WQ0000603_Regional Office Physical File Scan Up To 10/17/2022

sL
Sta:e of North CarolinaR�;1�Y►�,, �.r.�
Department of Natural Resources and Community De Q0T' . 1 U r_1'b";
Division of Environmental Management �
512 North Salisbur.- Street • Raleigh, North Carolina 27611
James G. Martin, Governor Paul Vfilms
S. Thomas Rhodes, Secretary November 23, 19$8 r Di-tctor
Mr. Gary Loflin
Harrison Construction Company
P. 0. Box 359
Alcoa, TN 37701;;;,
SUB.iECT: Permit No. 4Q0000603
Harrison Construction Co.-Dillsbdro Quarry
Recycle Wastewater Treatment Facility
Jackson County
Dear Mr. Loflin:
In accordance with your application received October 12, 1988, we are
forwarding herewith Permit No. WQ)000603, dated November 2.3, 11.988., to Harrison
Construction Company for the construction and operation of the subject recycle
wastewater treatment facility extalisi.ons.
- Th-i.s p-,:rritit shall be eff.ecti-.;e: from the date of issuance until October 31,
1993, nuid shall be subject to the cor'ditions and. lamit.ations as specified therein..
if any parts, requirements, or: limitations contained in this permit are
unacceptable to you, you have the right to request an adjudi.catory hearing upon
written. request within 30 days following receipt of this permit. This request rr:.;st ,
be in the form of a written petition, conforming to Chapter 150B of North Carol -".La.
General Statutes, rind filed with -he Office of Administrative Hearings, Post Off;-ce
Drawer 1-1666, Raleigh,'North Caro'_ina 276-04. Unless such demands ara made. 1--his
permit shall be final and .binding.
Core (1) set of approved plans and specifications is being forwarded to you. 1f
you need additional information conce.rni.ng 'this matter, please contact Jack Flog'-+,
telenhone No. 919/733-5083. ext. 349.
Simcere:ly, f
R. Paul Wi.lms
cc: Jacksonville County Health Departm.e-nt o
Asheville Regional Superviscr
John Campbell
Groundwater
Pollution. Prevention Pais
P.O. Box 27687, Raleigh, :North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity :aifirmadve Action Employer

Engineer's Certification
1, , as a duly registered Professional
Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time) the construction of the project,
for the
(Project) (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
Permit No. WO0000603

DIVISION OF ENVIRONMENTAL MANAGEMENT
_GROUNDWATER SECTION
November 17, 1988
MEMORANDUM
TO: Arthur Mouberry
THROUGH: Bob Cheek
FROM: Bill Rei
SUBJECT: Harrison onstruction
Sand Separator - 2 Lagoons
Jackson County
W00000603/GW88262
(Jack Floyd: DEM SERG Review Engineer)
The Groundwater Section has reviewed the subject permit
application and recommends issuance of the permit with the
following conditions:
(1) Any groundwater quality monitoring, as deemed
necessary by the Department, shall be provided.
MC/tej
cc: Roy Davis/Don Link
Central Files
Permit Issuance Files
1
ECEll V
N 0 V ^: s. 1988
Groundwater Section
4sheville Regional Office

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
MEMORANDUM
TO: 0on I. ill K
DATE:
FROM: Bill Reid
RECEIVED
G rounDWaterSection
OCT 2 7 1988
Asheville Regional Office
Asheville, North Carolina
SUBJECT: Application for Renewal/Amendment of Permit No.
New Permit
Facility Name is617 ronsfrucl%on CO,
County J'a t ks o in ,
Type of Project _ uoon (-Sa^d w454'A9 yeaci_ji-�')
Applicable Permit Numbers : WQ • Geoo 603 GW frrr �6 2-
EPA
AC
We have received a copy of' -the above referenced application,
which was sent to your regional office for comment on or about
OG+Obey /�, 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
J%J91WAv,3, 1988 so that all required information can be
request6d 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
-revietl the application package and submit your comments to me by
1988.
If a copy of the application package has not been made
available to your office, PLEASE LET'ME KNOW IMMEDIATELY so that a
copy can be forwarded to you as soon as possible.
MDC/APPMEMO

WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET
Facility: � � Gc.u�7 k1.aG7-7m� �c�.
County:
GW #
Reviewer
Determhe the distance
Point value
0 1 2
3 4
5
on grand between con-
6 7
8 9
✓,ter
tarNrtafkxt source and2+
Distance in
meters
1000-2 —4150-299 75-149
35-49
10-19
Distance
water suppy(won ar
60-74 20-34
0-9
stream).
Distance in
6200+ 1001- 3100
251-500
101-160
31- 60
Met
3100 - 6200 601-1000 161-
250 61-100
0 - 30
NGIS: Ifwater table inpermeable bedrock pt. value =6: In poorly permeable bedrock
pt. Yukio =4
Step 2
Esthtatethe depth
f
Point value
0 1 2
3 4
5 6 7
8 9
40
to the water table
Meters
60+ 30-60 20.29
12-29 8-11
5-7 ' 3.4 15.25
5-1 0
Depth
below base of con-
Feet
�+ 91-200 61 90
36-60 26-35'
16-25 9-15 3-8
0-2 0
W.T.
torrr iilnatian source
more than 5 % of
the year.
�raia��c
B9ntvalue
m 1
3 4
5 -
Estimate water
table gradientgradlent
Water table
Gradient Gradient
Gradient
Gradient Gradient
Gradient
Grodkent
from contamh-
and
away from almost
loss than
lace than greater
greater,
ation site
flow direction
as water fiat
2 percent
2 peroerd than:2
than2
supplies that
toward
towoed percent
percent
are closer
water
water toward
toward
than 1000
supply but
supply water
water
meters
nat the
and B the supply
supply
anticipated
anticipated but riot
and It the
direction of
direction of the anti.
anticipated
flow
flow cipated
direction
direction
of flow
Of flow
St*D 4
Estimate of
permeability -
sorption for the
waste disposal site.
(2) A Row - Rock > 100 ` _
Met bek:�ar F—I
surface J LU
w�
01 column - bedrock
poly 0 c
Permeable " o y
1221
(4) II column - bedrock - LU LU ZO a
rol Way U
orYery is-ic
Perrneabio
CIOy wBh Clean
no more Sand with Sand with gravel or
tham5O% 15-30`x less than Clean fine coarse
Clay ..
More than 30
OA
2A
4A
6A
8A
9A
More than 95
I
I
I'
II
I
II
1
11
I
II
'I`
II
25-29
OB
1C
1D
2F
3E
4G
SF
6E
7F
8E
9G
9M
75-94
20-24
OC
2C
lE
3D
4D
5E
5G
6F
7G
8F
9H
9N
60-74
15-19
OD
3B
1F
4C
4E
6C
5H
7D
7H
BG
91
90
46-59
10-14
OE
4B
2D
58
4F
6D
51
7E
71
9D
9J
9P
28-45
3-9
1B
68
2E
78
bC
7C
bl
8D
7.1
9E
9K
90
10-27
Less than 3 11B
8B
3C
8C
5D
9B
5K
9C
7K
9F
91.
9R
Less than 1
Bedrock at land surface. I- 5Z, I I = 9Z
2221
Degree of confidence in accuracy of values
wore : rr vearock at land surface, Lao 10 (plus appropriate lotto,)
A = very confident
B = fairy confident
C nwith low confidence
Stop 6A .
Point of concem wah regard to cwttamkwo source k : W =,tear by wel
S - spring / dream
B = perimeter of compliance
3190_65 Additional Quallaer (Circle Only One)
D - Cone of depression of nearby pumping well has, M = Fluid mounding under site highly Ikey
or will wkety, ""Ice contaminant now
E - Distance In Step 1 based on separation from
cortaminart plume rather than point source
F = Waste source In groundwater discharge area,
thus minimal gnokndwader cartortlYtorllon at depth / dWamce
K = Area underlain by caverous limestone
P = Site has poor percolation potential (Vdue at 3 or loss in Step 4 )
Q = Waste source In groundwater recharge area
T = Water table in very highly fractured or caverous rock
Y= Site underlain by 1 or more artedan aquifers
4
Pt. Value
(Step 1)
3llie
(Step 2)
Pt. Vokre
(Step 3)
Category
(Step 4)
Confidence
(Step 5)
S
Paint of Concern
(Step 6A)
F
Qualifier
(Step 6B)

WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET (CONT.)
Stec) 7
Site Numeric —al description
Total Step 1 Step 2 Step 3 Step 4 Step 5
( Add Steps 1 - 4 (Omit letters ) )
Site Grade Based on Hydrogeologic Parameters
Stet) 8
Hazard Potential Matrb(Idenfllfer (HPMI )
(0ne) D G 1
8 E H + `
DA C F 1
HPMI
(1) Numerical Site Description ( from Step 7 )
(2) PAR VALUE (Stage 3)
SITUATION RATING: (1) - (2)
(tab!® below)
SITUATION GRADE
no IN Modicans
(see table below)
Stec) 10 SITUATION GRADE
site moclincafuT
(see table below)
P
Step 6A Step 6B
Totai
Perm / Sorp. HM
—7 +
.__IL_
.2-1�_
-7_
®
_2
i
SITUATION RATING TABLE
To be used for Step V ( Natural) and Step 10 ( Modified) (step 10)
SITUATION RATING PROBABILITY OF SITUATION
( Combined Value) CONTAMINATION DEGREE OF ACCEPTABILITY GRADE
8oriass Improbable Probabyooceplable A
-7 to -4 ? probably acceptable or o
marginally unacceptable
to+3 Accepianoeuncertah C
+4 to +7 Probably Probably unacceptable D
or marginally ooceptable
+8 or more VeryProbable Almost certain to be F
unacceptable
The probability of contamaminalbn from situations having values between t 7 and - 7 Is difficult to categorize
satisfactorily. Therefore, this range of values represented by grades B and C. Is designed only by a question mark.
Acceptance or rejection of as sMe for the Intended purpose Is a responsibility of the particular regulatory agency
and may depend on special requirements of the agency or on feaslbillty and execution of approved
engineering of a site ( Stage 4

GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
GW#
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY M DATE I1- % - FIELD INVESTIGATION? (Y/N )_ ,
FACILITY NAME COUNTY_\,A Lk -S�ril
LOCATION
TYPE OF DISPOSAL SYSTEM ( LAGOON, ETC.) DESIGN CAP. (AGM
-
DESCRIPTION OF FACILITY SSA -Alf) zj.145,1l IJX 7
/xz6- z- 1 A-r Np 2C'rX? !6c>' X 5 r
SIZE OF IMPOUNDMENT (FT. SQ) /5 12re2 & / OR SIZE OF APPLICATION AREA
WASTE SOURCE:, ❑ MUN. SLUDGE MUN. W. WATER: E]/ PRIMARY SECONDARY TERTIARY
Q IND. SLUDGE MIND. W. WATER OTHERS �/ ► /Jc>Y�/�.0 rL PA �'iL��� Ll�S �'
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 REDUCE / INCREASE CHANCE OF GW CONTAMINATION: Sic j,t4! Y�-I
�i� � Y_A,'Sfi.F��F�.= �,LIIGQ c � � Lt� P� t7u�� ���lv� csF �=av n�,U'T-A�"► W A�N
DEPTH TO: BEDROCK ?'So FT. , SEASONAL HIGH W. T. FT. , ANNUAL W. T. FLUX: tjA)K_ FT.
SURFICIAL AQUIFER BEDROCK / ARTESIAN AQUIFER
GEN. LITHOLOGY-*iA',-C-LA:tiJ L-1 SILL- l"t," 615 S
HYD. COND. 2 1 x 1D FT./DAY ❑ MEASURED FT./DAY MEASURED
0-ESTIMATED ESTIMATED
THICKNESS Z� FT.
NO. OF MONITOR WELLS: PROPOSED: UP_(--�> DOWN K-�)_ ; EXISTING : UP L— DOWN
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION =1�
T 1 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL.) SITUATION GRADE =�'
PROPOSED SAMPLING SCHEDULE & PARAMETER(S) :
REMARKS/RECOMMENDATIONS:
0
NAl A r%—. J--r a ie-r

