HomeMy WebLinkAboutNC0039578_Wasteload Allocation_19930312NPDES DOCUHENT SCANNING COVER SHEET
NPDES
Permit:
NC0039578
TWSA WWTP #1
Document Type:
Permit Issuance
Wasteload Allocation `
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
March 12, 1993
This document is printed on reuse paper - ignore any
content on the reYerse side
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
PERMIT NO.: NC0039578
NPDES WASTE LOAD ALLOCATION
PERMITTEE NAME: Tuckase/gee Water and Sewer Authority
FACILITY NAME: Jackson County WWTP
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 1.5 MGD
Domestic (% of Flow): 94* %
Industrial (% of Flow): 6* %
Comments:
POTW - formerly Jackson County Planning & Devel,
*Based on values given in application. r��c/� �6�e UM(
STREAM INDEX: 2-79-(30) - � i�
RECEIVING STREAM:Tuckasegee River
Class: C-Trout
Sub -Basin: 04-04-02
Reference USGS Quad: F6SW, Sylva South
County: Jackson
Regional Office: Asheville Regional Office
Previous Exp. Date: 9/30/92 Treatment Plant Class:
Classification changes within three miles:
Ca. 2 mi., drops to C at Dillsboro Dam.
Requested by: Jule Shanklin
Prepared by:
Reviewed by:
�ODw
(please attach)
III
LOUI
Date: 10/5/92
Date:
.3/9/93
Date: L-31.11 /
613
13
Modeler
Date Rec.
#
1t\c
tolbkv
1133
Drainage Area (mi2 )
7Q10 (cfs) Winter 7Q10 (cfs)
Toxicity Limits: IWC / 4 %
Instream Monitoring:
Parameters N �4
Avg. Streamflow (cfs): 7/3—
/7� 30Q2 (cfs) 29 7
Acu hronic
Upstream Location
Downstream Location
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (4/1):
Temperature (°C):
TP (mg/1):
TN (mg/1):
• Cadmium (µg/1):
Chromium (µg/1):
Nickel (14/1):
Zinc (µg/1):
Lead (µ /1):
Copper (1.1g/1):
Cyanide (41):
Silver (µg/1):
4.✓Su//1,,t.5,as,
C
,/
q/ L ryY CJ1/"'l;.
kel/PV‘f/moo
1.5
30.0
monitor
30.0
*monitor
6-9
monitor
monitor
monitor
monitor
monitor
monitor
monitor
monitor
monitor
monitor
monitor
hz,Pr,1tin/oe,�ty
/ . .
Comments: f „iwki ebctre %1�1� �-C�9L G/W /TG(//L-6 B�
ROAD CLASSIFICATION
PRIMARY HIGHWAY
HARD SURFACE
SECONDARY HIGHWAY
HARD SURFACE '
LIGHT -DUTY ROAD. HARD OR
IMPROVED SURFACE
UNIMPROVED ROAD = = _
Latitude 35°20'59" Longitude 83°14'21"
Map # F6SW Sub -basin 40402
Stream Class C-Trout
Discharge Class 01 02
Receiving Stream Tuckasegee River
Design Q 1.5 MGD Permit expires 11/30/02
SCALE 1:24 000
1 MILE
0
"^�iM1itgtYO
7000 FEET
0
1 KILOMETER
CONTOUR INTERVAL 40 FEET
Tuckaseigee W&S Authority
NC0039578
Jackson County
Plant 1
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
,ll
l
FACT SHEET FOR WASTELOAD ALLOCATION
Request #
Tuckaseigee Water and Sewer Authority
NC0039578
Domestic - 100%
Existing
Renewal
Tuckasegee River
C1Trout
040402
Jackson
Asheville
Shanklin
10/5/92
F6SW
jlaT,ER QUALITY SECTION
r ILE REGIONAL OFFICE
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
last WLA
1987
286
165
199
715
297
1.4
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility is in compliance with existing permit limits. It is the recommendation of Poe
(Pretreatment Unit) to issue this permit with monitoring only for the same metals required to be
sampled in the current permit. The toxicity test should remain a requirement of this permit.
Dilution is 72:1 so monitoring for fecal coliform will be recommended at the effluent, upstream,
and downstream of the outfall. However, if the Asheville Regional Office staff believe it better to
phase in a fecal limit in lieu of this instream monitoring, a fecal limit of 200/100 ml will be required
after a specified period of time as would a total residual chlorine limit of 28 µg/1. Please comment.
Special Schedule Requirements and additional comments from Reviewers:
Phase a Trc?/ /'wt.'t-4- 410 oGILA d + lilt ',.
e % & /... Y.. ''..end
Gv; l
STYe M, tv%n..I
Gdirn
//c
Recommended by:
L'ns J f c e rf.1vf
rmr Sri subrhi
Reviewed by
Instream Assessment:
Date: -0/93
Date: 07
Regional u is r: � �'� � C3t�._C:r1 Date: /-• /
Permits & ngineering: _ / / J- ' MAR 1 g Date: 3/.S/1993
gr�
RETURN TO TECHNICAL SERVICE BY:
Existing Limits:
2
PARAMETERS
Monthly Average
Wasteflow (MGD): 1.5
BOD5 (mg/1): 30.0
NH3N (mg/1): monitor
DO (mg/1):
TSS (mg/1): 30.0
Fecal Col. (/100 ml):
pH (SU): 6-9
Residual Chlorine (µg/l):
Temperature (°C): monitor
TP (mg/1): monitor
TN (mg/1): monitor
Cadmium (14/1): monitor
Chromium (µg/1): monitor
Nickel (µg/1): monitor
Zinc (µg/1): monitor
Lead (µg/1): monitor
Copper (µg/1): monitor
Cyanide (14/1): monitor
Silver (µg/i): monitor
Chronic Toxicity: P/F @ 14%
Recommended Limits:
Monthly Average
Wasteflow (MGD): 1.5
BOD5 (mg/1): 30.0
NH3N (mg/1): monitor
DO (mg/1):
TSS (mg/1): 30.0
Fecal Col. (/100 ml): monitor - fee commewvs 0 r` pi* I
pH (SU): 6-9
Residual Chlorine (µg/1):
Temperature (°C): monitor
TP (mg/1): monitor
TN (mg/1): monitor
Cadmium (µg/1): monitor
Chromium (µg/1): monitor
Nickel (14/1): monitor
Zinc (nil): monitor
Lead (µg/1): monitor
Copper (14/1): monitor
Cyanide (1.1g/1): monitor
Silver (4/1): monitor
Chronic Toxicity: P/F @ 14%*
*(Feb, May, Aug, Nov)
x No parameters are water quality limited, but this discharge may affect future allocations.
