at a concentration of
5.0 parts per billion (ppb) or greater. In the
event that a TOX concentration of 5.0 ppb or
greater' is detected, any individual halogenated
organic compound(s) present at a concentration at
or, above the method detection limit (MDL) must be
identified and quantified utilizing EPA methods
601, 602, 604 and 611.
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.

_ The Perimeter of Compliance delineated on the
attached site plan for the disposal s stem is
specified by regulations in 15 NAC 2L,
Classifications and Water Quality Standards
Applicable to the Groundwaters of North Carolina.
An exceedance of Groundwater Quality Standards
beyond the Perimeter of Compliance 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 location of the
Perimeter of Compliance.
For facilities permitted on or after December 30,
1983, the compliance perimeter is established at
the lesser of 250 feet from the landfill trenches,
or 50 feet within the property boundary.
If the title to any property which may affect the
boundary of the Perimeter of Compliance is
changed, the permittee shall notify the DEM
Director within 14 days. The Director shall then
establish a modified Perimeter of Compliance which
will be done as a modification to the Permit.
9. Any additional groundwater quality monitoring, as
deemed necessary by the 'Division, -shall be
provided.
JWR/tej
cc: Don Link
Central Files
Permit Issuance Files

1
i
i
40
LL -
a r-"
� ,� � _ \ � f '� � - fes.../ •
i
o/ELLS �rc/ITI `�ti! ��A1 2no Ac- -E
_
CNOLC/�ti:GS 69EE,�- PELi
--
2*Wk
Pe-rimc4e- oS �nn+pltdnce r
: {

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Niangement
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey, Jr., Secretary February 27, 1989 Director
Mr. Bill Penson
Town of Spindale
P.O. Box 186
Spindale, N.C. 28160
SUBJECT: Project Return (W00000773)
Town of Spindale
Sludge Landfill
Rutherford County
Dear Mr. Penson:
This is in reference to your application received November 9, 1988, for a
non -discharge permit for the subject facility.
Due to continuing delays in making your application package complete, and time
considerations in our review process, we can no longer hold your application package
and are returning it as incomplete. The documents are being forwarded to you under
separate cover.
Due to the time which has elapsed in the review of this project, certain
application requirements pertaining to the EP TOX 'test have changed. For this
reason a new and complete EP TOX should be included in your resubmittal. This EP
TOX must include the following: pH, As, Ba, Cd, Cr, Pb, Hg, Se, Ag and the organics
Endrin, Lindane, Methoxychlor, 2,4,5 -TP and 2,4-D.
When you have obtained the information which is needed to make your application
complete, you may submit a new application package. In consideration of the
background of this application, no new permit processing fee will be required upon
resubmittal. Please include a copy of this letter in your application package in
order to assure that the fee is waived.
If you have any questions concerning this matter, Please contact Mrs. Babette
McKemie at telephone no. 919/733-5083.
Sincerely yours,
I 7 D
R. Paul Wilms
cc: Asheville Regional Office MAR 7 _ lqp�q
Bill Reid, Groundwater Section
B. P. Barber & Associates
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Ashe fille Pegio_,nal 'Jif Oe
Asheville, Nbrih Carolina
An Equal Opportunity Affirmative Action Employer

o rr.SUP2'
', Fes, rw c •nr
I �
8
1� State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 NorthSalisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary September. 22, 1988 Director
Mr. Bill Penson, Town Administrator
Town of Spindale
P.O. Box 186
Spindale, NC 281.60
SUBJECT: Project Return (APN011.499)
Town of Spindale
Sludge Landfill
Rutherford County
Dear Mr. Penson:
This ,is in reference to your application received May 5, 1988 for a
Non -discharge permit for the subject facility.
In a letter dated July 19, 1988, you were advised to provide a;corplete
analysis of the sludge forsyntheticorganic compounds to our groundwater section
within sixty (60) days to make the application package complete or your application
package would be returned as incomplete. Since this sixty (60) dayrequirement
elapsed on September 17, 1988, the Division of Environmental Management must return
your application and support documents as incomplete, in accordance with North
Carolina General Statute 143-215.1. The documents are being .forwarded to you under
separate cover.
When you have obtained the requested information which is needed to make your
application complete, you may submit a new application package and permit processing
fee.
If there are any questions concerning this project, please contact Babette
McKem.e, at telephone no. 919/733-5083, ext. 546.
Sincerely,
Paul Wilms
cc: Asheville Regional Office .
Mr. Dennis Ramsey
B. P. Barber & Associates
Bill Reid 'Ground Water
Pollution Prevention_ Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