North Carolina Department of Natural llosources and Community Dovelnp:n�nl
L:nvironnie..ntal \Management Commission
�0Fj 1
NON-DISCIIARGE PF1011T APPI,I(:.1'I'ION*
D E 11 USE ONLY
Permit Number:
I ? ft�l1 ,•.,i1 {� f':: i r;,; ,; ::
iu accordance with N.C. General Statutes (:haptar 1-13, :Irtic.c 1 - � ._
Cc,—i
Jackson
Applicant (name of board, individual, or others): tt:•i'• `':!itt_, Illttlli l•,: •ii;id
Application Date:
Harrison Construction Company, Division of APAC-Tennessee, Inc.
September 21, 1988
Project (name of city, village, town, sanitary district, estobtishmeni):
Sand Washing Plant
_
1'OII:
® Non -Discharge Treatment/Disposal I' aciltt ]t'�
Brief. Project Description:
❑ Pretreatment Facilities
❑ Sewer Collection System (private)
Relocate Sand Separator From Old
❑
Highway 19 (See Permit No. 2449-R3)
l,xtend Sewer and Sewer Systems (public)
to New Location at Dillsboro Quarry.
NATURE OF WASTEWATER:
❑ Sewage
❑ Sludge/Industrial Waste
Other WXXX Water/Inorganic/Particulates
From (sewers, pretreatment facilities, treatment plants): Serving (city, institution, in-ustry):
N.A. i Harrison Construction Company, Inc.
Into (name of treatment plant): Tributary To (name of .-oter course):
Crushed Stone Washing Facility ! N.A.
At (location of treatment plant):
Dillsboro Quarry `
Name and Complete Address of Engineering Firm:
Staff Engineer: Gary D. Loflin, TN License No. 14174, P.O. Box 359, Alcoa, TN 37701
_
Treatment Works Capacity to Serve (name of project). For (no, yrs.) Average Daily Gallons Sewage ar Waste =Ic-:
Dillsboro Quarry, Dillsboro, NC I 10 N.A.
Affect Overall Reduction in Pollution (not applicable for sewer projects):
Estimcred Costs:
B. 0. D. (5-day 2(f C)
Toxic Materials (specify ib ench, add pages if needed)
c.
N.A. %
N.A. o
Serve.-s -0-
o
N.A. o
Patic-. - .
St-O-
Suspended Solids 0-100 M L
g/
TOTAL SOLIDS 0-100 Mg/L%
N•A. 5r
lan!c•.ut
Plan!
Pl! S _(j_
: •.; }•. v:: :•:'•.::::;:::•: •:::=:•'r::•::: ti'::+:{:•:'r'•::
0 t h e c _ pe c i T.; )
'::f',f••:�:•::••:::�:::•.:.:;;.�::•
N.A.
Set Up CostsS 40,000
Coliform Bacteria 0 %
TOTAL TOXIC MATERIALS N.A. e
Estima•ed Completion Dc:e:
3-1-89
Applicant assures that proposed works will be constructed, supervised, operated and maintained in accordance ,: ith approved ❑SanS anti
specifications or approved changes thereto.
Print Name: Gary D. Loflin Title: Engineer Mailing Address: P.O. Box 359 i
(� Alcoa, TN 37701
Signoture: .1/•
1- Fill-in ALL spaces. If not applicable, enter N/A.
21 Secure appropriate signature (mayor/city manager for municipality; chairman for sanitary district board; ownc"proper oificia: a{ core;:atioi
or legally constituted board or commission in charge of proposed works): A letter of authorization is required from prape-
design engineer or other agent signs application-
3. Submit to N.C. Department of Natural Resources and Community Development, Environmental Mar,aae.nent, P,clei _cn, NC
original and first copy of application, 2 sets of finalized plans, specifications and ether supporting data as required by C=-missicn Rules.
NOTE: Application reviews are scheduled on receipt of COMPLETE' information. Generally, 30 days are requires for pollutic-, obatemen: pro,e::s; 90
(or other projects
For Assistance, call the State Central Office 919/733-5083, P.O. Box 27687, Raleigh, N.C. or
'Asheville [phone] 'Mooresville [phone] "Washington [phone] 'Wins?---Solem:919) 76i-2351
159 Woodfin Street 919 North Main Street 1502 North Marker Stree, BOO.-,S is Crcci Park ,::i. E.:-
A..•.eville, NC 28801 Mooresville, NC 28115 Washington, NC 27889 `8'instc--Salcm, NC 271=5
'Fayetteville [phone] *Raleigh [phone] 'Wilmin-*on 0191 256-41-}
Suite 714 Waehovia Building Box 27687 7225'+,•,ghtsville Aven•_e
Fayetteville, NC 28301 Raleigh, NC 27611 Wilmin_ton, NC 28403

C R O U N D W A T E I POLLUTION SOURCE '._ E V' A PI U A T I O N
R A N K I NC, CR I TEP.I A'
THREAT TO GROUNDWATER
THREAT TO PEOPLE. OR ECONOMY
➢THREAT OF POLLUTANTS
Probability of Groundwater Violations
How Hazardous to Health/Economy-; ;
.How Toxic are Pollutants (us•e Sax)
3
Violations dOCUli:ented or highly probable
3
people or business advised of contamination
3 High value
2
Default.
V
Default
"2 hind value
0
Violat'ilons unlikely
1
No expected impacts on people or business•,'
/lJ Low or None value —
Extent of ;Groundwater. Contamination
_
Number of People at Risk
Qgaptity of Pollutants in Ground
3
hlappable.;migrating plume•
3
q or more family units, or 510,000 ]'o'ss
3-, Reportable quantity of hazardous material
�.
(CERCLA def.) or quantity of real concern
2
Default`
02
Default
Default
lnsjgp, cant contamination expected
]
No people or other interests at risk
1 Not of concern to regional office V
Seriousness of Groundwater Threat
Seriousness of People Threat,
Seriousness of Pollutant T!'reat
3
One of most serious in DEM region
3
Strong OEM concern over threat to peop1
3 One of most serious in OEM re(•ion
2
Default
®
Default
.2 Default
Not considered a serious problem
1
No threat to people or economy "'
61)4'-Not .a serious threat
FEASIQILITY OF RECLASSIFYING.GROUNDWATER;
RANK SCORE:
FEASIBILITY FOR, TAKING ACTION
Feasibility
for Remedial Action
Need
to Reclassifv,C.roundwater
/�_
Source LWWISM ` /% jV5!, i-
3
Remedial action both feas-ible' and desirable
3
Groundwater- should be relassified RS or GC
Name:
2
Default
2
DefaultOOIJ�
(1
No remedial action recommended
I
No reclass, nor remedial action recommended
Control Number:
Desirability of Remedial' Action
Desirability of Reclassification
_
3
One of top regional office priorities
3
One of top reclassification priorities
County.: A"Cg�SOA
2
Default,
2
Default
Ranker:
Not' a priority incident
Not a priority incident
Date:,, T_

Control Number
County Number
GROUNDWATER POLLUTION SOURCE INVENTORY
Source Name
OWNERSHIP
1 Private
Source Address
2 Municipal
3 County
4 State
Cit
County
Region
ILLS 4$.40
�'K(�,
.�,f��rs0/�
5 Federal
6 Military
Owner/Operator !
7d QuaR Name
Mu t1pTe ources a i
YES NO
e
tounTy ource s
POTENTIAL SOURCE OF GROUNDWATER POLLUTION
LOCATION
6PERATION TYPE
TYPE OF WASTE
DISPOSAL FACILITY
OTHER SOURCE
Facility
1 Municipal
1 Gasoline/diesel
Lagoon, etc.
1
Agricultural Activity
2 Highway
Industrial
2 Other oil
2 Landfil*l-contro.
2
Salt water intrusion
3 Railroad
3 Agricultural
3 Solvents
3 Landfill-uncont.
3
Chemical stock pile
4 Waterway
4 Oil and gas
4 Corrosives
4 Land application
4
River infiltration
5 Pipeline
5 Mining
5 Other chemical
5 Abandoned site
5
Mine drainage
6 Dumpsite
6 Other Source
6 Sewage/septage
6 Sewer system
6
Intentional dump
7 Other
7 Sludge
7 Septic tank
7
Spill
8 Leachate
8 Injection well
8
Leak --above ground
®Other solids
9 Disposal well
9
Leak --underground
D In use
10 Gas
WASTE:
STATUS OF SOURCE: 2 Inactive
11 Pest/herbicides
3 Other
12 Fertilizers
-/tj C)R-
t
POLLUTION STATUS AND CROSS-REFERENCES
GROUNDWATER POLLUTION
FACILITY PERMITTED: Yes No
1 Confirmed 1 Rank
1 NPDES 6 Mining
6) Potential 2 Tabulate
No: No:
2 DEM Nondischarge�(� 7 Hazardous
Waste (RCRA)
MONITORING WELLS
1 No monitoring
2 State has data
3 Well Construction 8 Solid Waste (Landfill)
3 Data at facility
No: No:
4 Status unknown
4 Capacity Use 9 Oil Terminal
Registration
DATABASE CROSS-REFERENCE
No: No:
1 ERRIS (CERCLA) list
5 UIC 0 Air Quality
ID:
No: No:
2 Surface Impoundment (SIA)
Comments
ID:
3 GW Pollution Source Inv.
Date:
4 Other DEM investigation
Date:
Compiler: Date.:
J

GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF NATURAL RESOURCES AND. COMMUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE _DESCRIPTION
REVIEW BY:
DATE: /09 N -.W.D. PERMIT NO.lUC,�-FZ
T&N : •
l LtS Z) -Q
---COUNTY:
�f e e-Z&V
NAME OF FACILITY OR INSTALLATION:
A 12C�_GV
(lAlS7-4c1c7-1o1V � }
ADDRESS:
/LLs t
/�C
TELEPHONE., -....'.-
OPERATOR
OR CONTACT PERSON: L�,ffiLL
r
ADDRESS:
TELEPHONE:
LOCATION
(SKETCH ON BACK) : !
P 3
ige'"! / IV l `cEe7-!01V iui7-N
QUAD. NO. 'P15 LAT. 3S 7--6- 0 ® LONG.
3 3 /S- ,�_112_
TYPE SOURCE (LANDFILL, LAGOON; ETC.): t-tt C p
ELEV.
TYPE AND QUANTITY OF POLLUTANTS: o C4, AAII C_ ;Sg 4,
( S-f�'> O LA-v 5 t YCO n!
DESCRIPTION OF FACT! ITY OR SITE (SKETCH ON BACK): 3 5ETTLt,- f A[G t i t4
HYDROGEOLOGIC CONDITIONS AT SITE: VjkZ-_R- - +A-5)cr 4gUjFe9_ Is 6 �
P ,,L,7-C- -., t /;-a.� 4 a t r-Eg- (Sy �2 t4 � i �-t� � :sits Airr'f
DESCRIPTION OF UNCONSOLIDATED MATERIALS:. C A

r
-THICKNESS OF UNCONSOLIDATED MATERIALS (FEET):<�P
TYPE OF..�BEDROCK (FRACTURED GRANITE GNEISS., ETC.).:
DEPTH TO BEDROCK (FEET):
HYDROGEOLOGIC UNIT: 44�kjq'S7wo,--Y % '7-.,.! LAIr744A•f �
.DEPTH TO WATER TABLE (FELT'):
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO. , ETC.) :"/o
NEAREST STREAM: 'yC=_A SEC cC jet DISTANCE (FEET):
NEAREST WATER -SUPPLY WELL: P�s-g DISTANCE (FEET): 2OciF;�
SUB -BASIN: ___1'E Ai Aj LI
POLLUTION CONFIRMED BY ANALYSIS: AJ A DATE:
f
EXPO AI N : -------
ANALYST: -- --
MONITORING FACILITIES INSTALLED: o&/®, NO. OF WELLS:
MONITORING WELL QUADRANGLE NO.:
SAMPLING SCHEDULE:
SAMPLED BY:
PARAMETEP.S :
ANALYSES
AND OTHER, DATA
AVAILABLE:
1060 3CI
REMARKS:
U �) CR
f S
` d L',2 A16

` Permit "f0 . U
STAFF REPORT AIND RECOMMENDA:T10NS
Date: April 5., - 1983
PART i - INSPECTION OF WASTEWATER TREATMENT PLANT SITE-
'_ .Facility: Harrison Construction Company
Jackson County, North Carolina
2.- Inspected `by: 1.4. E. Anderson
3. Persons contacted: D. McCall
4. Directions to site: .From the intersection of U.S. Hwy. 21 441
and SR 1377 at Dillsboro, travel west on SR 1377 approximately
..5 miles to Harrison Cons tructi on. Company.
5. Latitude: 350 22' O" North
2449
Longitude: 830.15' 52" West
PART 11 - WASTEWATER TREATMENT WORKS -
1. Description of waste treatment facility: Inorganic solids
settling ponds
2. Final disposition of sludge: Returned to -quarry
PART _ I I - EVALUATION A'4d RECOM1 iENIDATIONS:
The request is for construction of settling ponds to treat the
sol ids from a sand classifying operation. The facility is to be con-
structed near the Tuckaseigee River and care should be taken to ensure
that the banks are sufficiently stable and the facility is above the
flood crest. Modification of the existing permit fo'r waSTe'llater from
a stone washing operation to include the sand grading operation is recom-
mended.
Prepared by: W. E. Anderson
f
^�'. c `R4

s•� � r
W2 TH CAROL N-
GREENS CREEK QUALPA4I,GLE
i730- 292 -93 '130.000 FEE7 295 83.15,
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NORTH MOLINA
BY I RONU FAL MAMIE IF. CMI I I SS I ON
DEEPART11BT. OF NATMAL AND EC901C RESOURCES
RALEIGH
Watcr Qua:",y Division
MAR 14 1963
Western * Regional Officag
&-heville, Nor-th Carolim
APPLICATION FOR PERIMIT MI DTSa71P.,RGE
INMS-r-FEWATER FROM PRETFSAT=1 FACT II= TO
0= W-SMW= TRKkUEZ'Q-T FACUXIMS, SL?MR
SYSTM3, MIMR SYSTE14 ED-MNSIONS, AND
WASTER. TREAT4 =, FACILITIES NOT DISCHARGING
TO THE SURFACE WATERS CE UM STATE
II CONSTRUCTION COMPANY
Filed :
DIVISION OF APAC-TENNESSEE, INC.
Nam
By
P, 0. Box 359
(Address)
A-!coa, Tennessee 37701
051-1Q5 NO. 1
8-1-74

