NC0075116_Regional Office Historical File Pre 2018 (2)

SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Susan Robson
Date: March 24, 1997
NPDES STAFF REPORT AND RECOMMENDATION
Gaston County
Permit No. NC0075116
PART I - GENERAL INFORMATION
1 . Facility and Address : Mr. Wayne Fortner
Sante Mobile Home Park
3510 Kings Mountain Highway
Gastonia, N.C. 28052
2 . Date of Investigation: March 18, 1997
3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer I
4 . Persons Contacted and Telephone Number: Mr. C. Wayne Fortner,
Owner; tel# [phone]
Directions to Site: From downtown Gastonia travel west on
Highway 29-74 . Approximately 0 .4 mile beyond S.R. 1135 the
trailer park will be on the right (north) side of Highway 29-
74 .
6 . Discharge Point(s) . List for all discharge points :
Latitude: 35°15' 28" Longitude: 81°14' 52"
Attach a U.S.G.S. map extract and indicate treatment facility
site and discharge point on map.
U.S.G.S. Quad No. : F 14 SW U.S.G.S. Name: Gastonia North
7 . Site size and expansion are consistent with application?
Yes No If No, explain: N/A
8 . Topography (relationship to flood plain included) : Slopes
range from 3 to 7% . The septic tank is not in the flood
plain, but the sand filter appears to be in the flood plain.
9 . Location of nearest dwelling: The nearest dwelling is
approximately 150 feet from the plant.

r10. Receiving stream or affected surface waters : Unnamed
tributary to Crowders Creek.
a. Classification: C
b. River Basin and Subbasin No. : Catawba; 03-08-37
c. Describe receiving stream features and pertinent
downstream uses : The receiving stream was approximately
8 feet wide and 2 to 3 inches deep at the time of
investigation. No other dischargers and/or intakes known
within a couple of miles of this discharge; there are
numerous discharges to Crowders Creek.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0. 001 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? 0 .001 MGD
c. Actual treatment capacity of the current facility
(current design capacity) ? 0. 001 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years : N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities : The
existing wastewater facility consists of a septic tank,
dosing tank and a subsurface sand filter.
Please provide a description of proposed wastewater treatment
facilities : N/A
g. Possible toxic impacts to surface waters : N/A
h. Pretreatment Program (POTWs only) : N/A
2 . Residuals handling and utilization/disposal scheme:
Sludge is removed by Leonard McSwain, a licensed septage
hauler.
3. Treatment plant classification (attach completed rating
sheet) : Class I
4 . SIC Code(s) : 6515
Wastewater Code(s) of actual wastewater, not particular
facilities, i .e. , non-contact cooling water discharge from a
metal plating company would be 14, not 56 .

Primary: 08 Secondary:
Main Treatment Unit Code: 45007
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only) ?
N/A
2 . Special monitoring or limitations (including toxicity)
requests : N/A
3 . Important SOC, JOC or Compliance Schedule dates : (please
indicate) See part IV below.
4 . Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available. Please provide
regional perspective for each option evaluated.
Connection to Regional Sewer System: The mobile home park is
suppose to connect to Gastonia' s sewer system by June 1997 .
Spray Irrigation: N/A
Subsurface: N/A
5. Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality, or groundwater: No AQ concerns . However, GW may be
impacted since the existing sand filter is not discharging to
the surface of the ground or to surface waters .
PART IV - EVALUATION AND RECOMMENDATIONS
The wastewater treatment plant at Sante Mobile Home Park
consists of a septic tank, dosing tank, and subsurface sand filter.
Mr. Fortner (Owner of Sante Mobile Home Park) was assessed a
penalty by the EMC ( for failure to report) in the amount of
$4,000 . 00 on February 13, 1997 . A water Quality case for operating
the WWTP without disinfection and without having an ORC to operate
the plant is still pending. Also, it should be noted that Sante
Mobile Home Park was suppose to connect its wastewater to the City
of Gastonia's sewer system in February 1997 .
This permit may not need to be issued because the Mobile Home
Park should be connected to Gastonia's sewer system prior to the
expiration date of the existing permit (August 31, 1997) .
If a permit is issued, then this Office recommends the
following:
1- The civil penalty in the amount of $4,000. 00 be paid

f
tate of North Carolina
Department of Environment,
Health and Natural Resources AT;I:-YirirrA
Division of Water Quality ��
(1/
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N Fl
A. Preston Howard, Jr., P.E., Director
N.C. IM'?T. OF
ENV4R(1''!: ..� F?EAL'PH,
February 26, 1997 & NATURAL F.rSOUi:CES
MAR 3 1997
Mr. Wayne Fortner
Sante Mobile Home Park DIVISION OF ENVr.C:7 TAt ''T'+T LENT
2637 Goble Street ifOr. ESYLE itf,;; qA[ !ir„CE
Gastonia, North Carolina 28056
Subject: NPDES Permit Application
NPDES Permit NC0075116
Sante Mobile Home Park WWTP
Gaston County
Dear Mr. Fortner:
This is to acknowledge receipt of the following documents on February 14, 1997:
• NPDES Permit Application Form
• Request for permit renewal
• Application Processing Fee of$400.00
You will be advised of any comments,recommendations,questions, or other information
necessary for the application review.
By copy of this letter, we are requesting that our Regional Office Supervisor prepare a staff report
and recommendations regarding this discharge. If you have questions regarding this matter, please
contact Susan Robson at [phone], ext. 551.
Sincerely,
David A. Goodrich, Supervisor
NPDES Permits Group
cc: Mooresville R 'fl a hyp
Permits and Engineering Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10% post-consumer paper

RTH CAROLLNA DEPARTMENT OF ENVIRONMENT,HEALTH,AND NATURAL RESOURCES
URCES
O ����
DIVISIONATIONAL RPOLLITTANTDISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE-SHORT FORM D
. -y00 , 40
TO BE FILED ONLY BY DISCHARGES OF 100% DOMESTIC WASTE (< I MGD FLOW).
North Carolina NPDES Permit No. I N I C I 0 [0 VHS, / I / t 0
(if known) Please print or type
1. Mailing address of applicant:
Facility Name c 4 iv- M H
Owner Name L 4 y n)e- r-to rsrW e%r-
Street Address 2- (q 3 rl A is e- _ .
City 6n1 {T3rii4
State /1-).
ZIP Code a ?v S ? :
Telephone No. (r7D ) w6/ d //�
N) - -
2. Location of facility producing discharge:
Name (If different from above)
Facility Contact Person (./J i9 y,)I /=orTlve.•-
Street Address or State Road k;,-) 's f) 7N /-Ew,j
City fro win,
County G-79 S-7-br
Telephone No. (lf o't) g &l '7i�
3. This NPDES Permit Application applies to which of the following:
Expansion/Modification * Existing Unpermitted Discharge_
Renewal iG._ New Facility
* Please provide a description of the expansion/modification:
4. Please provide a description of the existing treatment facilities,:
S i.k.t7 Sk.r Ge- ,fig-PS F: l Mk'
Version 1/95
Page 1 of 2

.P ..\
5. Please indicate the source of wastewater from the description of facilities listed (check where
applicable):
Type of Facility Generating Wastewater .1‘
Industrial Number of Employees
Commercial Number of Employees
Residential Number of Homes
School Number of Students/Staff
Other
• Please describe source of wastewater(example: subdivision, mobile home park,etc.):
0 b;/e 41-0
6. Number of separate wastewater discharge pipes/wastewater outfalls (if applicable):
7. If separate discharge pipes, describe the source(s) of wastewater for each pipe:
ri4
8. Name of receiving water or waters: (Please provide a map showing the exact location of discharge)
C►^cr,.14c
I certify that I am familiar with the information contained in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
`i , 'ive For`-r'Ne
Pnnted Name of Person Signing
O W r‘.1
Title
Date Application Signed
1 46
Signature of Applic nt
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes any
false statement representation, or certification in any application, record, report, plan, or other
document files or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained
under Article 21 or regulations of the Environmental Management Commission implementing that
Article, shall be guilty of a misdemeanor punishable by a fine not to exceed$10,000,or by imprisonment
not to exceed six months,or by both. (18 U.S.C.Section 1001 provides a punishment by a fine of not more
than S10,000 or imprisonment not more than 5 years,or both for a similar offense.)
Page 2 of 2 Version 1/95