B. P. BARBER & ASSOCIATES, INC
ENGINEERS PLANNERS SURVEYORS
351-C EAST BLACKSTOCK ROAD/SPARTANBURG, SOUTH CAROLINA 29301
AREA CODE 603/576-6610
June 21, 1988
Mr. Michael D. Cleary
North Carolina Department of Natural
Resources and Community Development
Division of Environmental Management
512 N. Salisbury Street
Raleigh, N. C. 27611
Re: Town of Spindale
Sludge Landfill Design
Job No. 88004
Dear Mr. Cleary:
MEMBERS: A.S. C.E./A.W. W. A.
S. C. SOC. OF ENGRS./S. C. S. P. E.
Reference is made to your letter dated June 9, 1988 to Mr. Bill Penson in which
you requested further information in order to complete your review of the above
referenced project. Pursuant to your request, we are enclosing three (3) copies
each of the additional information you requested to be included in the report
and revised construction plans. The items listed in your letter are replied to
below.
1. Location map is to be included in Chapter 1.
2. A map with topographic contours (USGS) showing property owned by the
Town and the site location is to be included in Chapter 3. There are no
wells within 500 feet of the site.
3. The monitoring well detail has, been revised on the construction plans
per N. C. regulations.
4. Attached to this letter is a statement from S&ME that the seasonal
high water table was not indicated at any of the soil borings in the
area based on inspection of the soils from the borings.
,iVED
JUN -2 "` 1988 � )UN 0,2 1981.
Groundwater Section
Asherville Regional Office GPO N01"A' i ER SECTION
Rt EIGN, NC

5. Attached is a detail showing the trench profile that includes lining
material meeting 15 HCAC 2H .0219 (f). This lining material will
consist of soil taken from the top strata to achieve the maximum
permeability,required. Bentonite will be mixed with the material on
an as needed basis to also maintain the required permeability. The
cover shall also utilize on site material scarified and compacted
periodically to maintain maximum permeability and reduce rainwater infil-
tration.
Included in the statement from S&ME is their estimation of typical per-
meability expected from the materials encountered in the soil borings. It
would be reasonable to expect that with proper compaction the material found in
-6
the top layer could achieve the required 10 cm/sec. conductivity.
we assure you of Spindale's commitment to comply with environmental regula-
tions for the protection of the State's surface and groundwater supplies. Spindale
has invested a large sum of money to upgrade its treatment facilities to include
proper sludge handling and disposal in order to comply with EPA and DEM policies.
Presently Spindale is working under a judicial order to have the treatment facility
meeting permit limits by July of next year. Construction of the dewatering
facility hinges on the expeditious review and approval of this project as submitted.
You should not hesitate to contact us should you have any questions.
very truly yours,
a"obert S. Whitaker
RSW/cgp

Loc.4Tio+�i �jA�
� 1
' 1!4
As 2191 � ii2!
= 4
a
LIJ
un
,U+. LAE42F'tLL S tTE
at
° RUTH
0 _ ;•}
.'a'•':S.
IAM :1
i ii :aii J
A }:--1 lig
13..5,
}".._. '•p iesi •4 5:+,. t.T,•:SM `1 1.40
.=e- °sem-76
�v 2
v� ]21:
�THERFORDTON
POP. 3.245 ^ }`• itl1:IAK
_ _ <;•- )i
7 _y}
v
JOE
121 - :ah } �r�_ _ •�
headAim i
x sS
`7'
w!
rJ ].4!! z
SPINDAIE
POP. 3.848im
47
RA
22M .25 - 4rx 45 .25 :; .17 .15 .05f
4r
_;-•� -�'I 16 221
'.." � 4 _. .. ? IJ _ � v .08? n«.�`•'.` }>i1 a F._'� t A .qa
J `v s 21!! k 49,, lUi1
74
- mIFLM
2117
zm
yk by ;..� a • 31a2 `'ti
2195
AA
-80
2164 0000
M S
2112 un ...�:.: .. 74 a {
us w IM
._
14 -
.67 . 219 '7.,..17!6 !.03
>. ..�
is \
dap 21L Lff w f' iLt. .26 'di 1159
j iI4➢. R 214P „� 32.1
1 22�
ile i 22A* Jj ilz'
_ 3 21 \ 21H 2i,iL