Marc' 3 19
NORTH CAR,LINA ENVI% ZENTAL KWAGUIENP CQN2�ffSSICN
y DEPARZ4VENT OF NN'YURAL AND BM1g0..%LaC! RFSOURa:S
RALEIGH, NORTH CAMLINA
Gentlemen:
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, application is hereby made by Harrison Construction Company
(Name of board, individual.
Division of A.PAC-Tennessee, Inc.
or others
of the Dillsboro, North Carolina
in the county,.
(Name of city, village, town, sanitary district or establishment)
of Jackson to the North Carolina Environmental Management
(Location of Project)
Commission, Department of Natural and Economic Resources for the approval of the accom-
panying plans, specifications, and other data submitted herewith covering the construction
of Three inorganic s61ids_settling basins
and for a "Permit" for the discharge of Inorganic solids
(sewage, industrial waste or other wastes)
from the crushed stone, washing and classifying operation
(sewers, pretreatment facilities, or treatment plant)
serving HarrioQn Gonst, Co - Dill shorn Quarrry, into . A Closed rQcvrcI ing
(Name of municipality,institution or industry,etc.) (Name of treatment plant}
wastewater treatment syste% r ground waters, tributary to N /A
N/A at
(Name of -water course)
on old 23-441 in Dillsboro, North Carolina
(Location of treatment plant)
The plans for the proposed works have been prepared by Harrison Construction Company
(Engineering Firm)
ofP. 0. Box U9, Alcoa. TennaGsaP 3_J7Q1
(Address)
It is estimated that treatment works will provide adequate capacity to serve the
Manufacturing process for a period of 5 __ years,
at which time it is estimated the average daily sewage or waste flow will not exceed
80,000 gallons. 'It is further expected that the treatment works will affect over-
all reductions in pollution as follows: B.O.D.(S-day 200C) i� A %, suspended solids
Rt A total solids 11 %, coliform bacteria Nf.4 %, and toxic materials*. The
cost of the proposed works is estimated to be: sewers $6,000.00, pumping stations
$ treatment plant S other $25,000.00• The works will be completed
on or before May 15, , 19 81
The applicant hereby agrees that the proposed works will be constructed in strict accordance with the approved plans and
specifications or subsequently approved changes therein and further agrees to place its operation under the care of a competent
person and to maintain and operate the plant according to the best accepted pr tc and in accordance with the plans and
specifications approved by the Commission.
Sienature:
'HARRISON CONSTRUCTION COMPANY
`-..-vlailina,Address:'..DIV_ I.S-101i ,OF-:APAC-.TENNESSEE. INC. P. O.Box _359

oV
North Carolina Department o, Natural
Resources &Community Development
James B. Hunt, Jr., Governor Joseph "I. Grimsley, Secretary
Mr. Jerry L. Hampton, Chief Engineer
Harrison Construction Company
Division of APAC - Tennessee, Inc.
P. 0. Box 359
Alcoa, Tennessee 37701
Dear Mr. Hampton:
DIVISION OF
ENVIRONMENTAL
MANAGEMENT
Robert F. Helms
Director
Telephone [phone]
June 2
9, ?-_EIV. �'
Water Quality DWisi l
Western Regional Offtc4l
Asheville, North CaroliAM
SUBJECT: Permit No. 2449-R2
Harrison Construction Company
Division of APAC - Tennessee, Inc.
Dillsboro Quarry
Crushed Stone and Sand Washing Systems
Wastewater recycling systems
Jackson County
In accordance with your application received March 23, 1983, we are
forwarding herewith Permit No. 2449-R2, dated June 29, 1983, to Harrison
Construction Company, Division of APAC - Tennessee, Inc. for the construction
and operation of the new sand washing and recycle facilities and the continued
operation of the existing crushed stone recycle wash water facilities. .
This permit shall be effective from the date of issuance until July 31, 1988,
and shall be subject to the conditions and limitations as specif ied'"tn9_
and shall void Permit No. 2449 issued October b, 1972, and the Permit No. 2449
extension issued February b, 1979, and all other prior permits for these systems.
if any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be
contended. Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to
you. If you have any questions or need additional information concerning this
matter, please contact Mr. A. R. Hagstrom, telephone No. 919/733-5083, ext. 102.
cc:- Jackson County Health Departmen
Mr. Forrest Westall
Asheville Regional Supervisor
Asheville Regional Manager
?AfT
ti
Sincerely yours,
Original Signed By
W.. LEE FLEIVING, JR., for
Robert F. Helms
POLL UTIOjV PRE FEATTIO.N1 PA YS
P PZ PJ, 2-,^S7 Ralt-,on N' . ?7r'1 �^

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 GRAII'TED TO
Harrison Construction Company
Division of APAC - Tennessee, Inc.
Jackson County
FOR THE
construction and operation of a new 400 GPM sand washing wastewater.recycle system
consisting of (3) three settling ponds with approximate volumes of 44,000 gallons,
330,000 gallons and 189,000 gallons, respectively, a 400 GPM replenishing pump
with approximately 300 lineal feet of suction lines, a 400 GPM washwater pump with
approximately 50 lineal feet of force main, and associated pipes, valves and
appurtenances to serve the sand washing plant and the continued operation of
the existing crushed stone wash water collection and recirculation (closed)
system consisting of three (3) compartment concrete cavity settling basin with a
recycle pump system, with each system located at different locations at the
Dillsboro Quarry site, and with no discharge of wastewater to the surface
waters of the State,
pursuant to the application received March 23, 1983, and in conformity with
the project plans, 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 July 31, 1988,
shall be subject to the following specified conditions and limitations, and
shall void Permit No. 2449 issued October 6, 1972, and the Permit No. 2449 exten-
sion issued February 6,.1979 and all other prior permits for those systems:
1. This permit shall become voidable unless the facilities are
constructed in accordance with the approved plans, specifications
and other supporting data.
2. This Permit is effective only with respect to the nature and
�volu_ze of wastes described in the application and other supporting
data.

.'ermit No. 2449-R2
f age Two
3, The facilities shall be properly maintained and operated at all
times.
4, This Permit is not transferable.
5. In event the facilities fail to perform satisfactorily, the Permittee
shall take such immediate corrective action as may be required by this
Division-.
6. The sludge generated from these treatment facilities must be disposed of
in accordance with G.S. 143-215.1 and in a manner approvable by the
North Carolina Division of Environmental Management.'
7, Diversion or bypassing of the untreated wastewater from the wastewater
recycle system is prohibited.
8. The facilities shall be effectively maintained and operated as a non -dis-
charge system to prevent the discharge of any wastewater into the surface
waters of the State.
9. Freeboard in the settling ponds shall not be less than one foot at any
time.
1p, ine Per,�,ittee, 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 indicated
will extend the Per:i:it for such period of time and under such conditions
and limitations as it may deem appropriate.
F
Perrin laSU;=_:.`. Li:iS tp? 29th d.a_• of "un�. 981.
NORTH CAROLINA EN,'IRONtENTrLr M; \AGEMLNT COrL'fISSION
Original Signed By
W. LEE FLEMING, JR., for
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 2449-R2

G R O U N D 1-1 A T E P O L L U T I O N S 0 U R C'E
R A N K I NC� CR I TEP.IA
THREAT TO GROUNDWATER
Probability of Groundwater Violations
3 Violations documented, or, highly probable
2 Default
�/1 J Violations unlikely
Extent of Groundwater Contamination
3 Mappable, migrating plume
2 Default
6 Insignificant contamination expected
Seriousness of Groundwater Threat
3 One of most serious in DEM region
2 Default
Not considered a serious problem
-FEASIBILITY FOR TAKING ACTION
Feasibility for Remedial Action
3 Remedial action both feasible and desirable
2 Default
1 No remedial action recommended
Desirability of Remedial Action
3 One of top regional office priorities
2 Default
(4) 'Plot a priority incident
49 THREAT TO PEOPLE OR ECONOMY
Nt
E V A L U A T ON
How Hazardous to.Health/Economy
3 People or business advised of contamination
Default
1 No expected impacts on people or business
Number of People at Risk
3 4 or more family units, or $10,000 loss
, Defaul t
1 No people or other interests at risk
Seriousness of People Threat
3 Strong DEM concern over threat to people
62 Default
1 No threat to people or economy
FEASIBILITY OF RECLASSIFYING GROUNDWATER
Need to Reclassifv Croundwater -
3 Groundwater, should be relassified RS or GC
2 Default
nNo reclass, nor remedial action recommended
Desirability of Reclassification
3 One of top reclassification priorities
2 Default
IT) Not a priority incident
THREAT OF POLLUTANTS
How Toxic a;�e Pollutants (use Sax)
3' High vale
2 Mod value
/01 I
Low or tone value
Quantity ofl"Pollutants in Ground
3 Reportal quantity of hazardous material
(CERCLA 6ef.) or quantity of real concern
'V '- Default
1 Not of concern to regional office
Seriousness of Pollutant T!:reat
3 One of most serious in DEM region
2 Default
Not a serious threat
RANK SCORE:
Source Name: AT10'tV,1L Cc V/Jy
Control Number:
County:
Ranker:
Date:

Ac
I
�Ro�osE�,
L/NE /OI
�ONp INA/��
�vARRy SG!
I�
I
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(p ; �oMMCR�f
•9J '• Co.ia17�'.••' c
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F rENN 5

NC. DIVISION OF r::N'urlFiONMENTAL MANGEMENT
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
D A T E.A.2--.ap,/ r-`f-----.
REASON FOR
------------------------
:=i:R;Jt! f-:t`lNT TES:' .....k.g.-.._.__..,DZ.� C.n.. -.. --------_.---------------...------.-._._._..._......_...........------_... -
......................-............... .............

RECIEJ.VE�,D"
Waier QUality Divfsiart
A�-i' 2 2 11 9 IN
Y"Vest t errs R-egional Office
e
h NortCaroiina
Pmwza 63, Bm 214
caablars" N.C. 28717
DIVISUM SOMOMMM MMAGEMT
Pexr�dt NO. 4793
B=tQ2z*1&=, L-mmdV,*=t
Non-discharem Pomd
Cnab-fers, Jacksm city
Bear 1k. Barteael&x:
lu Ade with your applicatlen re -calved Hwe'. 24, 1978, ve are
9erm=d,13m3 Taerwit1h, Permit No. 4793, da-ted Hey 179. 7978, to Mr. awward R.
aslder fear the =wtrnatlam and operation of.approm1mately 140 11mr1
fast of 6-inch gravity ewer wk.- a 102�9%1 gpd VanwaWer -tmeaimst pmd to
serve the B=taaf older T.G.Undemmt wfthitu-t my diaah=g_- to --," -owface umtors
of 10his State.
MU paTmit ahOU We effective from. the Uts of Ito Issue- until
Tweludedo and shall be Gubjwt to the conatims and U-mitatlew w
-sp=lf led thereln.
taco, C=Iosad Is a a0py is we FG= 050 !"'Cost: of Womtm-ate r. TeGatribmt
ftew' Tbia form Is to be compleVed md rezu=sd to C&lm affice zdthAn
thimi (33after the project Is caWlated,,
Gas (1) set of approved pUms fxx be1mg, retm-mmd to you.
F. ILaRorife
ce: Zbetwon 0*=W Health
® winum J. ffatmrt 6Em
Ray Sas
11-,S. 11099imm
P1zmmfm,gV amd Mmas=mz', seatiom

NORTH CAROLINA (Page 1 of
. ENVIR0NMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
Raleigh
PERMIT
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
Sartenfelder La=drowt
-dinar,qe poud
caghl aro, Jack-mon Oouuty
Egiej�vbi
c=8tr=ri= and OOP-ra:tivon 0.11 1413 lire feet of r's-incin gravity aaw
ez
md sa 10,000 Spd wastwater treatment pond to Gerve the Rat=feldas �u�� t
without any disch rse is the ourfa waters 0f thic st&teg
pursuant to the application received ,;`24, 19�, and in conformity with
the project plans, 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�,�,�s ,
19 , and shall be subject to the following specified conditions and limitations:
lm ` US pelt shall, becone Voidable u es-9 gars facilities tructed in
ac=rdsace with the ap med pIzRS„ OP-ai, ti a aad after importing data md
nm leted and plaead in aperatl= on or before July 1, 1978, 0-7 as this date
may be --&dad
e This parmit. 3s effective caly witht to the =*andv al z of _Wwtes
ZMd is the asps esti.za "d oth= S p=tiWE. data.
c i pe—t shall h co-m voidable amd my be resc d u alacs the fa v-Z fti
s "a t �dQ i a�� and apor&ted In am m r %fait will ptataact
ester q li.ty StM.&Wds of the si- _m; wa ra, anmd) prermrat :may e=tavLra'atian of
the cs d wzveaVs White wUl render then at:Lnf for -�==j w—_.
4. in -e-vant the Mp-:4 ti.k fail to perfom satis.,,vac iy, tg over
,a6 MV be V ir-ed by this pa h` axatd
5. e'raticas Shall cease if the water Jwwel srce 5 fa,t in depth.