J
(1 State of North Carolina
q Department of Environment,
Health and Natural Resources •, / • w
Division of Water Quality ,4, r
,...........
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N
A. Preston Howard, Jr., P.E., Director
y. ,;-January 31 1997‘*
Mr.Wayne Fortner :3"
619tSante Mobile Home Park
2637 Goble Street ,, ;, .i;st ;,4tGastonia,North Carolina 28056titt� rl �`
,ice /P9
Subject: Permit AC0075116
Request for Authorization to Construct
Gaston County
Dear Mr. Fortner:
On December 29, 1995, the Division of Water Quality received a request for an
authorization to construct for to allow expansion of the subject facility,in addition to a request for a
permit modification. After a review of the information and after a field review, the Division
decided to deny the permit modification. Because the additional flow was denied, the Division is
returning this authorization to construct request. Enclosed, please find the plans that were
submitted previously.
If you have any questions,please contact Susan Robson at [phone],ext. 551.
Re ectfully,
. Preston Howar fl4C
cc: Central Files
!Mooresville Regional Office, , . tifkif
Permits and Engineering Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

To: Permits and Engineering Unit
Water Quality Section
ATTN: Greg Nizich
Date: January 31, 1996
AUTHORIZATION TO CONSTRUCT
NPDES PERMIT
•
REPORT AND RECOMMENDATIONS
County: Gaston
Permit No. AC0075116
PART I - GENERAL INFORMATION
•
1. Facility and Address : Sante Mobile Home Park
2637 Goble Street
Gastonia, North Carolina 28056
2 . Date of On-Site Investigation (if conducted) : N/A
3 . Report Prepared By: Samar Bou-Ghazale, Env. Engineer I
4 . Persons Contacted and Telephone Number: Mr. Dennis Fox;
Tel# (704) 864-4766
5 . Verified Discharge Point(s) , List for All Discharge Points:
Latitude: 35°15' 28" Longitude: 81°14' 52"
Attach a USGS map extract and indicate treatment facility
site and discharge point on map. Ensure discharge point(s)
corresponds to NPDES permitted discharge point(s) .
USGS Quad No. : F 14 SW U.S .G.S. Name: Gastonia North
6 . Size (land available for expansion and upgrading) : Limited
area is available for expansion and upgrading. The existing
sand filter is located in the 100 year flood plain. The
proposed sand filter is being proposed to be constructed in
the 100 year flood plain due to limited space.
7 . Topography (relationship to flood plain included) : Flat to
steep slopes; The septic tank is not located in the flood
plain. However, the sand filter will be located in the 100
year flood plain.
8 . Location of Nearest Dwelling: The nearest dwelling is
approximately 150 feet from the plant.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Existing Treatment Facility: The existing treatment

facility consist of a 2, 363 gallon septic tank, a dosing
tank, and a subsurface sand filter system.
2 . Type of Proposed Treatment Facility: The proposed treatment
facility will consist of a 5,000 gallon septic tank, a
surface sand filter, and a chlorine contact chamber.
* 3. Sludge Handling and Disposal Scheme: N/A
4 . Treatment Plant Classification (attached completed rating
sheet) : N/A
5. SIC Code(s) : 6515
Wastewater Code(s) : 08
Main Treatment Unit Code: 0045 7
PART III - EVALUATION AND RECOMMENDATIONS
Fox Engineering, on behalf of Sante Mobile Home Park, is
applying for an Authorization to Construct for the construction
of upgraded WWT facilities . The proposed sand filter is to be
constructed in the 100 year flood plain. Due to limited space
available for construction and the need for the existing facility
in order to comply with the permit limits, this Office has no
objection to the location of the sand filter. However,
precaution should be taken to prevent/limit flooding of the sand
filter due to high water. The existing permit limits the
facility to 1000 gpd, but the proposed discharge is 5000 gpd.
The permittee, his Attorney and his Engineer were all notified by
the MRO by letter dated January 30, 1996 of the need to amend the
permit to increase the flow to 5000 gpd.
Pending review and approval by the P & E, it is recommended
that the authorization to construct be issued; However, flow
through the system must be limited to 1000 gpd until the NPDES
permit is amended.
Signs ure o Re ort Preparer
,,/
Water Quality (gional Supervisor
/k/, &
Date