wwIr
too\ .51TS
W
% % ) LANPfrILL.
too
6p 0-
V/ELS S
e. t— 517E
SALE

1 rGtJl:,4,-,
Q
Cn
a.! 15171S f,fA7",LAiAL- .3AG4Fl4G
4c�Ct464C7W 7-0
Lh4l�JG�PIZc;G7a��• Ml �c �3E�1T0�I17�
i gECQ To
ccs-l�JT V1 77--
C�iYPIGA c. j
'c-r.�Gr?c.�' ^nl s1 �../-� L L`.4 ; Ga�/�`?= AT
c4�lt � alJ 12E G GdM p,.q�-F- v./1
oy -G
'3f7rjtlrl.k-cry:': fFN(O /vt�-)[. ryUn' !O cM sac Ga,w'cJc�T �/ "i
1 _i
DESIGN
CALCULATIONS
PAGE � 0 F y_
DATE ZV";E 12
PROJECT TITLE `"f �''
PROJECT NO. `
SUBJECT GGFI !.- T2%-lG%��
BY
M��%!(I
-
.�iV�f t'.orl`�. %,�in+%/I"'//'vi"{r 7
r'
/
�/,•t-l�
95 % Ar- "16-
i
1 rGtJl:,4,-,
Q
Cn
a.! 15171S f,fA7",LAiAL- .3AG4Fl4G
4c�Ct464C7W 7-0
Lh4l�JG�PIZc;G7a��• Ml �c �3E�1T0�I17�
i gECQ To
ccs-l�JT V1 77--
C�iYPIGA c. j
'c-r.�Gr?c.�' ^nl s1 �../-� L L`.4 ; Ga�/�`?= AT
c4�lt � alJ 12E G GdM p,.q�-F- v./1
oy -G
'3f7rjtlrl.k-cry:': fFN(O /vt�-)[. ryUn' !O cM sac Ga,w'cJc�T �/ "i
1 _i

S&ME
Formerly, Soil &Material Engineers, Inc.
June 14, 1988
Mr. Keith Overstreet
B.P. Barber and Associates
351-C East Blackstock Road
Spartanburg, South Carolina 29301
Subject= Spindale Sludge Landfill
Spindale, North Carolina
1261-88-033.
Dear Keith:
Based i? , our r�~e.: �o t ersat y we ?`i:a e revi�-w si �,:ir
n i recent n ,�. i n._
subsurface exploration report for the p ro j ec 1 (refer to .ginME
report dated March lea, 1988). This letter addresses the
groundwater level and the estimated soil permeability.
The site was explored with s1 +y. .li test borings each
extended t_3 _i depth of 2 ef:t The 1-m ri:g-a too .�o
encounter groundwater. Based on our visual classification of
the soils and the time of the year the borings were performed
(first part cf March), the historic sea-sonal high water table
level is bel -w a deptii of 25 feet and `rc) -ably bel, --,w a dey'th
of 30 feet.
The upper clayey silts at thissiteare expected to have
a erme.-ability .,n the orderof lo -6 _•!_`ntliinetF-r4 -Fr— eco -c-1
_ � L J �' 1 1`_ .1 _ LL
This+ -,nn-- s 3 t o i 8 feet thick k c. t r1,le [ or '_ g lr,Cat- on-- bbl
�`_�_7� i._ � ,, ee �� �:_ . -- �- l--_.�.�
is not pr,-.ar fat}�:c?ren$ B-2. The silty :3xC.d=}t•1 4q
clayey silt and at the surface of boring B-2 will have
= perme=bilities of 10-4 tc 10-5 centlimeters per second.
We hope this information is responsive to your needs.
Sincerely,
Soil & Material Engineers
Walker C. Birdsong, P. E�
Senior Geotechnical Engineer
r -B/cg
S&ME, Inca
349 E. Blackstock Rd.
Spartanburg, SC 29301 [phone]