-14
P-VIQ i
V.Mt a
6. ThU Is a CIms 7. Wwwamm Treatmat Plant. which requill ee tbz apex in
Teap=slbla QbW3C to hold a Vaud Grade I Cartiftcat'.
R m"im I'a al thin; Irs tbir. parmit ShaU be &Wed to Preciu& thP- Lw3titu' Of MY 9
actlan nor relieve the P=alttma my TWp0W:JbIIitIW, limbLutles, or penaltiew
to uhich the permittes is or my be subject to under the prwTialon of Marth Ca=lina
C,maml Statutes L43-215, or under any Faderal, State,or local Ixm Or TeZulatim-
umtroated wwtmatdr fr= the teat facilities
is prohibited.
9. 7he f&QjIjtIW suall be effectively mintaimed and apezatedd as a acmdLech=gm
V.Mtm to prat, the diatharga of W=eater into the s=garm waters of the
stave.
xi "AMA
11. TIAs patudt In twt trmsfersbia.
4;MM
MmVaMMAL NAXAMU=
Ori I ginal Signed by
1r
of p , M.Irmamtml MEMSOMM"t
By Atathwity, of the seexatary 09 the
0.9 nattwal Reactmzw ami Commofty rgavelopmmt
Max NO. 4793

DIVISION OF ENVI RONaEENTAL MANAGEMENT
WATER QUALITY SECTION
ASHEVI LLE - REGIONAL OFFICE
May 3, 1978
MEMO TO: Steve Rogers
Permits and Engineering
FROM: Roy Davis, Regional EngineerF
Water Quality Section, ARO
r
SUBJECT: Response to Review Consents
Bartenfelder Laundromat
Jackson County, North Carolina
I would recomrend that a permit for construction of the evaporation/
percolation pond to serge the Bartenfelder Laundromat be issued without
requiring lining of the basins The groundwater table is several feet
belay✓ the bottom of the pond, and therefore ground graters would be pro-
tected by the movement of liquid from the pond through several feet of
soil before joining those ground waters. To line the pond and thereby
reduce percolation would deny the applicant what has always been a l egi ti -
mate use of our ground waters, i.e. the dilution of wastewaters after
adequate filtration of those wastewaters through soil. Cashiers receives
a substantial amount of rainfall annually, and I would hesitate to decry
the owners the benefit of percolation if we are serious about the operation
of this pond as a non -discharge system.
Attached please find the original copy with attachrrrents of William
J. Farmer's April 27, 1978 letter in response to your review comments of
April 18, 1978.
RMD/mkd
Attachments

r
RECORD Or OR WASTE11XINER INERIMIT APIPLICAT-10Pl REVIEW
u REVIEW B . y �411DATE F I E L D VE S T i G i 0 1\1 8 Y DATE
TO'i,IN: QgUNT11
LOCATION (SKETCH ON BACK):_
OWNER(S) OF. FAc-li-ITY OF INSTP%LLATION:
TYPEi. A n SSWPSTE OR 1rjAJTEWAT
yFR SYS71EiM: CLA%i�,D FILL, LAGOOIN,' ETC
TYPE O=q
-lAsTE: z Jo U-
CHE-MiCAL ANALYSES AND 0-w& DATA AVA I UABLE,:*-
14 4
NAME OF N 'L'- A IDS E S T S TR DISTAL C E
DISTANCE. TO NEAREST WELL: - >
E
A`IG, DISCHARIG-c- RATE_ b n Q LLIFE-XPr-CTANICY 0 F rACIL
T
DESCRIPTION OF FACILITY C SK, E T C H ON BACK
P R ",':1-P 0 _5 E-: D N; E T 0 D ic OR E V E N T T N r' G D I, I RoUli'\ID'i- TER rOi',!
ll�
HY.D101AU L
LI T ,15 UID".' I c'! J,!, T E R -1 A L S
L L
DEPTH TO BEDROCK < DEPTIH TO 1"fyA.T'E_-R TP'I'BLE:
0 IN,! V 1)
T �C, (ATTfl,,CH SKETCH)
rj L C-I SCHIEDULE:
C �t:)­ T n m,
13

E
f Q Q$' C :2uzTZa.��q 4S0aea;q J:o uoz;-eoo7 .6
5 i, a V Hr-e tt{ :xIldea odol - g
a q:j' off. aomjsip pue futa-eaq aU - g
P,o o-A
•,}-d� -O-P5 `7 � Yt�g
JJ -ro TM0.5; _UP%�:CaTs o-4 suo--LIoa.zt/Q ° S
:POIDE' .uoo suos.zad • V .
� Eby ,�� �••� 4 ba ;�`d 'E
Q-JCO
S buO 'VA )7ti�r.b� p�sav�o ��l :pa�zsr� a ---)-Old • t
ails .L.Knd ���;•�iLv7a 'diiL 0EU- sV,''bl 30 NTOI.IOSdS�TI - I Th`1'd
SNOIT'VT,y•u,:OD�!d rL.r•` I'dOd`4d AIMS

4S
10. Receiving Stream: �!� 71CIA 6
(a) Classification:
(b) Minimum 7-day, 10-year discharge at site:
(c) Usage:
PART II - DESCRIPTION; OF TREAUENT 11,TORKS
1. Design Loading
-evcx � 0� �t d� - �s r.G.a.►r� (Kq
2. Type - It is proposed to 070 _I
New-
LtIGtS�Lrh1� Vl0 tOl I � ��� e
3. Final disposition 0 /j w' �( ��

PART III - -E-VAlLIATION, AND
Id
'CU Of O-Y'
4
'r

frA R CH 3, I9 78 , 19_
0
TO: NORTH CAOLINA. ENVIRO*mNm MANAGEMENT CO assION
DEPARTMENT OF NATURAL AND ECONOiMIC RESOURCES
RALEIGH, NORTH CAROLINA
Gentlemen:
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, application is hereby made by
(Name of board, individual
.COWARD H. BARTEN, FFL DER
or others)
of the CA S H.T.ER S, lT e C. in the county
(Name of city, village, town, sanitary district or establishment)
of JA CKSOPT , to the North Carolina. Environmental Management
(Location of Project)
Commission, Department of Natural and Economic Resources for the approval of the accom-
panying plans, specifications, and other data submitted herewith covering the construction
of A HOLDITTG POND FOR LAUJVDRY M4,STEWATL",R
and for a "Permit" for the discharge of
from the 1i11A
PO4VD W LL. 270T DISCH4RGE)
(sewage, industrial waste or other wastes
(sewers, pretreatment facilities, or treatment plant)
serving 1T/_4 into ; j jA
(Name of municipality,institution or industry,etc.) (Name of treatment plant)
or ground waters, tributary to
11T/_4 at
(Name of water course)
nT/A
tion of treatment plant
The plans for the proposed works have been prepared by E?TERGY ,S'YS T EMS CO
(Engineering Firm)
of Box 27Gs CASHIERS, ff. CA
(Address)
It is estimated that treatment works will provide adequate capacity to serve the
LA U.WDR 0 HA T for a period of 11 A years,
at which.time it is estimated the average daily sewage or waste flow will not exceed
r0, 000 gallons. It,is further expected that the treatment works will affect over-
all all reductions in pollution as follows: B.O.D.(5-day 200C.) Iir/A %; suspended solids
total solids %, coliform bacteria %, and toxic materials*. The
cost of the proposed works is.estimated to be: sewers $ , pumping stations
$ , treatment plant $ other $ The works will be completed
on or before SE PTa 30 19 78
The applicant hereby agrees that the proposed works will be constructed in strict accordance with the approved plans and
specifications or subsequently approved changes therein and further agrees to place its operation under the care of a competent
person and to maintain and operate the plant according to the best accepted practice and in accordance with the plans and
specifications approved by the Commission.
Signature:
Title: OYTNER
Mailing Address: 1RT ° 63, Box 214
. CASHIERS, W. C. 28717
*Specify percentage reduction for each toxic substance, using additional sheet, if necessary.

t�l ID E,
/A L

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I 1\`1`•i o,'t\` ,`/� . /�/ % ��)� I \.� � �/ / 1�� � r'1N (i�2 �N" r" � � /
ell
_� ; i � it 1J' // ; � /goo ,r (r / 1 _ a • �,�� �:__-� \ � ,Ql• •.1 � I _ / , /_"
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d,00
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/r�`. %:• i r\.�� % \� 10 780,000 FEET
f � 3 FJ • I
309
3
35'07' 30' CA SN(ERS4 6: 1.5 h . (�
83°07-30' ` Mry
i GN
�~ Control by USC&GS, USGS, and NA czuv,c�raw a�t 100
NA fron aerial , E
Topography by USGS and
as\\y photographs by stereophotogrammetric methods �l�fditi�� P 1*11, 9M S
y' Field examination by Tennessee Valley Authority, 21 MILS
I

RECORD OF ;'?AST OR 1,,1ASTEWA T FR PERMIT A°I LI CATION RFVICH
REVI E,, BY: ,...� � r" puat/in,( t tfDATE
�i
FIELD INVESTIGAITION BY:. . . ` GATE h,
TOWN: ,.�1- ,, 00NTY
LOCATION (SKETCH ON SACK); l n
� � /1
OWNER (S) OF FACILITY OF I NSTA.LLATI ON : wul. 1'.�/J I L l a
TYPE W S T E OR fW STE1lAT R SYS-EM: (LAND FILL, LAGOON; ETC)
i U
TYPE 0, ,1ASTE:
CH- I CAL Ai�IALYS E S AND 0 R DATA AVA ;B LE
`AI�tE OF tNEAREST STREAR!: ��llllLt.e�1� VCR DISTANCE:
DISTANCE TO NEAREST WELL:
AVG, DISCHARGE RATE� LIFE E`.PECTANCY OF FACxLITY
DESCR I P ; 104 OF FACILITY (S,K"ETCH ON BACK'): ( "
P RQPOS D MlET !OD FOR PREVENTING G,ROJND'r ATE.. CO?vTAi jTI, lATI0,\l . J Le-rna
H:D.r,J „_LAT T0�:�, P E- Sr_c 1i,�TE, TA-3- A� ! RT=S A11, AQUIFERS:
t
n it —,I—
DEPTH TO BEDROC:. 141 < DEFT TO 1, A1TEP Tr;BLE .� 1. .
MOiNil TC)RTNG F.ACI,_' 'TIES NEEDED: (ATTACH SKETCHY , I
SCHEDULE..
PE-r"�';�.�, r.�i?7 _f (; `.tin=:�I:1: , 7j nmcl
0
F 0 ;? `,1 / ;,.f ,. 8

t GROUNDWATER SECTION
. � r
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE DESCRIPTION
REVIEW BY: �% E�rdgIcDATE: W.D. PERMIT NO.
TOWN: C�-'LEn/B/1 �G�' COUNTY: �jw'/45ol/
NAME OF FACILITY OR INSTALLATION: �,4R-7gJjE&bC7P_ ZAU1✓b40"4-7-
ADDRESS : ieoarr 43, x Zl4 Est 16Zs , /+/C 7-fT/% TELEPHONE : " (704C) 7¢3 - 3F¢O
i
OPERATOR OR CONTACT PERSON: goWR,ej�
ADDRESS: (154IV16" %-S de,;�aej-:) TELEPHONE:
LOCATION (SKETCH ON BACK) : go vrff T VA DA( /V/C Wwy /07, Ac905s
-Rol" &LxF RIbC7G 16C40 Q11
QUAD. NO. 593 t4 LAT. 55c)q 49- LONG..``. ?30700 ELEV. 3760
TYPE SOURCE (LANDFILL, LAGOON, ETC.): A&V- .Ul��/�r9��r.�/t�� ic��SiErc�Ar" ,-47-A4?lff%
TYPE AND QUANTITY OF POLLUTANTS: ZAt;1l6eo1y1&e rit%g5 Gc1f
DESCRIPTION OF FACILITY OR SITE (SKETCH ON BACK) : A/> OX /140 LF Dr- 6--IA/
HYDROGEOLOGIC
CONDITIONS AT SITE: wA-re7�e-
% �dc.0 4U,Fc4 0-�AfE"c-7-6:,�3
T i 46-
Ae-i�s/R�1 AQL/r
sDOM
JA/ T/ �
4 b2o c,_
DESCRIPTION OF UNCONSOLIDATED MATERIALS: SW-W-b