3
INSTREAM MONITORING REQUIREMENTS*
Upstream Location: Tuckasegee River at nearest upstream bridge
Downstream Location: Tuckasegee River at nearest downstream bridge
Parameters: Fecal
Special instream monitoring locations or monitoring frequencies:
*AS STATED IN THE COMMENTS SECTION, INSTREAM FECAL COLIFORM SAMPLING
MAY BE DELETED IF THE FACILITY AND REGIONAL OFFICE STAFF CAN AGREE ON
A TIME SCHEDULE TO MEET FECAL AND TRC LIMITS.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes / No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
190 Ja5y To eye r 2;v Dv vepJAce chlor+..)+I:,y P9.'prnenD
r1Pe..G 1e.►.1%. `Ft'm".
If no, why not?
Facility Name
V��Q���`- /
Permit # 395'7(Pipe #
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is 1• ` (defined -% as treatment two in the North Carolina procedure document). The permit holder shall perform
quartet, monitoringusingthis procedure to establish compliance with the permit condition. The first test will be
p �, ter t ' frothe effective date of this p 't duringthe months of
P litkt /'d✓ . Effluent samplingfo lthis testingshall be performed at the NPDES
/ r
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q 10t C°-
cfs
Permitted Flow f ,. 6 MGD
IWC / , * %
Basin & Sub -basin ',TA/ 6 tr , Receiving Stream 77i c f#5fid06 , wea
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� 08/29/92
CKEX88/MP COMPLIANCE EVALUATION ANALY%I% REPORT PA�E i
^
� ^ REPORT PERIOD' 9i07-9206 LOC--~E
pERMIT--NC �39578 PIPE--00i ' j 5000 CLA%%--3
^ACILITY JACK%O'CO P�ANNIN� & DEVELOP^ DE%ICN FLOW-- ^
^� -- n RE�ION/COUNTY--0i JACK;JON
' LOCATION--%YLVA
00600
50050 003i0 A0530 006i0 T�P3B 000i0 00400
MONTH Q/MD BOD R�%/T%% ER
NH3+NH4- CI7DPF TEMP PH TOTAL N
LIMIT F i 5000 F 3O 00 F 30.0 NOL NOL 9^0 6.0
^ 3^95 1i 0 i 00 22.82 8.0-7.6
91/07 ^4732 ^ ^ ^
NOL NOL 9 0 6 O NOL
LIMIT F i 5000 F 30^00 F 30,0 NOL ^ ^ 3 500
^ i2 8 i 05 22 70 8,0-7.4 ^
56i5 4 i8 ^ ^
9i/O8 ^ ^ '�^" ' ,~
5.20 ii.3 i.00 22.56
9i/09 ^6072
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92/0i
92/02
92/03
92/04
92/05
^644�
.
5^52 i9.4 i.00 19.29 7.6-7.2
9.3i i9.8 i.00 i 17.26 7.6.... 7^2
7.95 i6.7 i^18 i5.63 2
i0.22 i3.2
i6.35
^697 12.86 20.4
.568' i6.00 28.4
.473^ 9^05 i4.2
92/06 .456'
7.40
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15.i9 7.8-7.3
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i i7.57 7^8-7^3 i0.000
19.05 7.9-7.2
iO 633
AVERACy, E ^ 558 0 8 99
^ i46 0 i 98 i 25 00 8.000 i8.400
MAXIMUM i 255� 50.00 ^ ^ ^
^ ' �- 10 00 6 800 3 500
MAXIMUM 2i7� i 00 i 0 ...
i ^ ^ ^
MINIMUM ^ ^ .
^�/''` `^°` 9A DE� C %U MG/L
' - - - M�') MG/I... M�/L M�/L ^
UNIT . ''. --- -
TO: PERMITS AND ENGINEERING UNIT
' WATER QUALITY SECTION
DATE: October 8,1.992
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Jackson
PERMIT NUMBER NC0039578
s PART I - GENERAL INFORMATION
• • •
EC, I'VE
OCT 2 1 1992
TECHNICAL SUPPORT BRANCI+
1. Facility and Address: Tuckaseigee War and Sewer Authority
Plant #1 (Jackson County)
PO Box 1051
Syva, NC 28779
2. Date of Investigation: September 17, 1992
3. Report Prepared By: W.E.Anderson
4. Persons Contacted and Telephone Number: Jerry King, Exec.
Dir. TW&SA
704-586-5189
5. Directions to Site: From the intersection of US Hwy 441 and NCSR
1359 in Dillsboro, travel south (up the river) on NCSR 1359
1.9 mi. to the Tuckaseigee Water and Sewer Authority Plant #1
on the left.