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ATING SCALE FOR CLASSIFICATION OF WATER POLLUTION � .rTiOL
Name of Facility: 529A/re A4 &L E /WI(
Owner or Contact Person: C. \WA/NE FdRTA/t_
Mailing Address: 3 Sl a M oUa T AI Ai uWiy 645725'1// /v G Z v 5
County: 6,4s Ta.,) Telephone:/(O9 46/- RP:I-- ✓
Present Classification: New Facility Existing Facility
NPDES Per. No. NCO°t1_S 1 I Nondisc. Per. No.WQ Healtn.Dept.Per No.
Rated by: 59'Y/ ?du-617/4 g L C Telephone:C 66 /(99 Date: // a/9G
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: C wAyn/'F F),e% — Grade: nin4/L Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) Q II Ill IV Total Points: d?
PROCESSES AND RELATED CONTAOL EOiJPMI3�IT WHICH ARE AN NTEGRAL PART OF NDl1S1RIAL PROOUCTION SH/UI NOT t9E
�PLAPIT ONLY OF SEPTIC TAW
cCNSIDERED WASTE TREATMENT FOR THE PURPOSE OF CLASSIFiCATICN.ALSO SEPTIC TANK SYSTEMS CMS1ST NG
AND GRAVITY NfTRIF1CAT10N L V ES ARE EXEMPT FROM CLASSIFICATION
SLESURFACE CLASSROOM SPRAY IRFICIATION QASSIF1CATiON
(check all units that apply) (check all units that apply)
1, ,septic tanks
1, preliminary treatment (definition no. 32 )
2. pump tanks 2- moons
3. siphon or pump-dosing systems 3. septic tanks
4, sand filters 4 tip tanks
5. pease trap/interceptor 5. pumps
6 oUUwater separators 6 sand fitters
7 gravity subsurface treatment and disposal: 7`_9rease traphnterceptor
8. pressure subsurface treatment and disposal: S. oil/water separators
S ,disinfection
10, chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shell
be rated using the point rating system and will require an operator with en appropriate dual certification.
LAND APPIJCATiON/RESIDUALS CLASSIFICATION(Apples only to permit holder)
1- Land application d biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACIU1 Y CLASSIFICATION
The following systems shaft be assigned a Class I classification,unless the flow is of a significard quantity or the technology is unusually
complex,to require consideration by the Commission on a case-by-case basis: (Check r Appropriate)
t. ONwader Separator Systems consisting only of physical separation,pumps and deposal:
Septic Tank/Sand Fiiter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct dndmarye' disinfection, necessary chemical! treatment for
3. Lagoon Systems consisting only of preliminary treatment,iegoons,pumps,
algae or nutrient control, and direct discharge:
4- - bop Recycle Systems; ion, disinfection5- (;routdwater Remediatton Systems consisting only of olMrater separators, pumps, air-stripping, carbon adsorpt
and disposal;
6 Aquaculture operations with discharge to surface wlers;
7_ —Water Plant sludge handling and back-wash water treatment;
11._Seafood processing consisting d screening and disposal.
e. Singledamly discharging systems,with the exception of Aerobic Treatment Units,wilt be classif►ed /permitted after July 1.
1993 or t upon inspection by the Division.It Y.found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in wilting.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
• REM POINTS
(1) Mduwrtal Prwrsatmsrt Units or Industrial Pretreatment Program(ace definition No.33) 4
(2) DESIGN FLOW OF PLANT IN gpd(not applicable to non-aomarnnatsd cooing waters.sludge handling facilities for
stater purification plants,totally dosed cycle systsma(w definition No. 11).and facilities consisting only of item
(4Xd) or kerns (4)(d) and (11)(d))
0 - 20.000 _._-_......._ _._.»...........»...«..................
20.001 • 60.000
50.001 - 100.000 . ....».......».. ..... .. _...._._».._ 3
100.001 - 250.000 _ .4
250.001 - 500.000. »....»......»......»..»...»» ....»....»._.. ».»... __._ ..».» 5
500.001 • 1,000 000 »..._...»»_...... . _..» »»... ..«..._..._«._._.»...............a
1.000.001 • 2.000.000 .»....» 10
• 2.030.001 (and up) rate 1 pout additional for each 200.000 gpd capacity up to a maximum of .._._.__.._30
Design Flow (gpd)
(3) PRELIM NARY UN TSIPROCESSES(w definition No.32) ».»...._._.» 1
(a) Bar Screens «..._....».«....»_.«.._...«_.«.
or
(b) Mechanical Screens. Static Screens or Comminuting Devloes......_._._._.._._._._.». «._.«._._._...........2
- (c) Grt Removal....._..__. .«......._...»............._.._»......................1
or 2
(d) Mechanical or Aerated Oct Removal »- - t
(a) Flow Measuring Dwrb___»«.» _..»._ ._._. »_.«.»..............»»«...»._
or
(I) Instrumented Row,Ma asuremsnt._....... _.».._............»...».». . _.. .»......._. .. 2
«...»....«»_..__»..«..........«...»»........»..«.._..»..».»..»..
2
2
(h) Praaaration Muers Flew Equalizatbn.....»...».......»._»._..».».....................».»...»»..»»....»....
(I) Grass. or Ott Separators •Mechanical Gravity.»..»»__.._..._.»«...._.._..._»» _ _..._......._..._..._..._..»...._........2
• «_»»__. »»._» - —»»»...»..»..»..»..._..........._.».. 2
Dissolved Air Flotation..........».»... .._.»»_. ..».«......._»_......».».. »..............S
(1) Prochbrinatbn «_«._.«_._._..._« ._..._.___»__.»_.__ .
(4) PFt*AAFNTREATMBdrLMTSOPRDCESSES
(a) Septic Tank (see def Wtlon No. 43)..._»......»«_.»..».- -«-------
(b) Imhoff Tank _..__.«..»...._«.....»_.. _»__«»» . . »..»»_».»«..»»» S
(c) Primary Ciartisra......»..............»....».....
(d) Sealing Ponds or Settang Tanb for frnorgaric Non toxic Matartals e
hardun0 facilities tot waist
parr Branton plants,sand,grayst,stone,and other minim aparatiors except raasa tonal activities such as gem
or gold mining) 2
(a) CarOonaoeous Stags ......20
(I) Aeration-High Purity Oxygen System..-----.-------
Defused Air System. »».»»..» .....»»_._____._» «.».......» 150
Mechanical Air System plied. floating or rotor)_.» _.•_.•__- - •»_--- 11
Separate Sludge RaseratIon..»...._«. _.».____._ _. ._.«___....»»_.. »
(II) Trickling Rtar _J
Nigh Rate _.»»_..._ _»_ ...
Standard Rau..»»«...-._-.._.._----._.-._..-....._..._.._..»__-.--_.._-»_»....»..._......5
PackedTower .»_... _.«._»»..........»__ ..»»_.»...«....»- .» «...._ S
(IN) Biological Aerated Flaw or Aerated Biological Filter __ _M__:M_:_-.10
(Iv) Aerated Lagoons . ......»«. _»...._.. ..».»..« .__........«.»_..» ».10
on
0
(v) Sa Fg Biological Cttent boo_ l. ..».»_..»___.» .._.».__.«»«. '
(vl) Sand Fillers -Intemdttert blologleaL.�. ......» ..».......«
Reckcutating blofogical.
(vat) Stabilization Lagoons _»
(viI) Garelv..»..._..»_...... »_.._».___.»___..._.««..__. .«._..»....««...»._.A
(Ix) Single stage system for osr bhsd carbonaceous removal of BOO and nitrogenous removal by
narlfrcation (sea d tinklon No. 12)(Points for this tom have to be N addition to items
(S)(a)(I) through (5)(a)(0i).
ulRzing the extended aeration process(see dslI nllon No.3a) ------.------2
utilizing other than the extended aeration process.. - a
(a) Nutrbrt additions to enhance SOD removal.....___--.-__________ _«-w_.-.S
(xl) Biological Culture (Super Bugs')addition._.----».______--_-.._ --
(b) noue Stage
(II) Aeration - High Purity Oxygen System- • «.20
0
Defused Air System..»__»_.._____ ___... »S
Mechanical Air System (fixed. floating or rotor)_•• - .»3
Separate Skidg.Rsaeratbn.__..._..._.»_._..» »_.._____.»_...»»»...7
. (II) Trickling Mar-High Rate. »_,-
Standard Rate.._. _•--�-� '-' —SA
Padud Tower..» _
(Iv) 3
Biological Aerated F1ter or Formed Biological Filer._
Rotating Biological Corttaaors...-..__.«---_.«___ -�-__.« .._____.10
(v) Sand Filer-intermittent biological.____ _ -- _"2
Recirculating biological «"---3
(S) TERTIARY OR�ANCEDTRENT/JEWUNITSIPFCC r
(a) Aalvwd Carbon Beds- �- a
without carbon rsgsneration._._..�- ______----1 6
with carbon rapsneratbn.-.-.- -__
(b) Powdered or Granular Activat.d Carbon Feed-n. s
*theta carbon rsgeneratlo .-_ —
(a) Alt�ro»with carbon rspenerador►+_--__--_`Y �_� -_ ._..�...-
-—.—. 1 10
() Foam :tango ion- --11
ion En . ------ -
(h) Land Appacatbn a Treated Effluent (aria definition No.22b) (rot applicable for sand,gTst Mont
and other similar mining operations) by high rale Hetratlon__.«--- ---•-_--_-•------ M�
(�) Phosphorous Removal by Biological Processes(Sea definition No.28)...___-..._.._-.»___..-_____20
) Polishing Ponds - without aeration_..._. __»._ __._« �-�'-^ ___ -„-_«__2
waft aeration»»_._._.