QN°
��v� 114

O l!
Page 2
THICKNESS OF UNCONSOLIDATED MATERIALS (FEET): Q - / 0 1
TYPE OF BEDROCK ( FRACTURED GRANITE GNEISS, ETC.): W H-e' rD-C rkA-n/e 7—c 4AIC15-S
DEPTH TO BEDROCK (FEET):
HYDROGEOLOGIC UNIT: lt,tfE etui " _T wre_ 'reyllaWi
DEPTH TO WATER TABLE (FEET): /S �- ZOO
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO. , ETC.) : 1V16UAf7--'l-1Af6Vs - -;307® _!�toPE' -
lI ^ ^ PI
NEAREST STREAM: DISTANCE (FEET): /4010
NEAREST WATER -SUPPLY WELL: �5 9 3 m I DISTANCE (FEET): / Z®O
SUB -BASIN: p4®®4 a // �,✓n/_ 4aTFc6- -7—ewnl
POLLUTION CONFIRMED BY ANALYSIS: i./ / DATE: ANALYST:
EXPLAIN: 4/'
MONITORING FACILITIES INSTALLED: NO. OF WELLS:
MONITORING WELL QUADRANGLE NO.: &16
SAMPLING SCHEDULE:
SAMPLED BY: Af/'4
PARAMETERS:
ANALYSES AND OTHER DATA AVAILABLE: --, FILE -
REMARKS:
:.- 0 V-1-) /5 1."A( i

,STAFF REPORT AND, 'RECOMMENDATIONS _ s
PART I — INSPECTION OF PROPOSED WASTEWATER TREATMENT PLANT'SITE
1. Place visited: -Proposed Laundromat
Cashiers, N.C.
Jackson County
2. Date: February 17, 1978
3. By: Heath P. Dobson, Environmental Engineer
Western Field Office
4. Persons contacted: Bill Farmer, P.E.
H. N. Bartenfelder, Owner'
5. Directions to site: Travel south on N.C. Highway 107 from Sylva
to Blue Ridge School. The site is directly across the road.
6. The bearing and distance to the holding pond serving H. N. Bartenfelder's
laundromat:
Longitude: 83° 07' 00" Latitude: 35° 07' 45"
7. Size: Approximately 20-30 acres
8. Topography: Mountainous
9. Location of Nearest Dwelling: Greater than 500 feet
1)

110. Receiving"Stream: N/A - non-discharging:system
(a) Classification:
(b) Minimum 7-day,,l0-year discharge at site:
(c) Usage:
PART II - DESCRIPTION OF PROPOSED TREATMIENT WORKS
1. Design Loading - 10,000 GPD
2. Type - It is proposed to construct and operate a non -discharging.
wastewater holding pond.
3. Final disposition of waste solids will be in holding pond.'
15

PART III - EVAL-UATLON AND RECOMMENDATIONS
There will be no discharge --from the facility except in the event of a
25-year 2-hour storm rainfall -event. The holding pond will have an emergency
overflow; however, the owner/ -operator plans to-main-tain'a minimum 2 foot
freeboard and will have"the pond`_pumped out if necessary. Evaporation and per-
colation should handle wastewater -under normal circumstances. It is recommended
that a permit be issued.
4

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ppppc �e
TEms CO. SHEET NO.- ' OF 2- .
.1v.' a.yi •A..•
-AS H P,
Box'2M
S, NORTH CAROL INA 28717 CALCULATED BY DATE--�
[phone] CHECKED BY DATE
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Ems Co. SHEET NO. OF-
µ,274 CALCULATED BY GATE
SHIERS, NORiH CAROIINA 28717 � --
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l- - 1 f �, - 1 �� /� I.1 i _ -�� 'Lake •�� �I
1 /
35°07 30^ �� i l
8300!7'301 aSH/ERS �� 1. n9l 3()8 3Og 3 780,000 FEET
SS r CA 'f-1/F:Rs (107 1.6 Mi G[L3i
1 i HIOHLA,q L)S 12 Ml. `
6S� 'Control by USUGS, USGS, and NA GN MN 1 SCA
,ITOpography by USGS and TVA from aerial 1
\iy k) photographs by stereophotogrammetric methods 1000 0 1000 2000
'"X* ;Field examination by Tennessee Valley Authority, 1946 1.11' 9 MILs 1 s
21 MILS
e 1 Contour
s - UTM GRID AND 1947 MAGNETIC NORTH Datums
i y i DECLINATION AT CENTER OF SHEET
FOR SALE BY U. S. GEOLOGIC/
U. S. TENNESSEE VALLEY AUTHORITY, CHAT
A FOLDER DESCRIBING TOPOGRAPHIC r
t
� I
\
{
1

Control Number
County Number
GROUNDWATER POLLUTION SOURCE INVENTORY
Source e
PA ec
OWNERSHIP
7 randPrL-
L.tV1AZ V
1 Private
Source A dress
o, 3� 1��
2 Municipal
3 County
4 State
City
LLS
County
�� 0A/
Regi n
/���
/�
5 Federal
6 Military
Owner/Operator
S -0 i / e� �lcn(� C,�
7# Quad Name
u ip a ources a 1 e
lounly ource7 s
YES
?OTENTIAL SOURCE OF GROUNDWATER POLLUTION
P:
LOCATION
6PERATION TYPE
TYPE OF WASTE
DISPOSAL FACILITY
OTHER SOURCE
ILD Facility
1 Municipal
1 Gasoline/diesel
Lagoon, etc.
1
Agricultural Activity
2 Highway
69 Industrial
2 Other oil
2 Landfill-contro.
2
Salt water intrusion
3 Railroad
3 Agricultural
3 Solvents
3 Landfill-uncont.
3
Chemical stock pile
4 Waterway
4 Oil and gas
4 Corrosives
4 Land application
4
River infiltration
5 Pipeline
5 Mining
5 Other chemical
5 Abandoned site
5
Mine drainage
6 Dumpsite
6 Other Source
6 Sewage/septage
6 Sewer system
6
Intentional dump
7 Other
7 Sludge
7 Septic tank
7
Spill
8 Leachate
8 Injection well
8
Leak --above ground
09 0ther solids
9 Disposal well
9
Leak --underground
In use
'10 Gas
WASTE:
STATUS OF SOURCE: 2 Inactive
'11 Pest/herbicides
3 Other
12 Fertilizers
Ot-1 VI NE 97A--t l
CL,�
POLLUTION STATUS AND CROSS-REFERENCES
GROUNDWATER POLLUTION
FACILITY PERMITTED: Yes No
1 Confirmed 1 Rank
1 NPDES 6 Mining
2 Potential 2 Tabulate
No: No:
2 DEM Nondischarge 7 Hazardous Waste (RCRA)
MONITORING WELLS
No: 4 D ,S - w I No:
1 No monitoring
2 State has data
3 Well Construction 8 Solid Waste (Landfill)
3 Data at facility
No: No:
4 Status unknown
4 Capacity Use 9 Oil Terminal
Registration
DATABASE CROSS-REFERENCE
No: No:
1 ERRIS (CERCLA) list
5 UIC 0 Air Quality
ID:
No: No:
2 Surface Impoundment (SIA)
Comments
ID:
3 GW Pollution Source Inv.
Date:
4 Other DEM investigation
Date:
Compiler: Date:

w. GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPART14ENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE DESCRIPTION
REVIEW BY: AI . 14wAft C DATE: Ja IIF -W.D. PERMIT
TbWN: r< / fL S COUNTY:
NAME OF FACILITY OR INSTALLATION: 1\%A-r 10AfAr& OLWWC 2'410 4141
ADDRESS: PLO. b � a, /tc5 , 0�%� 2-1 NOS- TELEPHONE-:.- =
OPERATOR OR CONTACT PERSON Co7-7 A-A&t,S�V1 QPE=7770r,/S
ADDRESS: TELEPHONE:
LOCATION (SKETCH ON BACK) : _ o,\r 14 ® 3 A4 r JC�EeA f-17 2 1Cc7-�t '/V VJlT,5/
ur Z Z- - 441 ZS,�� 417-A-6AAE-Al
QUAD. NO. LAT. S5 ZZ O� LONG. 493 ( <" 10 ELEV. ��0_
TYPE SOURCE (LANDFILL, LAGOON, ETC.) :
TYPE AND QUANTITY OF POLLUTANTS:
DESCRIPTION 07 FACILITY OR SITL (SKETCH ON BACK): Zc-
4DOO ,PZ> iA;,vjTF W179 17- 151?(_//lj6
c f t4 S I h SE-44 Z _-zo ►J I To 7-A-L CA, �r .5-76, o ID �,,rz 4,-C 4-"S COA4 dldF_lr) :41,4_/�Ae
eotf pt Pumps one No �l�L'f�a9,�(;� 0� Gtl�� 5f �d����- 7C�
HYDROGEOL OGI C CONDITIONS AT SITE: vjq--rEt - 7-+5 A)u € r t5 LcA! SEC J
DESCRIPTION OF UNCONSOLIDATED MATERIALS: ?€--CLA

�.�
�,� i
qNOV "_� "`r..
V � � ��oS/ �.�y

THICKNESS OF UNCONSOLIDATED MATERIALS (FEET): Zo-
TYPE OF..BEDROCK (FRACTURED GRANITE GNEISS,? ETC.):.14--A4-6�f� 494,107Z-F-
PEPTH-TO BEDROCK (FEET) : _ao
HYDROGEOLOGIC UNIT: MC)f 717
DEPTH TO WATER, TABLE (FEET):
TOPOGRAPHY (PEFCENT SLOPE, COPY OF TOPO., ETC.): � �•' C d id` 2 !. •
NEAREST STREAK: 7_aefi�4-55G 46 jet e DISTANCE (FEET)-- C'7-
NEAREST DATER -SUPPLY WELL: Pg s K 5_ DISTANCE (FEET): F 1
SUB -BASIN: %t.c -7jw.,,F
POLLUTION CONFIRMED BY ANALYSIS: �j DATE:
EXPLAIN: �°•�� `�'
___ — ANALYST: —
MONITORING FACILITIES INSTALLED: AJ%A-- NO. OF WELLS:
Ilu-NITORING WELL QUADRANGLE NO.:------�
SAMPLING SCHEDULE:
SAMPLED BY:
PARAMETERS: ---
ANALYSES AND OTHER DATA AVAILABLE:
REMARKS : d1 t'

P.
e
ra
T11
U
n
Al
Qurces-, mun., 'Iborni-4:` nt
s %e &,Com .uevee
Jbis e p n S
Ames. B..,H Governor
h W. m �e�
Jr ecretary
�'L,�-,
.DIVISION OTENVIRONMENTAL-MANAGEMENT Oct6ber.-20,. 1982
Mr. Norman R. Gould
Executive Vice President
Water Quality Division
General-.Manager-Dillsbord'
National Olivine Company OCT 25.
P. 0. Box 180
Dillsboro, North .Carolina 28725 Western Regional . Office
Asheville. North -Cardlina
SUBJECT: Permit No. 4023-R2
National Olivine Company.
-Dillsboro 'Plant
Wastewater Recycle Facility
Jackson County
'Dear..Mr:.' Go 'Id:
In.accordance with your letter of.'request 'received October 1., 1982„ we -are
..forwarding.herewith Permit No. 4023-R2, dated October,20, -1982, to the National
Olivine. -Company for the operation of the subject non -discharge type waste
—treatment facilities..
This permit shall be effective from the date of issuance until rescinded,
shall be subject to the conditions.andlimitations as specified therein, and
shall void Permit No. 4023-R, dated September 10, 1981.
If any parts, ..requirements., or limitations contained in this permit. are
unacceptable to you,Iyou have - the right to an adjudicatory hearing before
hearing officer uponl�written,,demandto the Director within thirty (30) days
following receipt of ',this permit.,, identifying the specific issues to -be
P contended. Unless such demand is made, -this permit -shall be final an, d binding.
If -you have anyquestionsor need additional information -concerning
this matter, please contact Mr. .Richard R. Rohrbaugh., -telephone No. 9,19/733-.
7120.
A_
'Sincerely y 'pu,rs
1:5Y
W . LEEE for
Robert F. Helms
Director
cc: Jackson County Health Department
Mr. W. Lee Fle ding, Jr.
Mr. Roy Davis
-i ce Manacye-r
Asheville Regional Off--

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
PE 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
National Olivine Company
Dillsboro Plant
Jackson County
FOR THE
operation of a 24,000 GPD non -discharge type wastewater treatment facility
consisting of two (2) settling basins in series with a total capacity of
approximately,576,000 gallons and 1.6 acres combined surface area, two addi-
tional settling ponds with a combined total surface area of 1.6 acres,
recirculating pumps, and all associated piping valves and appurtenances
to serve the National Olivine Company's Dillsboro Plant with no discharge
of wastewater to the surface waters of the State,
pursuant to the letter of request dated October. 1, 1982, and in conformity
with the project plans, 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 rescinded,
shall void Permit No. 4023-R dated September 10, 1981, and shall be subject
to the following specified conditions and limitations:
1. This permit -shall became voidable unless the .facilities are
operated in accordance with the approved plans, specifica-
tions 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.
3. The facilities shall be properly maintained and operated at all
times.