B. P. BARBER &- ASSOCIATES, INC.
ENGINEERS - PLANNERS -SURVEYORS
35I -C EAST BLACKSTOCK ROAD/ SPARTANBURG, SOUTH CAROLINA 29.308
AREA CODE $03/576-45610
June 21, 1988
Mr. Michael D. Cleary
North Carolina department of Natural
Resources and Community Development
Division of Environmental Management
512 N. Salisbury Street
Raleigh, N. C. 27611
Re: Town of Spindale
Sludge Landfill Design
Job No. 88004
Dear Mr. Cleary:
Reference is made to your letter dated June 9, 1988 to Mr. Bill Penson in which
you requested further information in order to complete your review of the above
referenced project. Pursuant to your request, we are enclosing three (3) copies
each of the additional information you requested to be included in the report
and revised construction plans. The items listed in your letter are replied to
below.
1. Location map is to be included in Chapter 1.
2. A map with topographic contours (USGS) showing property owned by the
Town and the site location is to be included in Chapter 3. There are no
wells within 500 feet of the site.
3. The monitoring well detail has been revised on the construction plans
per N. C. regulations.
4. Attached to this letter is a statement from S&ME that the seasonal
high water table was not indicated at any of the soil borings in the
area based on inspection of the soils from the borings.
R E C El V11 D

5. Attached is a detail showing the trench profile that includes lining
OV material meeting 15 HCAC 2H .0219 (f). This lining material will
consist of soil taken from the top strata to achieve the maximum
permeability required. Bentonite will be mixed with the material on
an as needed basis to also maintain the required permeability. The
cover shall also utilize on site material scarified and compacted
periodically to maintain maximum permeability and reduce rainwater infil-
tration.
included in the statement from S&ME is their estimation of typical per-
meability expected from the materials encountered in the soil borings. It
would be reasonable to expect that with proper compaction the material found in
1 -6
t1he top layer could achieve the required 10 cm/sec. conductivity.
we assure you of Spindale's commitment to comply with environmental regula-
tions for the protection of the State's surface and groundwater supplies. Spindale
has invested a large sum of money to upgrade its treatment facilities to include
proper sludge handling and disposal in order to comply with EPA and DEM policies.
Presently Spindale is working under a judicial order to have the treatment facility
meeting permit limits by July of next year. Construction or tine aewazer.Laq
facility hinges on the expeditious review and approval of this project as submitted.
You should not hesitate to contact,us should you have any questions.
very truly yours,- A
'cbert S. wh?taker
WOMM

Mr. Keith Overstreet
B.P. Barber and Associates
351-C East Blackstock Road
Spartanbu.rg, South Carolina 29301
SubJect: ', S'Pindale Sludge Landfill
Spindale, North Carolina
1261-88-0343.
Dear Keith:
]Based on our recent conversat'ir.)n_-, we have revir--wed our
subsurface exploration report for the (refer to S&ME
report dated March 10, 1988). This letter addresses the
groundwater level and the estimated soil permeability.
The site waa explorpd with six boring. -3 a c. h
extended to a depth of '25 feet. 1'h,7- I-,oririgs did no" -
encounter groundwater. Based on Our visual c 1 as s i f -L,-, a t of
the soils and the time of the year the borings were performed
(first Part of March), the historic seasonal high water table
level .4z. bel ---w a depth of 25 feet and -_-,r,_-)bab1y I-, w a 14 -t ­, h
of 30 feet.
The upper- clayey silts at this have she - si-le are expected to have
ay,, i:­_rmeatDility on -,.,.he ord.er of4'
t-_,z_-.n,tJ1nieter.S Per se-2r-ind,
T -,s z -,n -z- i- to 13 "Feet thJck +"e,e br 'ring
Z. not 1'reEerl°- ra-11- boring B-2. T;;es
Q�illty -sjand� e
ciclayey Silt and at the surface of boring r% B-2 will hav,:_-
Permeabilit- i es of 10-4 tc 10-5 centime7ers per second.
We hope this information i3 responsive to your needs.
Sincerely,
Soil & Mate -ria! Engineers
Walker Cl. Di.rdsong, P.E.14
Beni :-f- ":�­Dtechnica Engiieer
W_.M
9
SWE Inc.
349 E. Blodisrock Rd.
5partanburg, SC 29301 [phone]