6. Discharge Point(s), List for all discharge points:
Latitude: 35° 20' 59" Longitude: 83° 14' 21"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. 175-SW(F6SW) U.S.G.S. Quad Name Sylva
South
7. Size (land available for expansion and upgrading): N/A
8. Topography (relationship to flood plain included): Above Flood
Plain
9. Location of nearest dwelling: Greater then 500 feet
10. Receiving stream or affected surface waters: Tuckaseigee River
a. Classification: C-Trout, Proposed B-Trout
b. River Basin and Subbasin No.: Tittle Tennessee 040402
c. Describe receiving stream features and pertinent downstream
uses: Proposed reclassification to B-Trout
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 96 2/3 % Domestic
3 1/3 % Industrial
a. Volume of Wastewater: 1.5 MGD (Design Capacity)
b. Types and quantities of industrial wastewater:50,000 gpd of
pretreated wastewater from a cardboard recycle paper mill
c. Prevalent toxic constituents in wastewater: Unknown
d. Pretreatment Program (POTWs only):
in development approved Yes
should be required not needed
2. Production rates (industrial discharges only) in pounds per day:
N/A
a. Highest month in the past 12 months: lbs/day
b. Highest year in the past 5 years: lbs/day
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart: N/11
4. Type of treatment (specify whether proposed or existing): Existing
extended aeration with flow equa l izn Ii on. Disinfection facilities
have been constructed but have not required.
5. Sludge handling and disposal scheme: Land Application or
Composting
6. Treatment plant classification (attach completed rating sheet):
7. SIC Codes(s): 4952
Wastewater Code(s): Primary 01 Secondary
Main Treatment Unit Code: 050 i, :3,-5
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant funds
(municipals only)? N/A
2. Special monitoring requests: None
3. Additional effluent limits requests: Fecal Coliform, Chlorine
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
This is a request for permit renewal without modification.
Reclassification of the receiving stream to "B" has been requested
and will very likely be done. It is appropriate to issue the
permit to comply with this reclassification. The facility has
disinfection facilities and standby power.,
Signature of Report
reparer
ater Quality Regional Supervisor
/D
Date
RATING SCALE FOR CLASSIFICATION OF FACILITIES
Name of Plant: TU/4-58 (,5-cCt
Owner or Contact Person: rJ evv 3,
Mailing Address: �.
!� .13x SA z S PaNc 2 891 I
County: b'achson
NPDES Permit No. NCOO,31 -78'
IssueDate:
P,rec✓a (• •
Existing Facility f
Rated By: W. . A"aP ✓a"Dr'�
Reviewed (Train. & Cert.) Reg. Office
Telephone: ry y Sr6 s f K /
Nondisc. Per. No.
Expiration Date:
New Facility
Date: g vet ct2
Reviewed (Train. & Cert.) Central Office
ORC Grade TZ
Plant Class: (circle one)
Industrial Pretreatment Units and/or
industrial Pretreatment Program
(see definition No. 33)
OOSIGN FLOW OF PLANT IN GPD
(not applicable to non -contaminated cooling waters, sludge
handling facilities for water purification plants, totally
closed cycle systems (def. No. 11), and facilities
consisting only of Item (4) (d) or Items (4) (d) and .(1 1) (d))
0 -- 20,000
20.001 — 50.000
50,001 — 100,000
100,001 -- 250,000
250,001 -- 500,000
500.001--1,000,000
1.000.001 -- 2,000,000
2,000,001 (and up) - rate 1 point additional for each
200.000 gpd capacity up to a
maximum of • 30
iI Ill Z IVJ Total Points7‘
POINTS
Design Flow (gpd) :
lJ
2
3
5
8
10
(3) PRELIMINARY UNITS (see definition no. 32)
(a) Bar Screens
or 1
(b) Mechanical Screens, Static Screens or
Comminuting Devices
(c) Grit Removal
or
(d) Mechanical or Aerated Grit Removal
(e) Flow Measuring Device
or
(I) Instrumented Flow Measurement
(g) Preaeration
(h) Influent Flow•Equalizai on
(i) Grease or Oil Separators - Gravity
Mechanical
Dissolved Air Flotation.
(j) Prechlorination
(4) PRIMARY TREATMENT UNITS
(a) Septic Tank (see definition no. 43) 2
(b) Imhoff Tank 5
(c) Primary Clarifiers 5
(Cl) Settling Ponds or Settling Tanks for Inorrt;.nir
Nontoxic tvialerials (sludge handling facilities
for water purification plants, sand, gravel.
stone, and other mining operations except
recreational activities such as gem or gold
ltliilinq)
2
1
Lg/
2
2
3
8
(5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(i)Aeration - High Purity Oxygen System
Diffused Air System a
Mechanical Air System (fixed,
floating or rotor) 8
Separate Sludge Reaeration 3
(ii) Trickling Filter
High Rate 7
Standard Rate 5
Packed Tower 5
(i i i) Biological Aerated Filler or Aerated
Biological Filter 10
(iv) Aerated Lagoons 10
(v) Rotating Biological Contactors • i 0
(vi) Sand Filters -
intermittent biological 2
recirculating biological 3
(vii) Stabilization Lagoons
(viii)Clarifier
\ (ix) Single stage system for combined
carbonaceous removal of BOO and
nitrogenous removal by nitrification
(see def. No. 12) (Points for this item -••
have to be in addition to items (5) (a)
(i) through (5) (a) (viii) 8
(x) Nutrient additions to enhance BOD
removal 5
(xi) Biological Culture ("Super Bugs') addition
to enhance organic compound removal 5
(b) Nitrogenous Stage
(i) Aeration - High Purity Oxygen System 2 0
Diffused Air System 1 0
Mechanical Air System (fixed.
floating, or rotor) 8
Separate Sludge Reaeration 3
• (ii) Trickling
High Rate 7
Standard Rate 5
Packed Tower 5
(Hi) i) Biological Aerated Filter or Aerated
Biological Filter
try) itoieling Biological Contactors
(v) Sand Filter -
intermittent biological 2
recirculating biological . 3
(vi) Clarifier
'n
10
.•
r
Sludge Elutriation
Sludge Conditioner (chemical or thermal)
Sludge Thickener (gravity)
Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i)
Sludge Gas Utilization (including gas storage) .