Parmft No. 4023-R2
Page Wo
4. 'AWAIS permit is not tra'wferable.
'n GvGnt the fc--cilItIcs fail tO Perform 93atisfa.etarily Including thm-
creation of auleance condition, tho Parmittee shaij tAe such jnMdj&tG
corrective action as wy be required. by this Dapartmmt.
6. Solids, sludges, or other pollutants r4-,oved or resulting from the
Wastcw&ter t9satzEmmt proaesa shall be cantalmd end disposed of in
such a MwMar as to prevent auy contmaivation of the ourface or
gTound Ovate = of the State.
7. The Permittea Shall eMPICY a certified wastewater t-ro-at=ent plz=t
operator In xespow:Vble charge of the wastewater treat fw-tilties.
Such WaratOr Mwt 'hold a certificate of the grade at least equivilmt
to Zbe Cleselficati(M assigned to the wastewater treatmmt faciutios
C by the Cartifteatioa Comission. �\-C11
� V a -1% S j*.%10
S. Diversioa or bypassing of the untreated wastwwater frcm the treatmeat
facilities is prohibited.
Permit iscued this the 20th day of October, 1992.
17ORM CAROLL14A RMIROMMNTAL xWj*.GEYXr,;aj' CM'j.,.jssjoNL
Ilelms" Director
Dlvieion of Onvironmental lllmagem2nt
By Authority of: the Environmental Managemat Commission
Parmit No. 4023-R2

�1
��' J✓'' NORTH CAROLINA w35w ��1
GREENS CREEK QUADRANGLEN
• ' BRYSON Ci 7'Y ! ' Ml-
JUNCTlO,nl 1J
FEET �95
73083` irJ
19'30 �92 } ; 1�93 000 Y. 35` 22'30"
� r ` �'` J"I��v i / �lfifjjff��..!! � r .�` 1 �� \ t � ��� ✓ �/' ll-"'� .' 1. .
�l \\U, (� �/�� ��S �✓�'� I ,�i^ ��) � ` -, � nfJ �j/ )�� �.� ��, Z i r �r-r /�� � `83 � -
///) i � ���� ti� � � /� ^ f •�-'" t �/1 1 � 1 ac_ _ `� - l^ r ' `�"• t I a'._ r- r
39163
1�s
Jr' %� �'1 � I l r' I < ` � � � t '!.��_%/r t , / ` �' � / • � �B 9 i8 fin, i �1�g� �z ,- •.
1 ✓ 9 �Y
%.
ttWSi'-
, t i
610,000
r` 1. / / �j /S Ill U `� u - �� � i n J c•r <j� r � .�
'''i1\\ \\�1t\ ��`c�j\'•�h ��ir� ' �� ro. i /��r 014
1 •�'' / /• �•.� t}} �n irl '
J /� �/'"�a`, ���` ! � iC/'n � FEET
t'`[� r/ ! /i '1• J � ' r''/ � � `�." � \ 8/ �/- B'18 C'"]c_ M t fly,.,.' �_� -`• �/ !t i t� �-.. - �� 39
14
�p`�!lr7�lt \�/� / �y��,�a `G_ tt�\'—J/t ��.: �; /i; � tv✓�`7� �.-�.~ `•�'!� /AG.. �—
3913
t �y,•�J}jj`U<`\`�~ L: i„ '' F'^ �'L�:! _`�\l`1` 1 _� \ ��.., ^'y
Ai
/ � �` `v_ jay � .�I •` - l // �7_�� p
M1 !\1` �:'• ; 1 �c ` a "\� �. ���V-n"s�r'�. r �` 39
��(.. - r� J� 12
.�,! ,' � .��—_%.-;`� '�? ; i1\ J=�� ,-' _ -fit � '•.�

10
NORTH CAROLINA w3hGREENS CREEK _QUADRANGLE'
BRYSON CITY 17 Mi.
/-,\ R Mi.

<. A
GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE DESCRIPTION
REVIEW BY: DATE: ,626 ff W.D. PERMIT NO. 3�
TOWN: .)/ LC5j60720 COUNTY: =;�ae-gL0
4
NAME OF FACILITY OR INSTALLATION: kJ46.7rF4 m--bLey -eglAfr W
ADDRESS: 2,c, >t ('s a6feo TELEPHONE: 'r-W S-96- Z12
OPERATOR OR CONTACT PERSON: A )AST&-4
ADDRESS: 54AAC- /I5 �J�aa��� TELEPHONE: �� �
LOCATION (SKETCH ON BACK) : 0 (o ,w i on/ !�� /�wy /!(� F,Qo� /i s 4111VC7-10,V
ai o y Z 3- 44 f �o , �-1 6F L c. S 1&90
QUAD. NO. 'Pq4 V- LAT. 3SZC 7-4 LONG. 831¢r� ELEV. 20¢0
TYPE SOURCE (LANDFILL, LAGOON, ETC.) : /VOA'- baS�',�l�fM Lac®�' 1'4o'X4o'X
TYPE AND QUANTITY OF POLLUTANTS: lfl-Se�`�cf�E-%-
DESCRIPTION OF FACILITY OR SITE (SKETCH ON BACK): /Zoo po'4S�dyA�E
A 96 ©-y 4At,caa/ GA-CAdA1
HYDROGEOLOGIC CONDITIONS AT SITE: c,E / (9VIP64 eoAJAfee-Ttb
o �tf� �' s Es//�ni �C'�U/FED ��/ �2�C 2� S y� BEM /✓ % W
go
DESCRIPTION OF UNCONSOLIDATED MATERIALS: S +Ar

as
11 30

Page -2'
THICKNESS OF UNCONSOLIDATED.MATERIALS (FEET):
TYPE OF BEDROCK ( FRACTURED GRANITE GNEISS, ETC.) : /0 /4R , evWtc_7 :r_
DEPTH TO BEDROCK (FEET): /5-/- 2_®/
HYDROGEOLOGIC UNIT: �Lcji5- 'e"vc,r . ri �'a����' vsrt—xl
DEPTH TO WATER TABLE (FEET):
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO. , ETC.): /� °l® - �j�e-✓/� ®dr�`�{ ��®
NEAREST STREAM: ;AV,+W,11A-4 04 -Ek! DISTANCE (FEET): /O®
NEAREST WATER -SUPPLY WELL: DISTANCE (FEET)-'
�pQ�
SUB -BASIN: o¢- 04-0a E.�l�✓- L s�L A'�/�I
POLLUTION CONFIRMED BY ANALYSIS: DATE:
EXPLAIN: -----------
MONITORING FACILITIES INSTALLED:
MONITORING WELL QUADRANGLE NO.:
SAMPLING SCHEDULE:
SAMPLED BY:
PARAMETERS:
ANALYSES AND OTHER DATA AVAILABLE:
NO. OF WELLS:
REMARKS: F f Fs ce-s — LAGoW ! 5 C1-^fL IAIE°'
ANALYST:

F
i aVAT
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687 Raleigh 27611
IAMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
OFFICE OF WATER AND AIR RESOURCES
WESTEPN REGI©NAi- OFFICE
i;rierchang�• Suildi ;J
159 WOOdfin Street
Asheville, N. C. 28801
Telephone [phone],
May 22, 1974
FILE MEMORANDUM
BY: Heath P. Dobson
Environmental Engineer
SUBJECT: Inspection
Bradley Packing Com any
Jackson County, North— rolina
JAMES E. HOLSHOUSER, )R.
GOVERNOR
The writer inspected wastewater treatment facility serving Bradley
Packing Company on May 2, 1974. The wastewater treatment facility serving
Bradley Packing Company is comprised of an outfall line which has a series
of cascades to allow for aeration of the wastewater. On the day of the
inspection, the discharge was observed to be clear and appeared to be
relatively free of pollutants.
In talking with Mr. Walter Bradley, owner, Bradley Packing Company,
it was learned that the design of the discharge facility had been laid out
by TVA prior to its construction. Mr. Bradley stated that the main business
of the Company was a small wholesale patty business catering to cafes, schools,
institutions, etc. It is estimated that the discharge from this operation
should have a very insignificant effect on Savannah Creek. The only slaughter-
ing that is done at the Company is for local farmers who want their animals
butchered for their personal use. This would be a maximum of 20 animals per
week and would result in a small amount of blood, grease, etc., being dis-
charged to Savannah Creek.
The writer informed Mr. Bradley that every effort should be made to prevent
these killing wastes" from being discharged to the stream. Mr. Bradley stated
that the Company was already practicing this procedure.
HPD:dk
cc: Mr. L. P. Benton, Jr.
Mr. Roy M. Davis

7;
Y D�vi
Jft.
Plc'gionaf
Nora, C,
2,177
Bra as owne—S,
packlzm 02MPMMY
rfiroluia 28723 1 -
Fa=aft Me. 4338
va L GT Bwaey F&CUMS cawpany
j&&.MM County
Dear D& � Bradley I
In acccrd=ae Vjth your Mpplicrat ion -xe--a:&va& jqay 10, 1977t we are fomarding
herewith Pit go. 4338, dated Jwm, 23, 1977, to tbe Walter Bradley Packlzg
Corg7MV fw tLte conotruction and operation of 1,200 WD wnstewatex' trGQ==,t
tie@ cowint2g, of a 96,000 gaUon U566n tO GOB the Ift1tair Bradley Pachlmg 0=2--
pang U-1th ischarse to the surface smtars of the State.
Timis yearmit dhaU be effective from the date Of Its issm-ance until January 2.,
1982, and dhall be mb2ect to .the conditions a2d 11MItatlow as @Pccifled therein.
taso, a=laaad is, a copy of UPC PCTM 650 "Cost of wastemter 7t=-tM=t Warkc.,,
This form IQ to be completed and rat=md to this office within tbirty (30) days
aftrear the Project 1r, C=Platad.
cu� (1) &at of approve d plaw =,,d specifteatlow, is being f0TWMTdQd tO YCM-
si=exre ly "
Original Signed N,
1U12 'T
aeg jeaftean County 'Y-11RIth Dep=tEnnt
Nr. Roy Dawis �
Mr. V. S 11 Hof EESU
HawAnz a -ad Md-aasemmt sect:Loza

NORTH CARINA (Page 1 of
t,)
ENVIRONMENTAL MANAGEMENT COMMISSION
- �;_`;DEPP RTMENT �OF NATURAL AND ECONOMIC RESOURCES
Raleigh
PERMIT
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
07 ?=h1zP1Uszopmy,
Jaa&ma c,
FOR THE
salivao eww mae %axter Etraaay paeklas dL%C64= with ?- ?N :" ' . � , 'v 3s
the •ial �. i+ Off the
pursuant to the application received 1ftL6' , 1977 , and in conformity with
the .project plans, specifications, and other supporting data, subsequently filed
and ,approved by the Department of Natural and Economic Resources and considered
a part of this Permit.
This Permit shall be effective from the date of issuance until Jan aTy 1
19 �°, and shall be subject to the following specified conditions and limitations:
g!1. Iftig$,u gq s Permit hall became Void y�asm the �a q.Ivs- �� 4es, �w are as j.�n�p�^t—ruc ed, iv;
-
k''S tu« t" zPFr F V'i +tS� R ' b � Gi w'ia. .0i.�rk syr 'N.f✓..b' 4:4-:: ,91 dt*t8,�Y+a.6'n 6a^3Wl?+ Y�+J'=tlmg f4dVS4 av ,
�Y .ft rerpme to eba ma=,*!} r of waste's
VM faeu=w aball be properly l"tea ":- "'rata at aU tims.
Me wma and, eoLjectei by this Z-; dis.17 1 at no elm ba d "
_o is zw-fagg waten of eks aww.
S. Wlba pftmAt Lai wt t

(i"Q 2 of 2)
Walter Bradley Packing Campmy
Jac on county
6. A mialmm of mm, (1) foot of freeboard will rwagn in the lagoon at an times®
7. In the ewe t the facilitles beccma lmdequate In t?2m- future, the owwr shall
take Lwch immediate corrective action as may be =Vdred by thic Dapartmmt.
Greass, sludge&, or other pollutants rawved ag resulting from the wastewater
treatment proceso shall be cons airied and dispooed of in such a per az to pgovent
akv contamination of the surface or grounduatero of the State.
Permit issued this tha 23RD day of MNE , 1977.
xORTH CMCLM t*=EMT CMMSSIM
%
BY W. E. KNIGH-T,
If. K Mnight, Director
D17161on of EnvirawmateA Ummaemnt
By Authority of the secretary
Of the Of IfttuM-1 Sad 19cOnOWLIC Resexxicea
PEE97L NO. 4338

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
BR YSO%.' CITY i4 A4I �, WAYNESVILLE 18 MI
83°15 ' 296000mE /f ' BLUE RIDGE' PARKV✓AY 12 A41. 298 L ADDLE 4.2 1Il. 1 12 30`
35022'30` as \\r �- �.�L 'A \,� aim �-.
t \`i. ):� G��" �'1\ c'7•.�, �� ©.ram � � s � ."�• --�f t �1��. " ��.
Sylvan; ��C— `�1 „�^� �O.. ' �• • (` �'r Ilk
�t t� ( \� 1 / l ••O . ! / y+:'� If (�-�.%"v.Jf�1 i� ,�il : • i j a / i",".. )`ADO "�� 'C
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�- r. .' " •L -�. i„\ r \,��� °a , r! I 11(t /, / � � \ � ?_� -� I � �� •�11 —
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3915000m.N
I�
it
C.l�(' �� �-zzoc� � � �a i _� � r <�
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i 20111111
11y
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�� rd ,/ ' /'ttil !' (/�%j r'✓tr �D&Tey.r _ j 1 (; l J \ "r S > l�� ,��- 1 ,��'/ .R•iverview � ,��• �� WEbater<
i*-�1iI'
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ter. Aa�o:
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a BM �LHTr1628
1v �� '\��.� Q°. rr.J_ 1 _ \ ,,,,�'` Y y`G,._- 't /rim -'' /-'` ,r�4!' �'•^At
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�•f` .� 4 - I. �` tea• AN.

.� GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE DESCRIPTION
REVIEW BY: zlive %�%i� /ram DATE: �6 �f� W.D. PERMIT NO. 930,3
TOWN: COUNTY: J A,-*�901V
NAME OF FACILITY OR INSTALLATION: F{i�� �� c 'i%C6ollV A1`-
ADDRESS: ��� 7o g®, 9wOwiZ c At ZS7 TELEPHONE:-` lwj 7,o-344(
OPERATOR OR CONTACT PERSON: -�- oars t-r5FAF�t
ADDRESS: -f SA-%kA TELEPHONE: T
LOCATION (SKETCH ON BACK) A41 C-45 o-C e#*Sf-fiCR.S on/ C;5 , T
QUAD. NO.' :5q2- Ni LAT. 3So7/2 LONG. 73oz10 ELEV.
�,
TYPE SOURCE (LANDFILL, LAGOON, ETC.):
TYPE AND QUANTITY OF POLLUTANTS: 300, aeo Ci�p -DeleE-z
DESCRIPTION OF FACILITY OR SITE (SKE CH N BACK) : 3oo�000 �Py �o��gCT 5�3�C/F7�u
%sue, ,4�47A
e. Ct.AeWtge , h6-�o,91c 3 /2- 4-�9137-11Arc _ /- I!WS r
HYDROGEOLOGIC CONDITIONS AT SITE: W�;��- ir�c� ����� ��� �� �•si✓
AQyrr-
DESCRIPTION OF UNCONSOLIDATED MATERIALS: CCW 725 Sic 71X - S4Afb 0,e14-L

- - e-

Page 2
THICKNESS OF UNCONSOLIDATED MATERIALS (FEET): 6
TYPE OF BEDROCK (FRACTURED GRANITE GNEISS, ETC.): liflhlt—reElbC 4�&Wt7E r,,%E/SS
DEPTH TO BEDROCK (FEET) : 41®P-ox, ( r16E
HYDROGEOLOGIC UNIT: 'Ft ����E 1•�aE,e 6'i���6�T
DEPTH TO WATER TABLE (FEET):
APP�oA', SEE;
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO., ETC.): 3 % To LAIc, Z,64We�{
NEAREST STREAM: DISTANCE (FEET):
NEAREST WATER -SUPPLY WELL: S 97- 1-1 _ DISTANCE (FEET): 1.300
SUB -BASINS 03-/3- 0 Z
POLLUTION CONFIRMED BY ANALYSIS: VA DATE:
EXPLAIN:
ANALYST:
MONITORING FACILITIES INSTALLED: NO. OF WELLS: A114
MONITORING WELL QUADRANGLE NO.: 14/A
SAMPLING SCHEDULE: A46AITAIL-/
SAMPLED BY: ,F - Ale I/l 7_64rnlC� LE-S�
PARAMETERS:
ANALYSES AND OTHER DATA AVAILABLE: fiV �iC�S
REMARKS: &eN ��E� iin%C� 6�i /.S�O <TOC� ��� � gX� A%!�/�/� /o
­7;�/ A/ S®/C s E7��/t/� WAS 165:b,POcA�_ "1 A!�E'

w,er,Ew 64�
.W W' P
MA(
$cDC
F'0

N
to
0
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b/
0
400
-Oo
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o eNW5_ja Trays St
V
7; EY
c
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7 — A�
Fall /Ga, P- / -,-0 ' eb
m ie� Hogbac�N\, L
--R t
ald.-_ ock Dead Heifer
Falls DE
-A KW'282 Gap-,
Xv
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FdirfieldFalls* 1 0
-K-
36,00
cm oo e
0
IN
0
Jittle Bald AKW 2
Rock'Mth
0
61 4k
X ,
V�
v
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BM
3177
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WD 64
3148 j
LVI
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I A
-fv V

>F v;
North Carolina Department of Natural
s._ Resources & community Development
James B. Hunt, Jr., Governor James A. Summers,, Secretary
4 .
Mr. Cary Ayers
Jackson Utility Company
4000 Highway 64 West
Sapphire, North Carolina
Dear Mr. Ayers:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
May 3, 1984
28774
Subject: Wastewater Treatment Plant Expansion
Jackson Utility Company
(Sapphire Valley)
Jackson County, North Carolina
On April 26, 1984, Messrs. Don Link and Ted Minnick, both with the Divi-
sion of Environmental Management's Groundwater Section, inspected the new
fine solids settling pond at the wastewater treatment plant serving Sapphire
Valley Development. This inspection was conducted out of concern that blast-
ing done for purposes of excavating the pond may have fractured the remain-
ing rock, thereby connecting the pond with water in the fracture zone. This
possibility was supported by the presence of two or three feet of water in the
pond at the time of inspection, plus the fact that soil around the pond was
sloped in such a manner as to keep out surface drainage. It is our concern
that if the basin were -Filled with treated wastewater, that wastewater would
flow into the fractures;, thereby contaminating the groundwater. Corrective
action might be to fill in the new excavation with compacted clay to a depth
of four feet above the present water table, and construct a dike around the
facility to obtain the needed storage capacity, or to install a watertight
liner. -
Craig Cranston expressed the opinion that the water standing in the pond
may not be groundwater, but rather may be surface runoff. You may.pump or
siphon the pond dry if you wish to test this theory. If so, please arrange
for someone from the Groundwater Section to be present during the dewatering
process. Absence proof that the pond is separated from the water table,
please submit alternatives to the present polishing pond construction plans to
protect the quality of the groundwater at the site to the Division of Environ-
mental Management. You should be aware that a well may need to be constructed
on the site to monitor for groundwater contamination. The location for the
well and the construction standards for it will be furnished upon review of
forthcoming plans.
Asneville Regional Office Inlerchanee Bundina. 59 woodfin ?lace. R O. Box 370. Asheville N. C 210802-0370 Teie-_)hone 70='253-33 ,

Mr. Cary Ayers
Page Two
May 3, 1984
If you have any questions regarding this matter, please contact Mr. Don
Link at 253-3341.
Sincerely,
Roy M. Davis,
Regional Supervisor
RMD/ pf
cc: Baldwin & Cranston Associates, Inc.
Jackson County Health Department
H. Dale Crisp
Heath P. Dobson
Don Link

. • FAIRFIELD SAPPHIRE VALLEY
SAPPHIRE VALLVAfdIA COUNTY
(jevLd <
Mr. Roy M. Davis
North Carolina Department of Natural
Resources E Community Development
59 Woodfin Place
P.O. Box 370
Asheville, N.C. 28802-0370
Dear Mr. Davis:
May 30, 1984
.DECEIVED
Water Quality Division
JUN 1 1984
Western Regional Office
Asheville, North Carolina
This is to acknowledge receipt of your letter dated May 29, 1984. 1
have discussed this matter with Mr. Craig Cranston of Baldwin & Cranston
Associates, Inc. Mr. Cranston will be in contact with your office in the
next few days concerning this matter.
We look forward to working with you.
Sincerely,
Carey Ayre
Vice Presidehl of Construction
and Engineering
CA /jj
CC: Craig Cranston
Sapphire, North Carolina 28774 0 [phone]

'�,,,�STAic «_•
aP�a r.1o... ti North Carolina Department of Natural
. � Resources &Community Development
Y
James B. Hunt, Jr., Governor James A. Summers, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 29, 1984
Mr.' Cary Ayers
Jackson Utility Company
4000 Highway 64 West
Sapphire, North Carolina 28774
Subject: Wastewater Treatment Plant Expansion
(Sapphire Valley)
Jackson County, North Carolina
Dear Mr. Ayers:
On May 17 and 18, 1984, Mr. H. E. Minnick, with the Division of
Environmental Management's Groundwater Section, inspected the new fine
solids settling pond at the wastewater treatment plant serving Sapphire
Valley Development. These inspections were conducted to determine if
the water in the new pond was groundwater or runoff from precipitation.
During these inspections, the water in the pond was lowered by pumping
with two gasoline -powered pumps but were never actually pumped dry.
Mr. Minnick noticed that while the water level in the pond was being
lowered, groundwater could be observed entering the pond in several
places along the sides. Rain did not fall during the period of pumping.
Since this verifies the pond is, in fact, connected directly to the
water table, the pond must be lined with an appropriate zero perme-
ability water tight liner installed by methods suitable for conditions
below the water table or shall be filled with compacted clay to a depth
of four feet above the water table and be diked around the facility to
obtain the needed storage capacity. Obviously, we are receptive to other
approaches to sealing the pond and are willing to discuss such with you.
Upon the receipt of your revised plans, the location and construction
standards for a well to monitor for potential groundwater contamination
at the site will be provided by this Division.
Asheville Regional Office Interchange Building, 59 Woodfin Place, F. O. Box 370. Asheville, N. C. 28802-0370 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

-,;
Mr. Cary Ayers
Page 2
May 29, 1984
If you have any further questions, please do not hesitate to contact
Mr. Don Link at 253-3341.
Sincerely,
Roy M. Davis
Regional Supervisor
RMD/ar
cc: Baldwin & Cranston Associates, Inc.
Jackson County Health Department
Bill Mills
Arthur Mouberry
Heath P. Dobson
Don Link

.d ..LL STATt ov. ..
North Carolina Department of Natural
n.,
Resources &Community Development
A; •� �, James B. Hunt, Jr., Governor James A. Summers, Secretary
Mr, Cary Ayers
Jackson Utility Company
4000 Highway 64 West
Sapphire, North Carolina
Dear Mr. Ayers:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
May 3, 1984
28774
Subject: Wastewater Treatment Plant Expansion
Jackson Utility Company
(Sapphire Valley)
Jackson County, North Carolina
On April 26, 1984, Messrs. Don Link and Ted Minnick, both with the Divi-
sion of Environmental Management's Groundwater Section, inspected the new
fine solids settling pond at the wastewater treatment plant serving Sapphire
Valley Development. This inspection was conducted out of concern that blast-
ing done for purposes of excavating the pond may have fractured the remain-
ing rock, thereby connecting the pond with water in the fracture zone. This
possibility was supported by the presence of two or three feet of water in the
pond at the time of inspection, plus the fact that soil around the pond was
sloped in such a manner as to keep out surface drainage. It is our concern
that if the basin were filled with treated wastewater, that wastewater would
flow into the fractures;, thereby contaminating the groundwater. Corrective
action might be to fill in the new excavation with compacted clay to a depth
of four feet above the present water table, and construct a dike around the
facility to obtain the needed storage capacity, or to install a watertight
liner.
Craig Cranston expressed the opinion that the water standing in the pond
may not be groundwater, but rather may be surface runoff. You may pump or
siphon the pond dry if you wish to test this theory. If so, please arrange
for someone from the Groundwater Section to be present during the dewatering
process. Absence proof that the pond is separated from the water table,
please submit alternatives to the present polishing pond construction plans to
protect the quality of the groundwater at the site to the Division of Environ-
mental Management. You should be aware that a well may need to be constructed
on the site to monitor for groundwater contamination. The-1'o6ation for the
well and the construction standards for it will be furnished upon review of
forthcoming plans.
Asnevllle Regionai Office ,nie'cr-i2noe Buod ma. Jr„' WOOciln Pace ? 0 5cx �'^.=,S�2v�i!e N G ?8eC2-G3?C ieio_�nose 70-1';=33?C'

Mr. Cary Ayers
Page Two
May 3, 1984
If you have any questions regarding this matter, please contact Mr. Don
Link at 253-3341.
Sincerely,
Roy PI avis,
Regional Supervisor
RMD/ pf
cc: Baldwin & Cranston Associates, Inc.
Jackson County Health Department
H. Dale Crisp
Heath P. Dobson
Don Link

a STATE
North Carolina Department of Natural
- Resources & community Development
�: -<�,�• James B. Hunt, Jr., Governor James A. Summers, Secretary
DIVISION OF ENVIRONMENTAL.MANAGEMENT
WATER QUALITY SECTION
ASH EVILLE REGIONAL OFFICE
June 15, 1-9-84
Mr. Cary Ayers
Jackson Utility Company
4000 Highway 64 West
Sapphire, North Carolina 28774
Subject: Wastewater Treatment Plant Expansion
Jackson Utility Company (Sapphire
Valley)
Dear Mr. Ayers JacksoniCounty, North Carolina
This letter is to confirm the understanding reached during our June 11,
1984, meeting. Jackson Utility Company will line the new fine solids settling
basin with an impervious liner before the end of this year. The new fine sol-
ids settling basin will not receive treated wastewater until it is lined® In
the interim, effluent from the new secondary wastewater treatment plant will
be. routed to the existing basins along with the effluent from the two previously
constructed secondary plants. Please inform us when the new secondary -plant
is p?laced in operation, and when.the new fine solids settling basin is lined and
placed in operation.
RMD/pf
cc: Heath P. Dobson, P.E.
aue� ; N k
Craig Cranston
Sincerely,
i
Roy M. Davis,
Regional Supervisor
Asheville Regional Office Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