ijESIGN
4'
PAGE 1 OF
DATE
PROJECT TITLE
PROJECT NO.
/Ar.1��"ii ! ;2utidG1 t C ;,4 f � i.lo"�.� BY �
UBJECT
710
A&4,cvl ,mac
t
V
s
cGif YY
lT'S
,
1e4
1'.iW
�fJyy��... pP ��Gr�F/L.L
'7 F,p��s J T -y � Ed /xJ,
/ ,/P ^�J/
�a��.'a-
pci�c/lf
gEGQ /D �l�fflil�
4 tom{
). l'✓JGR G! c: r"A1 .d '�/�`�..
:,i Gsg i C^ v't:�Y AT
2. �1C�c 1 lE 'r� r
cavV4:a ;® vE7'�:�Eo
TOF' O/.lE FSC? O Gil `72— T—. q14 r r'o t� Tom= GC�It rZ

RECEIVED
'Mater Quality section
s ,,1'u ij 10 103
Asheville Regional Office
Asheville, forth Carolina
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor GROUNDWATER SECTION R. Paul Wilm,,
S. Thomas Rhodes, Secretary Director
June 9, 1988
Mr. Bill Penson
Town Administrator
Town of Spindale
P.O. Box 186
Spindale, NC 28160
Dear Mr. Penson
SUBJECT: WWTP Sludge Landfill
Town of Spindale
Rutherford County
APNO11499/GW88131
As part of the Division of Environmental Management's
comprehensive approach in addressing the impact of waste
treatment, storage, or disposal projects on the environment,
your permit application has been forwarded to us for assessment
of the potential impact of the project on groundwater quality.
Our initial review indicates that the data submitted is
not sufficient to make this assessment.
Before your application can be processed therefore, you
are requested to submit the following information to the
Groundwater Section. This information should be submitted in
full within 60 days of the date of this letter. Failure to
—turning- of t�ii application as
incomplete.`- -- - nre
1. A general location map, showing orientation of the
facility with reference to at least two (2)
geographic references (numbered roads, named
streams/rivers, etc.)
P.0-36x-27AS87_':Bakigh,.. North Carolina 27611.7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

3. Please note that all monitoring wells must meet
the construction requirements as set forth in 15
NCAC 2C .0108 (see attached figure).
4. Information as to any evidence encountered in the
boreholes which would indicate historic seasonal
high water table.
5. In accordance with 15 NCAC 2H .0219(f), treatment
works and disposal systems utilizing earthen
basins, lagoons, ponds or trenches "...shall have
either a liner of natural material at least one
(1) foot in thickness and having a hyd_rgulic
conductivity of no greater than 1"x 10
centimeters per second when compacted, or a
synthetic liner of sufficient thickness to exhibit
structural integrity and an effective hydraulic
conductivity no greater than that of the natural
material liner". .
Liners will be required unless it can be demonstrated
by predictive calculations or modeling methods acceptable to
the Director, that construction and use of this disposal
method will not result in contravention of assigned water
quality standards.
Please feel free to contact the Groundwater Section, at
[phone], if clarification or information is required.
Sincerely,
Michael D. Cleary
Permits Group
tej
cc: Don Link
Babette McKemie
B.P. Barber & Associates
351-C EAst Blackstock Rd.
Spartenburg, SC 29301
Central Files
Permit Issuance Files
_
q

Steel Outer Casing
cif plastic inner casing)
Land
Neat Cement Grout
Well Casing
(2' or larger diam.�
Pelletized Bentonite
Clean Washed
Sand or Gravel
-Well-
�c�ee�
Locking Cap
—r
N Surface
NOTE:
1. Borehole to be six inches
larger than outside diameter of
casing.
2. Casing and screen to be
centered in borehole.
3. Top of well screen should not
be above mean high seasoned
water level.
4. Casing and screen material to
be compatible with type of
contaminant being monitored.
5.
A
Well head to be labeled with
highly visible warning saying:
"Well is for monitoring and not
considered safe for drinking.'
Well to be afforded reasonable
protection against damage
after construction.
N
NOTE:
1. Borehole to be six inches
larger than outside diameter of
casing.
2. Casing and screen to be
centered in borehole.
3. Top of well screen should not
be above mean high seasoned
water level.
4. Casing and screen material to
be compatible with type of
contaminant being monitored.
5.
A
Well head to be labeled with
highly visible warning saying:
"Well is for monitoring and not
considered safe for drinking.'
Well to be afforded reasonable
protection against damage
after construction.