Sludge Holding Tank - Aerated
Non -aerated
Sludge Incinerator - (not including activated
carbon regeneration) 10
Vacuum Filter. Centrifuge or Filler Press or other
similar dewatering devices
3) SLUDGE DISPOSAL (including incinerated ash)
(a) Lagoons 2
(b) Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit . . . 10
-by contracting to a land application operator who
holds the land application permit 2
-land application of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated 1 0
l andfilled (burial) 5
J) t_(.; HON
(a) Chlorination 5
(b) Dechlorination 5
(c) Ozone 5
{r1} Radiation . .. ... .
J
TERTIARY OR ADVANCED TREATMENT UNIT
(a) Activated Carbons Beds -
without carbon regeneration 5
with carbon regeneration 1 5
Powdered or Granular Activated Carbon Feed -
without carbon regeneration 5
with carbon regeneration .. 1 5
(c) Air Stripping 5
(d) Denitrification Process (separate process) 1 0
(e) Electrodialysis 5
(I) Foam Separation 5
(g) Ion Exchange 5'
(h) Land Application of Treated Effluent
(see definition no. 22b) (not applicable for
sand, gravel, stone And other similar mining
operations)
(i) on agriculturally managed sites (See del.
No. 4) • 10
(ii) by high rate infiltration on non -agriculturally
managed sites (includes rotary distributors
and similar fixed nozzle systems) 4
(iii) by subsurface disposal .(includes low pressure
pipe systems and gravity systems except at
plants consisting of septic tank and nitrifica-
tion lines only) 4
(i) Microscreens 5
(j) Phosphorus Removal by Biological Processes
(See def. No. 26) 2 0
(k) Polishing Ponds - without aeration 2
with aeration 5
(i) Post Aeration - cascade
diffused or mechanical ... 5
(m) Reverse Osmosis 5
(n) Sand or Mixed -Media Filters - low rate 2
high rate • 5 -
(a) Treatment processes for removal of metal or
cyanide
(p) Treatment processes for removal of toxic
materials other than metal or cyanide
LUDGE TREATMENT
(a) Sludge Digestion Tank - Heated
Aerobic
D
Unheated 3
(b) Sludge Stabilization (chemical or thermal) 5
(c) Sludge Drying Beds -. Gravity 2
Vacuum Assisted ". , 5
5
(d)
(e)
(i)
(g)
(h)
(1)
(j)
(k)
((.)
8
2
5
2
ED
15
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9)-
(not applicable to chemical additions rated as item
(3) (I). (5) (a) (xi). (6) (a). (6) (b). (7) (b). (7) (e).
(9) (a). (9) (b), or (9) (c) S points each: List:
r°0/3 P Y kV; 1.o C(a v,
5
5
5
(11) MISCELLANEOUS UNITS
(a) Holding Ponds, Holding Tanks or Settling Ponds
for Or`g�a is or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amot nts significantly
greater than is common for domestic wastewater 4
(b) Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems)2
(c) Stage Discharge (not applicable to storage basins
inherent in land application systems 5
(d)
(e)
(I)
Stand -By Power Supply
Thermal Pollution Control Device
CLASSIFICATION
ClassI ........... .......... ...........:..............-..........
Class II .........
Class III ..........».»-
Class IV -...
TOTAL POINTS
5 - 25 Points
26- 50 Points
51- 65 Points
66- Up Points
Facilities having a rating of one through four points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
15 Facilities having an activated sludge process will be assigned
a minimum classification of Class II.
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class Ii.
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class
1Il
•
•
In -plant processes and related control equipment which are an
integral pitt of industrial production shall not be considered waste
treatment. Likewise, discharges of wastewater from residences
having a design flow of 1.000 gpd or less. shall not be subject to
rating.
ADDITIONAL COMMENTS;
s
ti
CARuLIs A DPI'. OF NATURAL RESOURCES AID COMMUNITY DC
ENVIRONMENTAL MANAGEMENT CI)MMISSInN
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
porn AGENCY USE
I
STANDARD FORM A — MUNICIPAL oiaAiC 8
SECTION L APPLICANT AND FACILITY DESCRIPTION
Unleu otherwise specified on this form all items are to be completed. If an Item Se not applicable Indicate •NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED.
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Legal Name of Applicant
(see instructions)
2. Malting Address of Applicant
(see instructions)
Number i Street
City
State
ZIo Coot
3. Applicant's Authorised Agent
(see instructions)
Name ano Title
Number a Street
City
Stale
• Zip coot
Telephone
4 Previous ApDIICat►on
If a previous aoOl.Cat►on fora Der•
mit under the Natrona' Pollutant
Discharge Elimination System has
been made, give the gate of
application.
101
•
102a
1020
103e
102e1
103$
103b
lose
1113d
lose
1031
104
Please Print or Type
Jackson County
RE♦ER TO
Jackson County Planning & Development, 8 Ridgeway St.
Sylva
NC
28779
Mr. Wayne Hooper
Chairman, Jackson County Commissioners
8 Ridgeway St.
Sylva
NC •
28779
704 5R6-4055
Area Number
Code
AL ILL 121_
V R MO DAV
C7
t certify that I am familiar with the Information Contained In tub application and that to the beet of my knowledge and billet such (nformat Or
es true, Complete. and aCturate.
Wayne Hooper _ _
Printed Name or Person Signing
SI9 Lure of Applicant or it'uthorited Agent
103•
Chairman, Jackson Co. Commissioners
Tltte
YR MO DAY
Date Application hired
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly stakes
any false statement representation, or certification in any application, record, report, plan,
c;r otner document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who Salsifies, tampers with.
or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or saint'tined under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty or a misdemeanor punishable by a fine
not to exceed 51:;r000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.
sio.000 or imprisonment not
S. Facility (see instructions)
Give the name. ownership. and phYsi.
Cal location O' the plant or other
Waging facility where dlichargels)
gently occults) or will (stew.
Name
Ownership (Public. Private or
loth Public and Private).
Check block II a Fedoras facility
•ri give GSA Inventory Control
Number
Location:
Number ii Street
City
County
State
G. Discharge to Another Municipal
Facility (tee instructions)
•. Ihdlcale if part of your discharge
Is into a municipal waste trans•
port system under another to
$ponsibla organisation. If yes.