pprr (1) Post Aeration - cascade
defused or mechanical 2
(ern) P 1z';; Ooirrosis
(n) Sand or Mixed-Media Fitters - low rate....._...._........._...._...»...._...._...»...._..._...._...._..._....- 2
high rate 5
(a) Treatment processes for removal of metal or cyanide 15
(P) treatment processes for removal of toxic materials other than metal or cyanide 15
(7) SLUDGE TREATMENT
(a) Sludge Digestion Tank - Heated (anaerobic)......».».__ _ _.__.».__ ._....-._...._»....._........_ 10
Aerobic .5
Unheated (anaerobic) .3
(b) Sludge Stabilization(chemise or thermal)
(e) Sludge Drying Beds•Gravity.........._..............._... ...-.......»_.......-............ 2
Vacuum Assisted •"-' _ 5
(d) Sludge Ekrtrfation .. .5
.5
(s) Sludge Conditioner (chemical or thermal)........_.._...._.....»..._........»........_�
(I) Sludge Thickener (gravity) '•• 5
(g) Dissolved Air Flotation Unit (not applicable to a unit rated as (3)(i)j 5
(h) Sludge Gas Utilization (including gas storage) »• -- _ 2
(I) Sludge Holding Tank - Aerated ---- .5
Noreasrated 2
• (1) Sludge incinerator(not Including activated carbon regeneration) 10
• (k) Vacuum Filter. Centrifuge,or Filter Press or other similar dewataring devices —10
(S) . RESIDUALS IJTILQATIOWDISPOSAL inducing inetrrated ash) _ 2
(a) lagoons »-
(b) Land Application (surface and subsurface) (see definition 22a) permit
by contracting to a land application operator or landfill operator who holds the land application lion n pe ^
or lands pemit --- (D
(e) Dedicated Landul(burial) by the permtt.e of the wastewater treatment facility_.-.._._-_..—_.._.-..-._....._.///5���111
(SI (a)� Chlorination..._....._.»»....._.» ....... .»»..»._»_._.._.......__.....».........._......._..._.......»._ ..........
(b) D.chbrfnation _..._._.........»....__»...»»....»............. _.._
(c) Ozone..._........._...... ._...__._.»._._.»_.....__......._._»_...» .-»___»»_.»......._ .
(d) Radiation .....». _.»».......»»....._5
(10) CHEMICAL ADDITION SYSTEM(S)(see definition No.i)(not applicable to chemical addebre rated as Item(3)(1).
(61(a)(xl). (Bra). (6Xb). (7)(b). (7)(e1. (9a). (9)(b) or (9)(c) 6 poims each:
Use ...............__.. ._ ............. ...... ._....__... ........5
.5
..............
(11) MSCEL L ANEOUS UNITSrPROCESSES
(a) Holing Ponds.Holding Tanks or Settling Ponds for Organic or Toxic Maternal inducing wastes from mining
operations containing nitrogen or phosphorus compounds in amounts algnMkartly greater than is common
fordomestic wastewater......................». ........».......................-.......».. .....»......_...................» A
(b) Effluent Flow Equalization(not applicable to storage basins which are inherent ti held appilcation.yst.ms)..»2
(4) Stage Discharge (not applicable to storage basins Inherent In land application systems)__ -•--.-5
(d) Pumps. ...._...»Sn+PWY .. »._. .»._..._»�...»._.»....»»..»»._.._...»
eStand-ByPower ......�_.._�.__»�_. »._» ......»_.»__..»...._....»..........3
(I) Thermal PoWabn Control Device ............... .»._» .. »... .3
'TOTAL POINTS. .......»_._ _ ..»...... ».• r-�
CLASSFICATION
Cis iI ..._..........._•,----.-...,._.„_.._ ---...—.........-...._»....»._M_.. .fi-25 Points
II. M2i-60 Points
OweI............ ........._.».._....._...._.....»...» ....51-a5 Points
Ciei W........._._......»•.......»_....».__.... ..»»_»._•».._..._�....»_........__..S&L Paints
Facilities having a rating of one through bur points.Inclusive.do rat require a conned operator.
Facilities having an activated sludge process all be wed a mininami dassific elon of Cites It.
Facilities having treatment processes for the removal of metal at cyanide will be assigned a minlrm,m classification of Class IL
Facilities having treatment processes for the biological removal of phosphorus MI be assigned a minimum dwalitation of Clss III.
The folicrwing definition she; apply throughout this Subdtapter. •
(1)Activated Carbon Beds. A physicalthemiceJ method for reducing soluble organic material from wastewater.Mart;The column-type beds used M this
method we have a flow rase varying from two to sigh gatbrs per minute per square foot and may be either upf ow or dowrflow carbon beds. Carbon may
•
may not be regenerated on the wastewaa.r treatment plant site;
(2)Aerated Lagoon.. A bash N which at solids ate maintained In suspension and by which biological oxidation or organic manor is reduced through artificially
amelerated transfer of oxygen on a flaw-through basis;
p)Aeration. A process of bringing about Intimate contact between at or high purity oxygen In a squid by spraying. agitation or dtusionX3a) Extended
Aeration. An aerivated sludge process utilizing a minimum hydraulic detention time of IS hours
(4)Agriouturasy managed sea. My site on which a crop Is produced.managed.and harvested(Crop Includes vanes.grains.liens.etc.);
(5)Air Stripping. A process by which the ammonium ion Is first convened to dissolved ammonia(pH adjustment)with the ammonia than released to the
atmosphere by physical means;or other similar processes which remove petroleum products such as Doreen.toluene,and xylem;
p)Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed irptrths;
(7)Carbonaceous Stage. A stage of wastewater treatment designed b acNtr.'secondary effluent MIKE
(0)Centrifuge. A mechanical twits In which certrffugat brat le used b separate solids from squids or at separate Squids of(ifferert dense—di
p)Cho mlcal Acdtbn Systems-The addxlon of chemicals)b wastewater at an application point for purposes at improving solids removal.pH adjustment.
Utalllity corerol,etc;the capability to experiment with deters tt chemicals and titterers application points to achieve a ap.clflc result errs be considered one
to add a chembwl at a deferent application points for deferent
system;the capability to add demka!(a)to dual writs aril be rated as our system;capability
purposes wit mut In the systems being rated as separate systems;
( ) Sludge Conditioning. The addition of a chemical compound such as Imo.fenk chloride,or a polymer to wet sludge to coalesce the mass prior to
Its appttcatlon to a dewat.r(ng device;
(11) Closed Cycle System. Use of holding ponds or holdng tanks for containment t of wastewater containing inorganic,non-toxic material from sand gravel.
oruthed stone or other similar operations.Such systems shaP carry a maximum of two points regardless d pumping faclftles or any other appurtenances:
(12)Combined Removal of Carbonaceous BOO and Nitrogenous Removal by Narfficatbn-A single stage system required to achieve permit eflu.nl Gmts on SOD
and ammonia nitrogen within the same biological reaeaa;
(13)Dechiorination The partial or complete reduction of residual chlorine in a liquid by any chemical or physical process;
(14) DentrJicatbn Process. The conversion of nitrate-nitrogen to nitrogen gas;