FAIRFIELD-SAPPHIRE VALLEY
TRANSYLVANIA COUNTY
Baldwin & Cranston Associates, Inc.
ENGINEERS PLANNERS CONSULTANTS
J. CRAIG CRANSTON, P.E.
PRESIDENT
THOMAS H. ROBERTSON, P.E.
ELDRIDGE A. WHIT BURST, JR., P.E.
February 25, 1985
Mr. Roy Davis
Regional Supervisor
Division of Environmental Management
Asheville Regional Office
P. 0. Box 370
Asheville, N. C. 28802-0370
Dear Roy;
p r, r 1
W, er Qu3!ity DNiston
FEB % -o 19875
Westen Regiona� Office
/,,sheviilc, North Carolil-O'
Mr. Carey Ayres of Fairfield -Sapphire Valley has turned over
to me your letter of January 29th, regarding.the proposed pond
liner for the waste water facility of Jackson Utility Company.
It is.the intent of this letter to discuss those three items
which you indicate that would make the proposed PVC liner un-
acceptable.
Paragraph one in your letter states that the manufacturer does
not recommend the proper material for this particular use. Item
one of the enclosures is a letter dated February 12, 1985 from
-Palco Linings, Inc. specifying the 20 mil PVC for this use.,
Paragraph two of your letter suggests that it would be nearivy
impossible to pump out the pond without removing or impairing
the soil layer that will rest on the top of the PVC. We pro- ,
pose to accomplish the pump down of -the --.pond through a perforated
well and telescoping valve that would not disturb the soil --blanket.
Paragraph three of your letter suggests that the apparant savings
using this liner would likely be negated by replacement costs.
The manufacturer of the lini�l.gassures us that with the soil
believe that any manufacturer of any lining material,^ whether—`"--�-4'
it be Hypalon or any other sophisticated linings will guarantee '
a life in excess of 25 years. I personally believe that a properly
installed PVC liner such as the one discussed in this letter will
seal the pond for the next 20 to 25 years and will meet all of the
requirments of the Ground Water People.
P.O. DRAWER 2546 P.O. BOX 4S0
1103 GRFE'NE STREET CASHIERS. N.C. 28717
AUGUST' - TORGIA 30903 [phone]
(4041 . ­7­-­__

- r..
4
Mr. Roy Davis -2- February 25, 1985
I am also including with this letter a sample of the material,
a list of present users and the specifications for the product.
If you have any questions,' please don't hesitate to call me and
I will do my best to reply.
Cordially,
J. Craig Cranston, P. E.
President
JCC/sd
Enclosures
cc: Forrest Westall
Carey Ayres
11

MIM®n®n �
Ec�i , u
(Cal)
February 12, 1985 '
Dwight Waser
Baldwin & Cranston, Assoc.
P.O. Box 450 .
Cashiers, -NC 28717
Dear Mr. Waser:
In answer to.your inquiry of last week, a 20 mil polyvinyl chloride lining
is an excellent choice for containing treated secondary wastes. With over
25 years experience in the lining industry, Palco has found PVC, when covered
with a foot or more of earth, one of the most durable, long lasting materials
available. This soil cover is sufficient to insulate against any harmfull
effects of the sun.
PVC use as a pond liner dates back almost 30 years to the first experiments
using synthetic membranes to contain water. In subsequent years, the
industry, working in conjunction with governmental agencies, has determined
the most effective formulation to insure a life expe-ctancy of many years..
Standards have been established in order to assure the end user of obtaining
the finest material available. Enclosed is a copy of the PVC specifications
compiled by The National Sanitation Foundation. Products meeting these
specifications have been. specifically formulated to withstand long term
exposure to conditions found in this type of application.
Also enclosed is a list of projects utilizing PVC linings fabricated by
Palco Linings.
If additional questions or comments arise, please call.
Cordially,
Kathryn Dean
Sales Representative
KD/tn
CALLS FROM OUTSiC1 N.J.
1-800-4EPAL%O
7571-Santa Rita Circle ® P.O. Box 919 9 Stanton., CA 90680 m [phone] o Telex 6971329

a
3• �
r �Ytl
PALCO 20-MIL PVC
POND LINER SPECIFICATIONS
PVC liner shall be compounded from first quality materials. Virgin
materials shall be used with no regrind or reprocessed materials added. Liner
compound shall be specifically designed for pond liner application and
shall have been satisfactorily demonstrated by prior .use to be suitable and
durable for such purposes.
MINIMUM MATERIAL PROPERTIES
PROPERTY
TEST METHOD
Gauge (Nominal)
Thickness Mil Minimum
ASTM D1593
Par. 8.1. 3
Specific Gravity
ASTM D792
MTD A
Minimum Tensile Prop.
(each direction)
1. Break-ing Factor
ASTM D882
Lbs/Inch Width
MTD A or B
1" Wide
2. Elongation at
MTD A or B
Break (Percent)
3. Modulus (Force)
MTD A or B
@ 100% Elongation
Lbs/Inch Width
9
TEST VALUE
20
19
1.26 to 1.30
46 (2300 psi)
300%
18 (900 psi)
Tear Resistance ASTM D1004 6.0 (300 lbs/inch)
(Minimum Average Pounds) Die C (Graves)
Low -Temperature Impact ASTM D1790 -15° F.
Dimensional Stability ASTM D1204 5
(each direction, percent 212°F - 15 Min.
change maximum)
Water Extraction
(Max. % Wt. Loss)
Volatile Loss
(Max. % Wt. Loss).
ASTM D1239
122°F - 24 hrs.
ASTM D1203
MTD A
0.35
M
(Cont. on Reverse)
7571 Santa Rita Circle e P.O. Box 919 e Stantc - CA 90680 e [phone] - Telex 6971329

PALCO 20-Mil PVC 4,
POND .LINER SPECIFICATIONS (cont.)
MINIMUM MATERIAL PROPERTIES (Cont.)
Resistance to Soil Burial ASTM D.3083.
(Percent Change Maximum of (30'Day Soil Burial)
Original Value)
1. Breaking Factor 5
2. Elongation at Break 20
3. Modulus @ 100% Elongation 20
Hydrostatic Resistance
(pounds/sq. in. minimum)
Factory Seaming Method
Bonded Seam Strength
(Factory Seam Breaking
Factor, ppi width)
Peel Adhesion
(Pounds/inch Minimum)
ASTM D751
MTD A
FACTORY SEAM REQUIREMENTS
ASTM D3083
5 Inch by
1 Inch Sample
MTD A or B
ASTM D413
180' Peel 2 Inch Wide
Sample Pulled @ 2"/min.
Factory Seam Resistance
to Soil Burial ASTM D3083
(percent change maximum .(30 Day Soil Burial)
in original value)
Bonded Seam Strength
Peel Adhesion
*F.T.B. - Film Tearing Bond �y
Dielectric Fusion Weld
36.8
10 or F.T.B.*
-20%
-20% or F.T.B.*
2/84

~
Property
TABLE 1A. MATERIAL PROPERTIES
POLYVINYL CHLORIDE (PVC)
Unsupportod (U)'
Test 10 20
Method
30
45
Gauge (Nominal)
—
10
20
30
45
Thickness, mils minimum
ASTM D1593
9.3
19
28.5
42.75
Para 8.1.3
Specific Gravity
ASTM D792
1.20
1.20
1.20
1.20
(minimum)
Method A
Minimum Tensile Properties
ASTM D882
(each direction)
1. Breaking Factor
Method A or 8
23
46
69
104
(poundslinch width)
(1 inch wide)
2. Elongation at Break
Method A or B
250
300
300
300
(percent)
3. Modulus (force) at 100%
Method A or B
9
18
27
40
Elongation (poundslinch width)
Tear Resistance (pounds,
ASTM D1004
3
6
8
11
minimum)
Die C
Low Temperature, °F
ASTM D1790
-10
-15
-20
-20
Dimensional Stability
ASTM D1204
5
5
5
5
(each direction, percent
212°F, 15 min.
change maximum)
Water Extraction
ASTM D3083
-0.35
-0.35
-0.35
-0.35
(percent loss maximum)
(as modified
in Appendix A)
Volatile Loss
ASTM D1203
1.5
0.9
0.7
0.6
(percent loss maximum)
Method A
Resistance to Soil Burial
ASTM D3083
(percent change maximum
(as modified
in original value)
in Appendix A)
1. Breaking Factor
5
5
5
5
2. Elongation at Break
20
20
20
20
3. Modulus at 100% Elongation
20
20
20
20
Hydrostatic Resistance
ASTM D751
37
60
82
100
(pounds/sq. in. minimum)
Method A
Bonded Seam Strength
(factory seam, breaking
factor, ppi width)
Peel Adhesion
(pounds/in. minimum)
Pesistance to Soil Burial
(percent change maximum
irl D iginal value)
:�:el Adhesion
^—TBonded Seam Strength
Factory Seem Requirements'
ASTM D3083 18.4 36.8
55.2
83.2
(as modified in
Appendix A)
ASTM D413 FTB2 FTB'
FTB7
FT82
(as modified or or
or
or
in Appendix A) 10 Iblin 10 Iblin
10 Iblin
10 Iblin
ASTM D3083
Appendix A)-
-20 -20
-20
-20
-20 -20
-20
-20
'Factory bonded seam strength is the responsibility of the fabricator. Factory seams are further discussed in Item 4.2.
2FTB - Film Tearing Bond.
This table provides a reliable and dependable means for industry to furnish such materials of known and consistent quality.
Before selection of any material for an FML, however, the user should consult with appropriate manufacturers, because these
materials may not be appropriate for every application. Specific information should be obtained from the manufacturers
regarding installation requirements, exposure conditions, performance expectations, and experience factor.
0

"= srATE'`�
North Carolina Department of Natural
5 } Resources & Community ®evelo meWL
James G. Martin, Governor S. Thomas. Rhodes, Secretary
Mr. Carey Ayres, Vice President
Construction and Engineering
Fairfield -Sapphire Valley
Sapphire, North Carolina 28774
Dear Mr. Ayres:
DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
January 29, 1985
Subject: Pond Liner
Wastewater Treatment Facility
Jackson Utility Company
Jackson'County, North Carolina
The staff of the Asheville Regional Office have reviewed Baldwin and
Cranston's proposal for the use of the Palco 20-mil PVC.Pond Liner at the
Jackson Utility Company Wastewater Treatment Facility, and offer the follow-
ing comments:
1. It appears that the manufacturer does not recommend the pro-
posed material for this particular use.
2. Use of soil to cover the liner would be unsuitable because it would
be nearly impossible to remove the inevitable accumulation of solids
generated in the waste treatment plant and settled in the pond with-
out removing or impairing the soil liner.
3. The apparent savings realized by 'the use of this liner would likely
be negated by replacement costs.
We appreciate your interest in finding an economical solution to the problem
of sealing the wastewater settling basin. We would, however, wish the solution
to make use of appropriate materials.
Within thirty (30) days from the date of receipt of this letter, please
get back to me with a proposal for sealing the basin making use of materials
which are suitable for this particular application. If we may be of assistance
in the matter, please contact us.
Sincerely,
Roy M. Dauis,
Regional Supervisor
RMD/pf
cc: Forrest R. W stall
Don Link
ASheviI!eRecionaI Office Intercha-CC BU:,d,nc EDVVccc ° a.e ° 0 8::, 37D Ashev­N C 28802-0370 Teteohone7041253-3341

V
DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
June 11, 1992
MEMORANDUM
TO: Jeff Lautier
Groundwater Section
Raleigh Central Office L�J
FROM: Fred C . Hankinson 9Aze'l
Groundwater Section
Asheville Regional Office
SUBJECT: Renewal Application of Permit No. GW92155
WQ0006434
Soak Away Pond
Cashiers Community Council
Jackson County, North Carolina
Renewal is recommended. No monitor wells are recommended
at this time. Any groundwater quality monitoring, as deemed
necessary by the Division, shall be provided as in the permit.
FCH/gc

a
APAC-Tennessee, Inc. • Harrison Construction Division • 226 Gill Street • P.O. Box 359
Alcoa, Tennessee 37701 • [phone]
September 22, 1988
Mr. Bill Anderson
North Carolina Department of
Natural Resources & Community Development
P.O. Box 370
Asheville, NC 28802
RE: Dillsboro Sand Washing Facilities
Permit 2449-R3
Dear Mr. Anderson:
Enclosed please find the following items:
1 Non -Discharge Permit Application
.2 Dillsboro Sand Separator - General Location Drawing 9-21-88
2 Dillsboro Sand Separator - Site/System Schematic.9-21-88
1 Check $400 - $250 Permit Fee
. - $1.50 First Year Monitoring Compliance Fee
It is our plan to move the present sand washing plant approximately two
miles to our own property adjacent to our Dillsboro Asphalt Plant. We request
a modification to Permit 2449-R3 to reflect this change.
The equipment, personnel, and method of operation will remain the same.
If there are any questions concerning this, please call me at 615/983-3100.
Very truly yours,
HARRISON CONSTRUCTION COMPANY
DIVISION OF APAC-TENNESSEE, INC.
Gary Loflin
Project Engineer
GDL/jc
Enclosure