Complete the rest of this item
Sod continue with item 7. If no.
go dzroctly to Item 7.
b. Ite5Pohslple Organization
Receiving Discharge
Name
C.
Number & Street
City
State
Zip Code
Facility Which Receives Discharge
Give the name of the facility
(waste treatment plant' which re.
pivot and is ultimately respon.
fib* for treatment of the discharge
from your facility.
4. Anrage Daily Flew to Facility
(mid) Give your avenge daily
flow Into the receiving facility.
7• fragility Obeisance Vogr+g. Number
w� s
eisarpe ogumestructiorts)
Spicily the number of discharges
dieaCrlpe0 In this application and the
volume Of water discharged Or lost
to each of the categories below.
Estimate average volume VW day in
million gallons per day. Do not In-
clude intermittent or norlcontlnu0u$
ever flOwS. bypasses or seasonal CDs-
_ _ __......,• r..,.APit_ wdding.
Jackson Count WWTP
Jackson Co., NPDES Permit # NC00395
Dillsboro, NC 28725
j PUB D PRV O'PP
pFED
River Road {SR# 1359
Dillsboro
Jackson Count
NC 28725
Dry 13NO
Theo
STANDARD FORM A —MUNICIPAL
SECTION II. BASIC DISCHARGE DESCRIPTION
POR AGENCY USE
I1I111'.
Complatt 1114 section for each prawn* of proposed d.scharge Indicated In Section 1. Items 7 and S. that I1 to surface wetoes. This includes
OlsGhartet t0 othe► municipal sewerage systems In which the waste water dens not g0 through a treatment works prior t0 being discharge's to
surtaC. wate►t. Olschar9s$ to wells must be described where there are else OIKChargeI to !MKS waters from this facility. Separate
dsacrdptiens of each discharge are resulred even M several dlssAa1Ms etlglstaie M Use ease taSIKy. All values for en existing discharge Mould
De representative Of the twelve previous months of operation. It title Is a proposal disChags. iN1usS $I*Oule 1e110c1 Mat engineering estimates.
ADOITIONAL. INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATL INSTRUCTION BOOKLET AS INDICATED. REFER 10
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Discharge Serial No. and Name
a. Discharge Serial No.
(see instructions)
b. Discharge Name
Give name of oiscnargt. 1f any •
(see Instructions)
c. ►revrous Discharge Serial No
It a Dr.vlOut NPDES permit
application AS mace for this GIs.
charge (Item 4. Section I) OroviGe
preeieut discharge How number.
2. Discharge Operatin! Dates
a. Discharge li• Begin Date
It the disCharpt has nisi•
CCCurred b..• It planned for some
future Cate. give the oats the
dlscharpe will begin.
tills
Seib
Sets
ilia
D. Discharge to End Oats It the Cis. • =0!e
charts is 6che0uitC to DI OIsCOn• I
1.n10e0 witn.n the nei•: 9 years.
give Inc oat. (within Dell.sllmats)
tnt Discharge win: end Give red.
son for discontinuing this discharge
in item 37. t
3. Discharge Location Name the
D0IltiCal boun0ar..s within wnICI
the D0►nt O' Oistnartt it 10C41e0
Stare
County
(if aDA.iCabit. City Or TOv►n
4. Discharge ►Dint Detcrtption
(we IntlluCt.ont)
Dl$Char9. is Into lchtck one)
S.
Steam (includes ditches, arroyos.
and 01hti waterCOu►ws)
Estuary
Lime
Ocean
well (injection)
Other
If 'other' is checked. specify type
Dlidsir'ot Point — Lat/Lon$.
State the precise location of the
Deinl 01 0110h419e 10 the nearest
14C0h0. fret instruction$)
HOP
r
001
Tuckasegee River in the Little Tennessee River Basin
ZLQ t .
VR MO
VA O
North Carolina
Jackson County
ST R
EST
❑ LKE
Q OCE
Q WEL
Q OTN
�e>
ree
S
35 DEG, ? 1 MiN.
22 SEc
Latitude
LOf9ltude
SOS a
83 DEG. 14 um. 30 SEC
This section contains 1 asha.
S. Dlscharpe Recolvllrl Water karrd
Name the waterway at the point of
di$Cnarge.(Ne instructions)
1f the dIscharge 13 through an Out•
tail that extends beyond the shoreline
or is below the mean low water line.
complete item 7.
7. Offshore Discharge
a. Dilcharpe Distance from Shoe 11•7a
D. Discharge OePth Selo* Water M7'�
Surface
1f cascha►9e Is ',Orr a bypass or an overflow point Or IS a seasonal discharge from a lagoon, holding pond, etc.. Complete Items II, g or 10.
as applicable. and Continue with Item 11.
DISCHARGE SERIAL NUMBER
001
tow AGENCY USE
iirr.•
Tuckase:ee River in t,e "11" "' n.
For Agency the
11111111111
For Agency Use
t 303e
S. 'suss DlsCha►le (see instructions)
a. bypass OCCurrence
Check wrier bypass occurs
wet weather
Dry weather
b. •ypasl Frequency Give the
actual or approximate number
Of bypass incidents per year.
Wet Weather
Dry weather
C. sybasl Duration Gaye the
ayera9e bypass duration In hours.
Wet weather
Dry weather
d. Sypast Volume Give the
aysra9! volume per bypass Incident,
in thousand gallons.
Wet weather
Dry weather
e. Eypas/ Reasons Give reasons
why bypaq OCCUra.
Proceed to Item 11.
S. Orrsr1Ilw pilchard* (see instructions)
a. OveAtow OCCurrence Check
When overflow occurs.
Wet weather
Dry weather
feet
tee t
!Mat 1 0 Yes E No
sees: i ❑Yes No
NSW
N is1
Mee
11111141
• s1
>yssf
SOW
times per year
theta per year
hour:
hour:
thousand Mlions per btcldant
thousand potions pot Incident
❑Yes diNo
❑rK .iNo
O. Overflow Frequency Give the
actual or approximate Incident:
Op year.