(15)Ehctrodaysis• Process for removing ionized salts horn eater tt•rouph the used Ion-stioct`ee Ion-exchange membranes;
(141)FMt.r.Dr+im. A process operated machartway for p:rlaty dorsal-Irk;aikrd..
(17) Foam Separation. The pfarred frothing of wast.wraer or wastewater enfu.rw as a means of removing excessive amounts of det.rg.rt materials through
tin Ntroduabn of air In the fdrrn of tine bubbles;also sued foam fractionation;
(15)Grit Removal. The process of removes;grt and other heavy mineral miner tram wastewater;
(19) Mott Tart. A deep two story wastewater tank consisting d an upper sedimentation chamber and a lower sludge dgeatbn chamber.
(20) Irsfnxr+ent•d Flow Measurement. A device which kdicars and records raw of flow;
(21)ion Exchange. A chemical process In wench Ions from two Merlin rroi.wlss are.zdtarpad:
(22( Sludgand e DisposaL A ihaf sludge disposal foe))Sl method by which root sludge nray be applied to land either by spraying on the surface or by subsutace injection
(la chisel plow);(not applicable for types of sludge described N(11)of this Rule):
p)Treated Effluent. The process of spraying treated wastewater onto a and area or other methods d application of wastewater ono a land area as a
shears d final deposal or treatment; t� gravity
(23)hdicroscreen. A low speed, contlrsiously back-gashed. rotating drum tier underconditions as a polishing method for removing
suspended toads from salvors; nitrogen (usually )
(24)Mtrelcation Process. The biochemical conversion of unozidiz.d nitrogen(ammonia and organic nitrogen)to*tidied Nit nnrtrau ; •
(25)tmrogerovo Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal. Biological. The removal of phosphorus from wastewater by an ozidanozic process designed to smarts. luxury uptake of phosphorus
(2the of finelysuspended solids;
7) Polishing Pond. A hotting pond foaowing secondary treatment with sufficient detention the to slow settling
(29) Poat Aeration Aeration following conversional secondary treatment units to Increase .ftlu.nt 0.0.or for any other purpose.(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen added to the oak, by a nonun.chanical.gravitymeant of flowing down a
aeries of taps or weirs; The flow occurring across the steps or weirs moves in a laity thin layer and the operation of the cascade requires no operator
(30) rthwde thus,zero utar A are Activated
assigned even d. A though this Is anal essentialn �b meeting the limits of the discharge permit;
that biological activity and organic absorpcbn by using pondered or
(30) Powdered to GranuW Acthrated Carbon Feed. A biophysical
granular activated carbon; Virgin or teg.rerat.d carbon is feed cornroted into the system;
(31) Preaaratlon A tank constructed to provide aeruion prior to primary treatment;
(32)Preliminary Units. Unt operation in the treatment process,such as screening and comminution,that prepare the iquor for subsequent mayor operatiors;
(33) Industrial Pretreatrren(, out to sewers and
(a) Pre-treatment Uric. irdustrlaL The condlionig of a waste at as source before discharge,to remove or to neutralize substances Injurious
Wean:art processes or to ailed a penis!reduction In load on the treatment process which is operated by the sane governing body as the wastewater
treatment plant being rated: to receive points on the raring sheet;
b)Pre-treatment Program.IrdustrW-must be a State or EPA required program h a treatment s or rthating
purpose of removing sarCeable and suspended
(34) Primary Clarifiers. The first setting tanks through which wastewater k paella
solids and BOO which Is associated with the solids;
(35) Pumps. Act Influent.effluent and kaplant pumps;
(36) R verse Osmosis..
A v s se tGproce process utilizing contaminated
ultravioletIs rtzad thorough a cabins fanYng nearly pure liquid tree from
(37)Revers.Osrtoss. A tretititent process in
suspended solids; In which twaatevrater flows through tanks In welch a aeries of penalty submerged eirauW
(35) Rotating Biological Contractors. A flied biological growthprocess
Wtac.s are rotated;
(39) Sand Filters: septic or some other treatment process h which further bIodecomposltbn e
(a) Intermittent BiologicaL Ffuratbn d effluent following sept tanns. lagoons•
expected to produce desired effluents;Hydraulic loading rats on these liters are computed In gpdrac and have a resulting low isomer (less than one);
b) Recirculating biological-the same type of sand filter as defined In Subparagraph(311)(a)of the Rule with the added capability to recycle effluent back
through the sand filter, a further reduction of suspended solids;
Sand or Mlzed•hled& Fitters. A polishing process by which sitars limits are achieved through
(a)low rate —gravity.hydaulicatty loaded tiller with loading rates In the one to three marred range;
hydraulicallyloaded filter with loading rates in the fie�rNd range;Al any rate.the loading rate will exceed three gprWd;
Eu)high try—a pressure.is. Anitsludgesassociated with the
(41)Secondary Clarifiers. Atonic which Solicits the bfobpcsi unit d treatment pant and which has the purpose of removing
biological treatment units; it
(42) Separate Sludge Reaeratbnt. A part of the contact stabilization process when the activated sludge Is trarsferred to a tank and aerated before returning
to the contact basin;
(43)Septic Tank. A single-story setting tank In which seated sludge le In contact with the wastewater flowing through the tank;shell not be appaeabb tor
septic tank systems serving single family rasidenon having capacity of 2.000 gallons or less which discharge to a ntrlricatbn field;
(44)Sludge Digestion. The process by which organic or volatile mutter and sludge is gasified.liquefied,mineralized or convened Vat more stable organic matter
though the activity of luring organisms, which includes aerated Poking tanks; le died by drainage tend
(au)Sludge Drying Beds. An area oomprf<irg natural or artificial layers of porous materials upon which digested sewage sludge
evaporation:
(46) Sludge Gacondtlon certain rg an which oortsttnt nxro
ues are ved by successive washings with fresh enter or part eat:
(47)Sludge Gas Ualtrtlllzatbn A process of sludge The process of using sewage gas for the purpose of heating bufioings,Wring engines.Mc.: digester In which sludge may be
(48) Sludge licking Tank(Aerated and tooted). A tank iced for anal wastewater treatment
be don b pants ey adding containing
erne amount d air simply ter keep the
kept Mesh,and uperha eat wfehdrs prior to a drying method(l e.sludge drying
sludge fresh,but rot neoesatiy an amount that would be required to achieve subGtzatbn of organic matter. A noneeratrd tank would-
amply be used to
dwarf sludge prior to dewatertng and would not aaow long periods (several days d detention) without resulting odor problems;
(49)Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and cornbustble materials and reduce the sludge to a stets ash;
(50) Sludge Stabilization(Chemical or Thermal). A process to make treated sludge less odorous and Putrescble.and to reduce the pathogenic organism
portent;This may be done by pH adjustment.chlorine dosing. or by heat treatment:
(51)Sludge Thickener. A type of sedimentation tank in which the sludge is permitted to settle and thicken through agitation and gravity;
(52)Stabilization Lagoon. A type of oxidation Spoon In Which biological oxidation of organic maser Is effected by natural transfer d oxygen to the water Mom
air (not a polishing pond);
(53)Mend-By Power Supply. On site or portable electrical generating equipment: reoiable penetrate(floatable solids,suspended cafes and BOO
(54)Static Screens. A stationery screen designed to remove toads.Including rtorsbiodeg
reduction)from municipal and Industrial wastewater treatment system; of irrtk,art polkaing;A setting lagoon or sand or coal finer
(56)Tertiary Treatment. A stage of treatment blowing secondary winch k prim artlfor the purpose
eight be snpbyed ton the purpose;
(56)Thermal Pollution Control Device. A device providing for the transfer of Mat front a fluid flowing In tubes to another fluid outside the tubes.or wine r.rsa;
or other means of regulating liquid temperatures: which heat Is added for a protracted period d titre to Improve as derratenDiM d'lunge by the
(57)Thermal Sludge Conditioner. A conditioning process by
sokbizirg and hydrauizirg d the amatsr and more highly hydrated sludge parades; agents which otter dadurge and exposure Ingestion.hfaStbn
(nit)Task laterals. Those wastes or combinations of wastes.Including dasas.-causing age thou food dutch ears cause uponde exth,dwase•ge lion. l
or assimilation Into any organism.eater dlnciy from the environment or Indirectly by through
abrornia ties.career.genetic mutation,physiological malfurctiors (Including rraftur a In reproduction)or physical deformation.In such organisms or thsk
Offspring;Toxic materials include.by way of Illustration and rot linikatiort ead,cadmium,chomiurn•mercury,vanadium.arsenic.rim,ortho-rahtro• riorobenz:erre
(OPiCB).Poya,whta'ad bO^«'yia( ,PCBs;and ddtbrodtptenyf vtcttioro.[taere(DDT):and any other materials that have or tray hereafter be determined to have
lost peace/Ws;
treatment unit consisting of a material such s broken sore or rock over which wastewater a dyatrbvted:A high rate tricking
Re Trickling Abiologicalbe acre. A low rate trickling filar k one which is designed to operate at one to bur rngd W
r acre;
Bar k one which (Pack operated sit wen). A and 30 raga per
(t0)Tricking Fier(Packed Tower). A plug flow type of operation In which was:awnK flows down through succKsty.Layers d media or 1�vo�le may berganic
material Is removed corehualy by the active biological fixed growth In each successive Layer. This method may produce'secc'secondary'quality
adapted to produce a dulled effluent; to remove excess water from either digested or undigested stutter prior to deposal
pit Vacuum Filer.Centrtug•s.or Filter Presses. Devices which are desired
or further trealm>srt.