GROUNDWATER SECTION GW #®
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY %�Q� Cc� �t DATE ,,T1r�fe 3 /9$il FIELD INVESTIGATION? { Y/N )
FACILITY NAME -rQn of - 1�WA�°� " s�u��° �Q'h���l COUNTY AfMthP-45/Y�
LOCATION err or- SK !S9/ a! R!ala-
!YPE OF DISPOSAL SYSTEM ( LAGOON, ETC.) ,S1ge�oG % 1"ll DESIGN CAP. (GPD )
DESCRIPTION OF FACILITYS1Wa�.I� ril/ Joe .Pry oAw in &!!Af-l es en ? S ge-g-e-
7
S!•/ adIat Pit %~ - mas/NPh%�
SIZE OF IMPOUNDMENT (FT. SQ) & /OR SIZE OF APPLICATION AREAS acres
WASTE SOURCE: ®:MUN. SLUDGE MUN. - W. WATER: ❑ PRIMARY SECONDARY Q TERTIARY
[]IND. SLUDGE IND. W. WATER OTHERS
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM srt)— FT. WELL FT.
FOR WELL: TYPE OF USE ND iNlroi8afYM, DEPTH PUMP RATE ( EST. )
WHAT DESIGN CONDITIONS WILL REDUCE / INCREASE CHANCE OF GW CONTAMINATION:
WHAT NATURAL SITE CONDITIONS WILL REDUCE / INCREASE CHANCE OF GW CONTAMINATION: T4eLe
-- - - ' - 4-1 ." f - - - - -f_ &- - _-f- . ..f . _ -A _ .,r / / _
DEPTH- TO: BEDROCK tg&& FT. , SEASONAL HIGH W. T. FT. , ANNUAL W. T. FLUXw"ID FT.
SURFICIAL AQUIFER BEDROCK /ARTESIAN AQUIFER
GEN. LITHOLOGY lam o " o/% G� k 1;t. enrksS
J�PMM6i��y r3 ,(� U4,SCG MEASURED)
HYD. COND. Oj - /D� FT./DAY MEASURED
ESTIMATED ESTIMATED
THICKNESS &Z;=AV26 FT.
NO. OF MONITOR WELLS: PROPOSED: UP_ I DOWN 3 ; EXISTING : UP_DOWN D
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION =0Y - -!K -�E If- -6(- _
T 1 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL.) _ ;Y SITUATION GRADE _
PROPOSED SAMPLING SCHEDULE & PARAMETER(S) :t % ldm1&yJP/` 1e e
ov
T4 T�$ ,off TOL, Cl To fa/ ceh f m G u CA/ Z'A anal t✓,r i' 1eaelS TD (N a
REMARKS/RECOMMENDATIONS:
L
GW -48 Revised 8/87 HYD. REGIONAL SUPERVISOR

WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET
cwt:
Determhe
on ground between can110 distance Point vakie 0 1 2 J 4 b 6 7 8 9 'CO/
taminarion source and Dktares' h 20M+ 10 - 19 DistanceV
water wrpply (weep meter 1000 - 20 ISO - 299 1� by - 74 20.34Pt. Value
0 9
sirearr0. Oktanoe in 6200+ 1001- 3 10 251-500 101- 160 (Stop 1)
31- 60
feet 3100 - 6200 501-1000 161- 250
61 - 100 0-30
K water tyle in permeable bedrock pt. vokis .b; in poorly pemneable bedrock
Pt. oakie = 4 -
Sfeo 2 Pohl value 0 1
Esthate the depth 2 3 4 5 6 7 8 9"'
Lao—
to the water table Met*" 60+ 30.80 20.29 12-29 8-11 5-7 3.4 1525 5-1 e�
2�+ 91-200 61 90 0 Depth Pt. Volae
below bane at Con Fest 36.60 26-35 16.25 9-15 3-8 0-2 0 W.T. (Step 2)
tonryrafian source
more than 5 %of
Ihe
Y--
OA
I(3j
Ifo)
I
2A
11
4A
I II
6A
1
II
F w Waste suxace in grokndwater discharge area,
tits tnh L, gmurrywkter oontomkation d depth / uitamoe
8A
I
it
I
9A
II
More than 95
Estknoge
6
?
4.
2F
3E4G
SF
water
table groaieht
Water table Gradient Gradient
Gradient
Gradient Gradiern
Gradient
Gr5=1/adieMjj %
Pt. Value
from caMarrtrr
gradient and away from dmod
Clow direction
less than
less than greater
grader
4D 5E
(Step 3)
lion site
all water 1k1
2 percent
2 percent than 2
ttan 2
9N
60-74
15-19
supper that
toward
towered percent
percent
4E g
5H
7D
ore closer
water
water toward
toward
90
46-59
10-14
than 1000
applytwt
*vply grater
water
0 6D
51
7E
meters
not the
and is the supply
wppty
9P
26-45
3-9
18
anticipated
anticipated bd not
and is the
5C 7C
5.1
8D
direction of
direction of the anti.
anticipated
9C
10-77
Less than 3
18
flow
flow cipded
Qinection
5D 98
5K
9C
7K
direction
of flow
9R
Lou than l
Of now
Bedrock of land surface; I- 5Z, 11 = 9Z
Step 4
Estimate of
pemreablitfy.
sorption for the
waste dhpo" site.
C2) A Row - Rock > 100
bet below
land
'3
sgooe �4
(1) I cokrm - bedrock
posy `c
permeable a
LL f7�
O�
(4)1 u0111rm - bedrock - ? O e
kek�tMe►y = z
orvery m C
pernieable
Clay with Clean
no more Sand with Sand with gravel or
#M50% 15-30% less than Clean Ane coarse
Ckwv
More than 30
OA
I(3j
Ifo)
I
2A
11
4A
I II
6A
1
II
F w Waste suxace in grokndwater discharge area,
tits tnh L, gmurrywkter oontomkation d depth / uitamoe
8A
I
it
I
9A
II
More than 95
25.29
OB
IC
I
2F
3E4G
SF
6E
7F
8E
9G
9M
75-94
20-24
OC
2C
IE
3D
4D 5E
5G
6F
7G
6F
9H
9N
60-74
15-19
OD
38
IF
4C
4E g
5H
7D
7H
1)G
91
90
46-59
10-14
OE
48
2D
58
0 6D
51
7E
71
90
9J
9P
26-45
3-9
18
68
2E
78
5C 7C
5.1
8D
71
9E
9K
9C
10-77
Less than 3
18
88
3C
8C
5D 98
5K
9C
7K
9F
9L
9R
Lou than l
Bedrock of land surface; I- 5Z, 11 = 9Z
22"
Degree of confidence in accuracy of values
silt -4e
Point of concern with regard to contarrtnant souce k
1—v . 11 oearOCK err Una $Waco. use 10 (pkn appropriate letter)
A . very confident
8 . fdfy confident
C .with low confiderae
W - near by well
S . 4Wv / ritmarn
B - perlmetet of cnnw%iios
+6122 6A Additional Cualitter (Ckde Only One)
D = Cone of depression of nearby punPkV wet hos,
wit IlkeyMm
, irft"nce coahor4 tiow
M . fAidhV* likelyor
MOUrKkV Under site
E . Distance in Ste 1 based on
P separafbn from
P . Site has poor percolation potential (talus at 3 or leu h Step 4 )
conte n xwt plksne tdher than point souos
p . Waste soumo In groundwater red►orge area
F w Waste suxace in grokndwater discharge area,
tits tnh L, gmurrywkter oontomkation d depth / uitamoe
T . Water table Inw N tz♦0►ty fractured or oaverou rock
K - Aroourwerloh by Cawnotrt Mneslons
V . SN* urxloftn by i or more Me
artedan oqun
c
�L
Y
& C,
Category
(Step 4)
Cortkyence
(Step 5)
Point of Concern
(Step 6A)
Cualitfer
(Step 68)