Wel weather
ON weather
times per year
times per year
To: Surface water
Surface Impoundment with
no Effluent
Underground perc01at10n
well (Injection)
Other
Total Item 7
If *other' is specified. descrtoe
If any Of the discharges from this
fecllrty are Intermittent. futh as from
Overflow Or bypass points. or are
eeatOnal or periodic from Ngoont.
,soloing ponds. etc.. complete Item
11. Intermittent Discharges
a. Facility bypass points
Indicate the number of bypass
P oints for the facility that are
discharge Pointsime instructions)
10741
10711
117e1
1S7f t
007e1
111711
1070
101s
b. faculty Overflow Points
(ndltatt the number of overflow 1Nb
Points to a surface water for Inc
facility (see Instructions).
c. Seasons: or Periodic Discharge
Points Indicate the (lumber of
P oints where mesons, diKhar9es
occur from holding ponds.
lagoons. etc.
Collection System Type
Indicate the type and length (in
miles) Of the collectlon system Wed
by thls'acuity feet Instructions)
Separate Storm
Separate Sanitary
Combined Sanitary and Storm
Seth Separate Sanitary and
Combined Sewer Systems
Both Separate Storm al::
Combined Sewer Systems
Length
10. Municipalities or Areas Served
(see Instruction$)
1Na
1100
Discharge points
1
Number of Total Volume Discharged.
Million QatlonsOer Day
V. --
.652 MGD
/OR AOINCV Vie
I I
p esc
osec
27
miles
Na
Jackson County
glib
Actual iflooutat5On
• Served
Approx. 9100
Approx: 9100
Total Population Served
VOW
FOR AGENCY USE
11. *vsrUi Daily Industrial Flow
Total estimated average ditty waste
flow from ail Industrial sources.
Note: All major industries (as deflnod In Section
a )
discharging to the municipalsystem
listed In Section IV.
12.
118
1.
2.
3.
Permits. Licenses and ng Applications permits. licenses and applications milted to dlitharees home this facility.(eae Instructions)
l.lst all existing, pending or dented
Date
Filed
Issuing Agency
For
Agency Use
Type Of Permit
or License
ID Number
Date
Issued
vR • -A VR O •
monwer-lrealtrrwricirnewommi
13. Maps and Drawings
Attach all regUIre0 maps and drawings to the Dick of this application. pee Instructions)
14. Additionallnform$tlon
Item
Numbe•
Date
Dented
YR/IrI• •A
Expi►atioo
Date
O/OA
Information
•
C. Overflow Duration Give the
average overflow duration In
hours.
Wet weather
Dry weather
C. Overflow Volume Give the
average volume per Overflow
incloant In thouand gallons.
Wet weather
Dry weather
'Proceed to item 11
to. SeasenaVrMriodit DUthar*e$
a. Saasonal/Periodic Mather,'
rrelusncy if OI1Cherge Is inter.
mlttent from a holding pon0,
lagoon, etc., give the actual of
i. pro=lmate number Of times
this discharge occurs per year.
D. Saasonal/►erlodic Dtscharea
Volume G. the avere,'
volume per discharge occurrence
in 1h0uan0 gallons.
C. Seasonal/r+ariedic DtscMrge
Duration Give the average cure -
(ion of sacn diKhers* Occurrence
In de. Yl•
d. SeatonalfPiriodit Dlsciarga
Occurrence —Months Check the
months during the year when
the dlKnarge normally OCCurs.
II, Olscharge Treatment
a. Olt:Paris Treatment Description
Describe waste abatement prac•
tic's used On this discharge with
a brief narrative. (See inatruc•
clone)
Slate
DISCHARGE SERIAL NUMDER
hours
Noun
001
thousand gallons sae► lncadent
thousand gallows M► inc4vtt
timr p.r year
thousand gallons w discharge occurrence
❑JAN
APR
❑JUL
OOCT
Gays
❑ FED
D MAY
D AUG
D NOV
D MAR
DJVN
❑SEP
D DEC
von *stNCY us
•
•
The Jackson County WWTP is a 1.5 MGD design facility
consisting of the following unit processes, manually
cleaned bar screens, aerated grit removal, flow
equalization, activated sludge with secondary clarifi-
cation and chlorination and dechlorination facilities.
ThP chlorination and dechlorination facilities are
,r•irrrPntly rent utilized as per NPDES Discharge Permit.
Exccrc r1ur1gP iq aarn}tirally digested. thickened by
dissolved air floatation and dewatered with coil
vaccuum filters. The dry sludge is trucked to the
county landfill. The sludge is stabilized by Aerobic
digestion, and land applied to a permitted site.
11-3
b. Discharge Treatment Codes
Using the codes listed In Table 1
of the instruction Booklet.
describe the waste abatement
pro:•sset spoiled to this ois.
Charge in the Order in whiCn
they occur. if possible.
Separate all cedes with commit
emcee! where slashes are used
to designate peralt•I operations.
11 this discharge it from a municipal waste
treatment paint (not an overflow or
bypass). ComDtet• Items 12 end 13
12. Plant Design and Operation Manuals
Check *math or the 10llowing are
currently avallaDle
a. Engineering Design Report
b. ODaatton and Maintenance
Manual
13. Insist Design Data (see instructions)
s. Plant Design Flow (mod)
b. Plant Design BOO Removal (%)
c. Plant Design N Removal (%)
d. Plant Design P NI/MOW (%)
•. Plant Design SS Removal (%)
f. Plant Began Operation (year)
g. Kant Last Major Revision (year)
DISCHARGE SERIAL NUMBER
001
S11S
si:•
n11
110
BIBS
Slid
1118
s1x
SUB,
S, GA, J. AS. N.