/4,0
State of North Carolina R�
Department of Environment, (1' •
1 ��? .
Health and Natural Resources J7 /DN� �../tt , •
Division of Water Quality 7 �` t > y
riu1
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E I--I N R
A. Preston Howard, Jr., P.E., Director
N.C.
October 14, 1996 Er:v"ic,
Mr.Wayne Fortner OCT 18 1996
Sante Mobile Home Park
2637 Goble Street DIVISION n;
Gastonia.North Carolina 28056 MOAMiLiLLE
Subject: NPDES Draft Permit
Permit No. NC0075116
Sante Mobile Home Park
Gaston County
Dear Mr. Fortner:
The Division is forwarding the subject draft permit for your review. You have 30 days to make any
comments on this draft.
Because the facility has been in substantial non-compliance with the permit limits and conditions,and
because of the agreement with the City of Gastonia to connect the subject facility to the municipal sewer
system.the Division indends to issue this permit for 0.0025 MGD and not for 0.005 MGD as requested.
Also,please be aware that the expiration date for this permit is August 31, 1997. It is the understanding of
Division staff that this facility will connect to the City of Gastonia regional treatment system by that date.
If you have any questions concerning this draft.please contact Susan Robson at telephone number
[phone], ext. 551.
Sincerely,
Original Signed By
David A. Goodrich
David Goodrich, Supervisor
NPDES Group
cc: Project File
P.O. Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Permit No. NC0075116
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
C. Wayne Fortner
is hereby authorized to discharge wastewater from a facility located at
Sante Mobile Home Park
3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as unnamed tributary to Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III, and IVhereof.
The permit shall become effective
This permit and the authorization to discharge shall expire at midnight on August 31, 1997
Signed this day
DRAFT
A. Preston Howard, Jr., P.E.,.Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0075116
SUPPLEMENT TO PERMIT COVER SHEET
C. Wayne Fortner
is hereby authorized to:
1 . Continue to operate an existing 0.0025 MGD wastewater treatment system consisting of a septic
tank, dosing tank and subsurface sand filter located at Sante Mobile Home Park, 3510 Kings
Mountain Highway, Gastonia, Gaston County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Crowders Creek which is classified Class C waters in the Catawba River
Basin.

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ROAD CLASSIFICATION SCALE 1 :24 000
PRIMARY HIGHWAY LIGHT-DUTY ROAD.HARD OR 0 1 MILE
HARD SURFACE IMPROVED SURFACE
k+7'Site—" sa .ems.
SECONDARY HIGHWAY 0 7000 FEET
HARD SURFACE =IMO UNIMPROVED ROAD = _ _ "7.•
1 0 1 KILOMETER
Latitude; 35°15'28" Longitude: 81°14'52" r..— '-'' L'I.:' I I
Map # F14SW Sub-basin 03-08-37 CONTOUR INTERVAL 10 FEET
Stream Class C
QUAD LOCATION C. Wayne Fortner
Discharge Class Domestic
Sante MHP
Receiving Stream UT to Crowders Creek Gaston County
Permit exp. 09/30/01 Qw 0.0025 MGD

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC00751 16
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg. Daily Max Frequency Type Location
Flow 0.0025 MGD Weekly Instantaneous I or E
BOD, 5 day, 20°C 15.0 mg/I 22.5 mg/I 2/Month Grab E
Total Suspended Residue 30.0 mg/I 45.0 mg/I 2/Month Grab E
NH3 as N 4.0 mg/I 2/Month Grab E
Dissolved Oxygen"" Weekly Grab E,U,D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml 2/Month Grab E,U,D
Total Residual Chlorine 28.0 pg/I 2/Week Grab E
Temperature Weekly Grab E,U,D
Conductivity 2/Month Grab U,D
* Sample locations: E- Effluent, I - Influent, U- Upstream approximately 50 feet above discharge, D- Downstream approximately 300 feet
below discharge
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

To: Permits and Engineering Unit
Water Quality Section
ATTN: Greg Nizich
Date: January 31, 1996
AUTHORIZATION TO CONSTRUCT
•
NPDES PERMIT
REPORT AND RECOMMENDATIONS
County: Gaston
Permit No. AC0075116
PART I - GENERAL INFORMATION
1. Facility and Address: Sante Mobile Home Park
2637 Goble Street
Gastonia, North Carolina 28056
2 . Date of On-Site Investigation (if conducted) : N/A
3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer I
4 . Persons Contacted and Telephone Number: Mr. Dennis Fox;
Tel# (704) 864-4766
5 . Verified Discharge Point(s) , List for All Discharge Points :
Latitude: 35°15' 28° Longitude: 81°14' 52°
Attach a USGS map extract and indicate treatment facility
site and discharge point on map. Ensure discharge point(s)
corresponds to NPDES permitted discharge point(s) .
USGS Quad No. : F 14 SW U.S.G.S. Name: Gastonia North
6 . Size (land available for expansion and upgrading) : Limited
area is available for expansion and upgrading. The existing
sand filter is located in the 100 year flood plain. The
proposed sand filter is being proposed to be constructed in
the 100 year flood plain due to limited space.
7 . Topography (relationship to flood plain included) : Flat to
steep slopes; The septic tank is not located in the flood
plain. However, the sand filter will be located in the 100
year flood plain.
8 . Location of Nearest Dwelling: The nearest dwelling is
approximately 150 feet from the plant.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Type of Existing Treatment Facility: The existing treatment

facility consist of a 2,363 gallon septic tank, a dosing
tank, and a subsurface sand filter system.
2 . Type of Proposed Treatment Facility: The proposed treatment
facility will consist of a 5,000 gallon septic tank, a
surface sand filter, and a chlorine contact chamber.
' 3. Sludge Handling and Disposal Scheme: N/A
4 . Treatment Plant Classification (attached completed rating
sheet) : N/A
5 . SIC Code(s) : 6515
Wastewater Code(s) : 08
'Main Treatment Unit Code: 0045 7
PART III - EVALUATION AND RECOMMENDATIONS
Fox Engineering, on behalf of Sante Mobile Home Park, is
applying for an Authorization to Construct for the construction
of upgraded WWT facilities . The proposed sand filter is to be
constructed in the 100 year flood plain. Due to limited space
available for construction and the need for the existing facility
in order to comply with the permit limits, this Office has no
objection to the location of the sand filter. However,
precaution should be taken to prevent/limit flooding of the sand
filter due to high water. The existing permit limits the
facility to 1000 gpd, but the proposed discharge is 5000 gpd.
The permittee, his Attorney and his Engineer were all notified by
the MRO by letter dated January 30, 1996 of the need to amend the
permit to increase the flow to 5000 gpd.
Pending review and approval by the P & E, it is recommended
that the authorization to construct be issued; However, flow
through the system must be limited to 1000 gpd until the NPDES
permit is amended.
if"'Y Lc, a---
Signature o Re ort Preparer
/
1].) ?— i/7-
Water Quality (R gional Supervisor
/kh 6'
Date

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'�`,x1 Control by USGS, USC&GS,and North Carolina Geodetic Survey 1