Site NumLL de�c Mon _
Told Step 1 Stop 2 Stop 3 Slap 4
( Add Step 1- 4 (omltletter) )
Site Grade Based on Hydrogeologlo parameter:
Step 5 Stop 6A Stop dB
2222
(1) Numerical Site Desctlptlon ( from Step 7 )
(2) PAR VALUE (Stage 3)
SITUATION RATING: (1) - (2)
(table below)
SITUATION GRADE
no site
mo oT af%ris
(see table below)
Q SITUATION GRADE
$ft Ri6allft-luT
(see table below)
Total Perm // Sorp. HPMI
SITUATION RATING TABLE
To be used for Step 9 (Naturd) and Step 10 (ModMed) (Stop 10)
SITUATION RATING
( Combined Value) ONT A MNAILM IO SITUATION
CONTAMINATION DEGREE OF ACCEMABIUTY GRADE
8 or les
knprobobb
P obobly aooeptabie
A
_7 to
' per, 000eptable or
B
-3to+3
ebb unaooeptable
Aoceptonoe
uxWlah
C
+4 to +1
Probably Probably uiacceplobie
D
+8 or moreVery
Probable a �1ON ooceptabie
AlmodoeftMto be
F
unooceptabie
The probability of contomominatlon horn sttw&yw.WAV vdues between t 7 and - 7 Is diflfctAf to cotoporke
salkfaclorly. Therefore, thk range of vokm. represented by grader 8 and C. k designed orgy by a quKttpn mak.
Acceptonoe or rejection of 00 Ute for the Intended purpose k a reWQW0Mlty Of the parBo� mq*ftfy OQef1Cy
and may depend on speclol requirements of ttm agency or on femb lity and ezacutbn of approved
engkwwkV of 0 Ito (Stage 4).

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
V
MEMORANDUM
TO: &0,I L. �n k
FROM: Bill Reidl-14e
SUBJECT: Application for Renewal/Amendment of Existing Permit
New Permit
Facility Name lOccwt 04 S lnlo/c'_..
County 0&4-4er �or
Type of Project
Applicable Permit Numbers : APN v�/4 99
GW 88131
We have received a copy of the above referenced application,
which was sent to your regional office for comment on or about
%YIa� l G '1988.
You should review the application package for completeness
and adequacy of relevant information and submit your request
for additional information to me (via telephone or memo) by
W7a 3/ 1988 so that all required information can be
requested from the applicant at one time. A copy of our formal
request to the applicant for additional information will be
provided to you.
If you do not require additional information from the
applicant to complete your evaluation of the project, you should
review the application package and submit your comments to me by
one 9 ,1988.
If a copy of the application package has not been made
available to your office, PLEASE LET ME KNOW.
cc: Permit Issuance Files
EC,1VE
BR/ls/RONOTIF
MAY 2 0 1988
Groundwater Section
Asheville Regional Office

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor David R. Spain
S. Thomas Rhodes, Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
May 27, 1988
Mr. Ronnie Pack
Town of Spindale
P. 0. Box 186
Spindale, North Carolina 28160
Subject: Usual Monitoring Requirements for
Sludge Disposal by Trench and Fill
Town of Spindale
Rutherford County, North Carolina
Dear Mr. Pack:
Although the permit for the Town of Spindale may reflect other
conditions, the following parameters are generally recommended for sludge
disposal by trench and fill methods: pH, NO3, total ammonia, total
dissolved solids, total organic carbon, chlorides, total coliforms, copper,
cadmium, zinc, total organic halides, and static water levels.
As you requested, I have enclosed permit applications and monitor well
construction diagrams.
If you have further questions, please call Don Link or me at
704-251-6208.
Sincerely,
Diane M. A. Eskenasy, P. G.
Hydrogeological Technician
DMAE:ar
Enclosures
cc: Bob Cheek
Interchange Building, 59 Woodfin Place, PO Box 370, Asheville, NC. 28802-0370 • Telephone [phone] —6208
An Equal Opportunity Affirmative Action Employer