PG, DD, TA, VV, XN
t§
1.5
85
N/A
N/A
85
1977
N A
ivied
.%
DISCHARGE SERIAL NUMBER
001
14. Description •f tefWsnt end CMIWRt (me Instructions)
/OR AGENCY USE
iI1IIli!
Influent
Effluent
Parameter and Code
214
tI
r
<
c —hZ
(1)
(1)
.
(2)
i.
i
X iiIi
<
(3)
II
_ �
Z <
(4)
•
605
1i. <
(S)
�"
I
Ile
(6)
1 /
in
(7)
.566
.432
.720
Continous
365
Rec
Flow
Mill on gallons per day
50050
PH
nits
00400
::><::::><::6.8
8.1
Daily
260
G
Temperature (writer)
'F
740?8
13.5
13.4
/J
10.0
:!. 9
15.9
Daily
100
G
Temperature (summer)
'F
740:'
18.1
20.9
18.3
22.8
Daily
160
G
Fecal Streptococci Bactena
Number/100 ml
74054
(Provide if available)
•
•
•
Fecal Col:form Bacteria
Number/100 ml
74055
(Provide if available)
Total Coliform Bactena
Number/100 ml
74036
(Provide if available)
4,
•
.
BOD Slay
mg/1
00310
50
• 6.6
3.0
14.0
Daily
260
C
Chemical Oxygen Demand (COD)
mg/1
00340
Provide if available)
OR
Total Orpnic Carbon (TOC)
mg/l
00630
(Provide if available)
(Either analyas ts acoepuble)
•
•
•
Atorune—Tout Residual
mei
50060
----
DISCHARGE SERIAL HUMMER
001
14. Description M totlwat sod tfnsat Lass Instructions) (Centinwd)
PON AUUNCY usE 1
Ill1'111
influent
Effluent
Parameter and Codc
c Ts
<>
(1)
1
<>
(2)
<
(3)
11
(4)
11
ii. <
(3)
`a
Z <
(6)
a
in
(7)
s
Total Solids
mg/1
00500
Total Dissolved Solids
mg/1
70300
Total Suspended Solids
mg/I
00530
125
15.8
8
29
Daily
260
C
Settkable Matter (Residue)
m11i
00545
0..1
0 : 1
0.1
Daily
60
Ammonia (as N)
mg/1
00610
(Provide if available)
2.1
1.55
.3
6, 9
Weekly
5 2
C
� 'dahl Nitrogen
00625
(Provide if available)
1.8
1.4
3.5
Quarterly
4
C
• Nitrate (as N)
Mil 00620
(Provide if svailabiel
3.5
1.82
5.8
Quarterly
4
C
Nitrite (as N)
mel
0%15
(Provide if available)
.
.06
.046
.09
Quarterly
4
C
Phosphorus Total (as P)
mg/I
00665
(Provide if available)
.9
0.9
1.8
Quarterly
4
C
Dwolved Oxygen (DO)
min
00300
A260
7.7
7.0
8.8
Daily
G
DISCHARGE SERIAL PRAISER
001
FOR AGENCY NU
iiuliili
111. ANltl•nal wattmeter CMsrset•rlitla
Cheek IN boa nest t0 each pararnetsr If it b wawa! In the effluent. Om INtrs olune)
Parameter
(215)
Parameter
(215)
• Parameter
(215)
Bromide
71870
Cobalt
01037
Thallium
01059
X
Titanium
01152
Chloride
00940
Chromium
01034
Cyanide
00720
X
Copper
01042
X
Tin
01102
Fluoride
00951
Iron
01045
I
Zinc
01092
Sulfide
00745
Lead
01051
X
Algicides'
74051
Aluminum
01105
Manganese
b
01055
Chlorinated organic compounds'
74052
Antimony.
01097
Mercury
71900
Oil and grease
00550
Arsenic
01002
Molybdenum
01062
Pesticides•
74053
Beryllium
01012
Nickel
01067
X
Phenols
32730 •
Barium
01007
•
Selenium
01147
Surfactants
38260
Boron
01022
Silver
01077
X
Radioactivity'
740.50•
Cadmium
01027
• Provide specific compound and/or element in Item 17, if known.
Pesticides (Insecticides, fungicides. and rodenticides) must be reported in ternu tithe acceptable coalition awneurrailkd in Acceptable Clem -
/non Nano end Oietisiaal Nesna for she lowedient Ssstesnent on Pesticide Lek 2nd Edition. Environmental Proration Agency. Wadikartoa,
D.0 20250. June 1972, as requirod by Subsection 162.7(b) of the Rejulatioas for the Enforcement of the Federal iaAcdelde. Fuadicide. and
-Rodentidde Act.
r►
DISCHARGE SERIAL NUMBER
001
18. Plant Centre's CMCk If the follow.
lin plant controls ere &vallaDls
for this dlsCharge
Alternate power source for major
pumping facility Including those
fo+ collection system lift stations
Alarm for power or sculpehent
failure
17. AdIItlemalInformation
FOR AGENCY USE
111111111
Item
Numb
Information
STANDARD FORM A -MUNICIPAL
FOR AGENCY USE
111111111
SECTION M. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION
TAN Section requires information on any uncompleted implementation schedule whkh has been imposed for construction of waste treatment
facilities. Requirement schedules may have been established by local. State,ar Federal agencies or by court action. IF YOU ARE SUBJECT TO
SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES. EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES (ITEM lb) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM IC). SUBMIT A
SEPARATE SECTION III FOR EACH ONE. .
1. fmpreesments Required
a. Dissliarge Serial Numbers
Affected List the thitherto
serial numbers. assigned in Sec.
ton II. that are COvered by this
Implementation schedule
b. Auterity Imposing Requirement
Check the appropriate Item Inds
Sating the authority for the In►
piementation schedule If the
identical Implementation $Clad•
use has been ordered by more
than one authority. Check the
appropriate items. (see in-
structions)
Locally developed plan
A►eawlde Plan
Basin Plan
Stale approved implementation
schedule
Federal approved water quality
standards Implementation plan
Federal enforcement procedure
or action
State court order
Federal court order
SOla
MI6
FOR AGENCY USE
o LOC
Q ARE
O SAS
C]sos
Qwas
Q ENF
O CRT
()FED
C. Improvement Description Specify the 3-character code for the
General Action Description in Table II that best describes the
improvements required by the Implementation schedule. If more
than one schedule applies to the facility because Of a staled Con.