ATING SCALE FOR CLASSIFICATION OF wmi-iii POt_t_v
Name of Facility: 54A�TE /Vdig&L E /7OAe /3KK
Owner or Contact Person: C. /.,(i N FaRTNt� Z$ v z
Mailing Address: '�s l D K)CGS M Oil a I b�4//��
C-County: 6 Tr)Ai Telephone: (o9 ,�%
Present Classification:
New Facility Existing Facility
NPDES Per. No. NC0017 S I I l; Nondisc. Per. No.WQ Health.tDept.Per No.
Rated by: SA'Y 4 ) '- L E Telephone:C ' " Date: Oa/9‘
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: C WAyi tt F)! A' Grade: miss/L Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) Q II Ill IV Total Points: I•?
•
jN-PLANT PROCESSES AND RF1.dTlED_-CONTROL FCUPMENT WHICH ARE AN NTFGRAL PART OF INDUSTRIAL PRODt CTION SHALL NOT 8E
CC 4SIDEAED WASTE TREATMENT PCP THE PURPOSE OF CLASS1FI A110N ALSO SEPTIC TANG SYSTEMS CCNSISTPG C*LY OF SEPTIC TAM(
fthC GRAVTTY NfTRE1CATICN t NES ARE EXEMPT FROM CLASSIFICATION
SUBSURFACE CL SSFICATION SPRAY IRRIGATION CLASSIFICATION
(check all units that apply) (check all units that apply)
1. septic tanks 1. preliminary treatment (definition no. 32 )
2. pump tanks 2. lagoons
3. siphon or pump-dosing systems 3. septic tanks
4, sand fitters 4 pump tanks
5. grease trap/interceptor 5. pumps
6 of/water separators 6 .sand filters
7 gravity skbsudace treatment and disposal: 7,,, grease trap/Interceptor
8.— pressure skbsurface treatment and disposal: 8._oil/water separators
9. disinfection
10. chemical addition for nutrient/algae control
11. spray irrigation d wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION(Apples only to permit holder)
1. Land application of biosolids. residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY O.ASSIFIGTION
The following systems shall be assigned a Class I dasslfication,unless the flow is of a significant quantity or the technology is unusually
couple:,to require consideration by the Commission on a case-by•case basis: (Check II Appropriate)
1. OiVwater Separator Systems consisting only d physical separation,pumps and disposal:
2 Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps.sand filters, disinfection
and direct detidvarge: dr:inledton, necessary chemical treatment for
3. --Lagoon Systems consisting only ds prminary treatment,lagoons.pumps.
algae or nutrient control, and red discharge:
4, C$oeed loop Recyde Systems: disinfection5 Groundwater Remediation Systems consisting only dih orster separators,pumps, air-stripping,carbon adsorption,
and disposal:
6 Aquacutture operations with discharge to surface wafers:
7. Water Plant sludge handling and bads-wash water treatment:
lie Seadood processing consisting d screening and dispose!.
o` Single-tamly discharging systems,with the exception of Aerobic Treatment Units.will be classified V permittedel atter July Such
1.
1993 or t upon inspection by the Division.It is found that the system is not being adequately operated
systems will be notified of the ciassificatico or redassircation by the Commission, In wrung.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
• ITEM POINTS
(1) industrial Prwretment lints or industrial Pretreatment Program(sae deflntbn No.33) 4
•
(2) DESIGN FLOW OF PLANT IN gpd(rot applicable to ran-contaminated cooing waters.stodge handing taeiikies for
neater purification plants,totany dosed cycle systema(nee definition No. 11).and fealties consisting only of Item
(4Xd) or kerns (4)(d) and (11)(d)) « »
0 • 20.0060.000 —.�.».«.. ............._.._..». ».._ .»..�.�.......«« .. ............ 1
60.001 - 100,000 ....._._...... ....._._... «...._ ..««.........._ .__. ..._...........3
100,001 - 250.000 - A
250.001 - 500.000. »....»......_.»«.«.._«.««._.._....._. »»..._...._...... . S
500.001 - 1.000 000 ....»...»... ._. _... »__. ............____._. .A
1,000,001 - 2.000.000 ....._......._. 1 0
2.000.001 (and up) rate 1 point additional for each 200.000 god capacity up to a maximum of .._._.__ 3 0 •
Design Flow ( )
(3) PRELIMINARY UNITS/PROCESSES(see definition No32)
: (a) sysere.rs......»....«.... .........._. ...»_.»_ _............_...._.«.»...................I
Of
(b) Mechanical Screens.Static Screens or Comminuting Devices 2
(c) Grit Removal....._.»_ »_. 1
or 2
(d) Mocfiarieal or panted Grt Removal « _ .......«..... ....»
(a) Flow Abaeurtng Oavb. ««.«.» ».._.. .«. _... _. .». ...». 1
or 2
(I) instrumented Row Msawnmant._.._...».. »._..»......._«.«...«._.._»_...»».«lee.»µ« » 2
(g,) Preaeratton... ...._....»...»..»«__..»_»._............,...»...«....._..». ..»..»._..».._
(h) Musnt Flow Equalization.....„... ........._..._...........................« 2
(I) Grease or Oil Separator • Gravhr._..� __.._..._..�....� _..._ _ ___..._...»...__.�...«.»N -_ 2
2
Mechanical «......__.»»«...» ._._ .. ..�» _..._.._..«.._..._........»..._..... 3
Dissolved Air Flototbn..._». »»... ._ »__..............._._._..._»....».._......._«_.«...».....«............... .3
(1) Prechbrtnatbn __«. __.«_.«_..____«_.«....._ .._
(4) P ,1ARYTREATMENT LNfTSIPROCIiSSES �— n
(a) Septic Tank (sae definition No. 43)....___...__..__.... -- ^�
(b) Imhoff Tank. _....._ .......».»..._.__«««._..... ..»..._»..« ...._....«_...._«..
(c) Primary ClariNra......».............._..__....._......_»»._.....»... .«..«.._. .._..«........ 3
(d) Setting Ponds or Settling Tanks for inorganic Nontoxic Materials (sludge handling fealties for water
purification plants.sand.gravel.stone,and other mining aperatiors except ncrsalioral activities such as gem
or goid(5) SECOhDARYTREA(a) Carbonaceous mining) «__._ ..».......«..«.......«...»«._».»....__ _..»._...» ._.«..0
tage
(I) Aeration-High Purity Oxygen System..». ._. ...
Diffused Air System.... ». _..»«.«_.._ .....»_ _._«_.._«.».......» 130
Mechanical Air System (fixed. floating or rotor)_.»_.._.._--»•-•_ .--_.»_ 3
Separate Sludge Reaeranion.. ... _«.. _.___«. «......_....».«...«
(n) TAddi ng rater
NighRate....»..—.....---_._—«.__»—«.._.............-----._..__........_.7
StandardRate.........__.._....._...—........._«—._......_...._......_.._...........—..«...«.3
Packed Tower _. ._.__.. ........_ _. ._...«.... .. ....»..«... _.10
(III) Biological Aerated Fitter or Mined Bbtogical Fier __
(Iv) Aerated Lagoons «» _. ».._...._» .._._ .«_...._....._.».... 1 0
(v) Rotating Biological Contactor..».._»_. _.«» _—.«—....... �10
(vl) Sand Fliers -intermittent biologieaL... ••••- «
Recirculating biological. .—.._.....--- - -» -
(vt) Stabilization Lagoons._ »_.3
Loll) ObMler.. »._..»_. . ....« «.«».__._.._«._..._ _.._ rots ramnoval b
(tot) Single stags system for combined car0onaoe m P
ous removal el BOO and ntro y
ariication(see definibn No. 12XPoints for this kern have to be in addition to kerns
(5)(a)(I) through (5)(a)(v31).
rriSzing tit extended aeration prows (see ddwtion No.3a) --------------2
utilizing other than the extended aeration process.. — t
(a) Nutrient additions to sntana BOD removal_—..._—___..._____ -«—»r«.5
(xi) Biological Culture (Super Bugs')addition._—__—___-»..-......« W
• (b) Nitrogenous Stage 20
(I) Aeration . Mph Purity Oxygen System.' __ ._—«..»_»2 0
Diffused Air System.._»._» --_--'_^—_� _1
Mechanical Air System (fiord. floating or rotor)
_ "«.--_3
Separaa Sludge Reseratbn.____----__--__— _—.___.«...»...._.-.7
(PI) Tridding Filter-High Rate. »_—.leeks
Standard Rate...... ---_•---•--Packed Tower.. _
«....__...._..«— • '---- « .---..-._..— .10
(Il) Biological Aerated Flier orfli
Aerated Biological Mir _— -••.10
(Iv) Rotating Biological Contactors.._.»___....___« ..___.....2
(v) Sand Fier•Imminent biological.___._
Recirculating biological «
H Clarllsr.W.__.»«
(S) Y OR Aa
'TTL.R ANCWTREAna'4T TSR SES --.•.__.«._—.-_—.- .
(a) Activated Carbon Beds- •,••, a
without carbon regeneralbn«__..—.---..--. ,,, 1 S
with carbon regsnsration._—_____ —
(°) Powdered or Paranuarbon Feel-
wttthoutc carbon Actlea�ng, tion. ___.-•--...... .5
«____..
with carbon cogeneration« ._«-15
(e) At loitering-- Ja
d) D.nPz catlon Procne@__ r_• - _____--1
0
•) Elect rodfafysiaon _ -- ._—
f) Foam Separati . —_-_ _ M _— ___ �� ,._..._..s
(0) ton Exchange_—._.._..—.. _.._—._._._.--_.--
(It) Lard Application of Treated Mari (sae ddinition No.22b)(not applcable for sand.gravel. . �
and other similar mining operations) by high rate kiltratlorx_� o_ A
(I) Microscreerts._.�._....._.—_...«_«..._..� _ .._._......�....__•—_.__.
( ) Phosphorous Removal by Biological Processes(See definition No.211). .__—.»_...»_....»___.».-_._- 2'
(�) Polishing Ponds - without aeration_._ . __». . _._.____.__. _— —.. .. ._.—......._.—....i
with aeration»__.._._..