St►uttion schedule. state the stage of Construction tieing described
Isere with the appropriate g.neral action Code. Submit a separate
Section III for each stage of construction planned. Also, list all
the 3-character (Specific Action) codes which describe tn•more
detail the pollution abatement practices that the Implementation
schedule requires.
3-character gererai action
description Sets
3-character specific action
descriptions 11111
Implementation seheeule and S. Actual Celwpietien Oates
Provide dates imposed by schedule and any actual dates of completion for Implementation steps
kited below. indicate dates as accurately as possible. (see Metructlons)
Implementation Steps 2. Schedule (Yr /Mo /Day)
a.
Preliminary plan complete
b. Finil plan complete
c. Financing complete & contract
Ws riled
• Site acquired U!1
.• I
is. begin construction Sate.
t. End construction 3E2t'
3. begin Discharge ►mid
h. Operational level attained Sift
/_/aminnIESIP
goommemo /..ma•amw±--.
/....._/
3. Actual Completion (Yr /Mo May)
ummimaal
- -- ,
STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a Oeecrit:moo of each major Industrial facility discharging to Ma municipal system. using a separate Section IV for oich facility Oestrrp
lion. Indicate the a digit Standard Industrial Classification (SIC) Code for fits Industry. the male, product or rew Matetal. the flow Ion tho•.•
sand gallons poi day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : sole
III for standard measures of produCtS Or raw materials. (see Instructions)
i• Maier Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Cods (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
• Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys.
tens In thousand gallons per day
and whether thiS discharge is intor.
mittens or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
4. Characteristics of Wastewater
(Ws instructions)
Mia
401 a
401b
401c
4010
401e
4011
402
403a
4031s
404a
404b
40S
Jackson Paper Manufacturing Company •
IOR AdgNCY Usr !
1111! t I II
Permit # 101
Sylva
Jackson County
North Carolina
28779
2649
Paper Recycle Mill
39400
thousand Moons per day
O Intermittent (int) C7 Continuous (con)
lb Yes
ONO
Mae
MM
Quantity
IJNK
Mr
Units (Sol
Table 111)
I
Parameter 1 BOD I COD
Name
TSS
00-S.Matter-
TEMP.
pH
TNumberumberer
' 00310
. 00340
00530
00550
00545
74027
00400
Value
178
1388
397
1
22.6
0.1 '
9.3
8.15/8.6.
Iv.'
This section contains 1 page.-
BLOWER
1 @ 40 HP
BAR
INELUENT SCREEN
PUMPS
6 @ 9.4 HP ea.
TUCKASEIGEE RIVER
SLUDGE TO
LANDFILL
GRIT CHAMBER
AERATED
CHLORINE CONTACT
CHAMBER
2 @ 0.033 MG TOTAL
•
EQUALIZATION
BASIN
0.345 MG
CLARIFIERS AERATION BASIN
2 @ 0.0754 MG 2 @ 0.234 MG
INTERMEDIATE
PUMP STATION
2 @ �40 HP ea.
DISSOLVED AIR FLOTATION
2 @ 100 sq. ft. ea.
COIL VACUUM FILTER
2 @ 60 sq. ft. ea.
RETURN SLUDGE
RETURN SLUDGE PUMP
2 @ 15 HP ea.
SLUDGE AER�BI D
PUMPS 1 @ 0.285 MG
AIR •
.I. WASTE
I�J
SLUDGE
i 1
BLOWER
2 @ 150 BP ea.
BLOWER
2 @ 50 .HP ea.
SCHEMATIC ILLUSTRATION
OF
JACKSON COUNTY WASTEWATER
TREATMENT PLANT
DESIGN FLOW 1.5 MGD
I6
•.••.• t
10
vierville
13 `
Pigeon Forge
' Gatlinburg
5.
o0
CGn ors 6643
A I
;R5p•1
,fir"•
Lake; ''g
hAlmon
e\`►: Irdtown
. •� Cry sonY �J
Pittman
Center
11
Parrottsvill
Cosby
:Waterville
Mt. Guyot
Argo
06621
13 e . MtlConte
.0,6593 0, MI. Hardison
N AT. 614 4
Nowlsund
: '� x gtiiatRoQ�
ap 50s
CHEROKEEk;� •
• 1NO N �:.
12
Smokemont
N
uTKERN
Lauada
esser?
tv
•: ps
' 1 NATIONAL
% +
Kyle
w oh Sold 4
AQuone
o * Franklin
5.4S‘
13
A C
Raibow Springs
.�..� Otto
'g Ii'CJIROOI A 2
C PGEORGIA • Dillard
I�
FOR.
oke•lU
jr//.,••
'ri_r' 2 2
�wevr 2 yi
•Gay (gI 1
Yests Milk J A ckasgg
lotla 441 `„ --•
FOREST •/ c',
om
CY !ullasaja •TLcL
a
j. Gneiss
11 Cashiers
Bridal Veil 10 High •
lls eJHampton
Highlands 6
ills
Syiva
LOCATION
ebsrter •
w.c.u.
ullowhee •
East Laport
S
Glenville
6
GA
6C�old Mtn.
Sunburst
8
NAT./
Leicester
3 eN*57I
ruso
12
Whi ter ock
PtiSGA�~l
MADISON
nut
b
Aleica
N
Woo
Fares
IA
Rocky Bottom
• 9
1
Mars Hill
7
it
up ter
W.
0
If
S •e.
towel
nder
enrose
•
Holmes St.
LI tle River
RV
,�
Caesars Hea
6
1?
veland
016caMarie
•,� 10
Pumpktntow