IppPr- (i) Post Aeration - cescoda
;diffused or mechanical 2
(m) Reverse Osmosis 5
(n) Sand or Weed-Media Filters - low rats.... ._...... high y._...._....„..._...._..._...._...._..._...._....»... 15
5
(a) Treatment processes for removal of Instal or cyanide
(p) treatmem processes for removal of toxic materials other than metal or eyanide...__.-...__.__._-._....._.__ 15
(7) a.LCGETi T). 4T
(a) Sludge Digestion Tank - Heated (anaerobic) 10
Aerobic «.»..»««.......... «. «_..«...... ... .5
Unheated (anaerobic) .3
(b) Sludge Stabilization(chemical or thermal) 5
(a) aiudge Drying Beds-Gravity ......_. ............_-.......-...............2 .
VacuumAssisted....«..-...««................_.........«.......:........ «.—.......-.................5
(d) Sludge Ekttriation -...._.«._..._............5
(s) Sludge Conditioner (chemical or thermal) ._........ ....».»«_.._... .» . S
(I) Sludge Thickener (gravity) 3
(g) Dissolved Alr Flotation Unit (not applicable to a unit rated as (3)(I)) 5
(h) Sludge Gas Utilization (including gas storage) 2 •
(I) Sludge Holding Tank • Aerated .. . « --• 5
Nonaerwed 2
• (I) Sludge incinerator(not Including activated carbon regeneration) t0
(k) Vacuum Flier. Centrifuge.or Filter Press or other similar dewatering devices.• _--• 10
(8) . RESIDUALS UTILIZATION/DISPOSAL(inducing inctwwed ash)
_ 2
(b) LaidooApplcation (surface and subsurface) (see definition 22a)
by contracting to a Land application operator or landfill operator who holds the land application permit w
or land rmi il pet - — (�
(c) Dedicated Landfill(burial) by the Nominee of the wastewater treatment tacilltr-._.._._..-....._..____....._._..5
(9) DIStrfiVICN
(a) Chlorination..._... «......«.«.......»«._».._.« _._...........__.._ _..........«......._.«.«.«.««.« S
(b) Dechlorination �.«». .......«..._ _ ...._............. ..__.-...«.._.....(c) Ozone 5
...«.......r.«...._..«_....-.__.�.«. «. «.__...-..«____�_».««_«�__«.. .5
(d Radiation
(10) CHEMICAL ADDITION SYSTEM(S)(see definition No.9)(rem applicable to chemical additions tared as Item(3)(j).
(5)(a)(xl). (6Xa). (s)(b). (7)(b). (7)(.). Ma). (9)(b) or (9)(c) 6 points each:
Ust ...««.......««. ...........«.. _...._ . ...... «�_ ...._ .._._._...... ...3
..............
(11) IALSCaLANECLIS LM1SPi1DCESSES
(a) Moiling Ponds,Molding Tanks or Settling Ponds for Organic or Toxic Materials Inducing wastes from mining
operations containing nitrogen or phosphorus compounds in amounts sigdMkattly greater than is common
for domestic wastewater —..-.......-.-.......
(b) Effluent Flow Equalization(not applicable to storage basins which are Inherent In lard application sywms).._.2
(c) Stage Discharge (not applicable to storage bastes inherent In Land application systems)____.__—_»_—_._.S
(d) Pumps 2
(I) Stand-By Power Supply 2
(I) Thermal Pollution Control Device «.«_.«« « _...«.«._.__._.«.« T.�.3
OI TOTAL PNTS..«_._..«....._._ _ ».......«....__2
CLASSFiCATION
�,
Clara 1 ._�.«..._._«........»....._..«».«.....«.«_.««........«...._..._.«.»._.«..._.«_62S Points
Oles II. 51-E5 Points
C1ns N fiFUp Points
Facilities having a rating of one though bur points.Inclusive.do not require a centred operator.
Facilities having an activated sludge process toll be assigned a minimum das:Mkatbn of Clew IL
FecMttles having treatment processes for the removal of metal or cyanide will be assigned a minimum deMiratbn of Claw IL
Facilities having treatment processes for the biological removal of phosphorus all be assigned a minimum damilicalbn of Class Ill. .
laid DEFP4MCNS
The following definitions shall apply throughout Vile Subchapter.
(1)Activated Carbon Beds. A physlcaVicemicai method for reducing soluble organic material from wastewater eMuert;Tie column-type beds used In this
method sum have a flow rate varying from two to eight gallons per minute per equate foot and may be either upfbw or dowrfbw carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
(2)Aerated Lagoons. A basin in which at solids are maintained In suspension and by which biological oxidation or organic matter I reduced through anifrcally
accelerated Minder of oxygen on a slow-though basis; • .
p)Aeration. A process of bringing about Intimate contact between ale or Mgh purity oxygen In a liquid by apraylg• agitation or df!usionx3a) Extended
Aerator. An activated sledge process utItshg a minimum hydraulic detention time of 111.hours.
(4)Agiarturasy managed U. Any site on which a crop is produced.managed,and harvested(Crop fr ludes grasser.grate.trees.etc.):
(5)Air Stripping. A process by which the ammonium Ion Is first convened to dissolved ammonia(pH adjustment)with the ammonia then released to the
•
attnocyws by physical masts;or other similar processes which remote petroleum products such as beraena.toluene.and avails;
(I)Carbon Regeneration The regeneration of exhausted carbon by the use of a furnace to provide extremely Ngh temperatures which voltam,and oxidize the
absorbed .
(7)Carbonaceous Stags. A stage of wastewater treatment designed to achieve'secondary'effluent limas;
(5)Cartntuge. A mechanical civvies In which centrifugal force is used to separate solids from Squids or to separate Squids of afferent dersMee-
(II)Chemical Addition Sys-tarns-The addition of chemical(s)to wastewater at an appicatlon point for purposes of hprovhg solids removal pH adjustment.
alludhity control,etc.;the capability to experiment with dfferent chemicals and different application points to acheve a t medic result toll be considered one
system;the capability to add chemical(s)to dual units Mil be rated as one system;capability to add a chemical at a different application points for different
purposes
a Slu result h the tysterts being rated as separate scat npourd such as Ins.ferle chloride,or a to wetto coalesce tin mass prior to
( ) Sledge Conditioning. The addition d a tdlemkal oo Dohssludge
ts application to a dow led%device;
(11)Closed cos Systems. Use of holding ponds or holdng tares for containment of wastewstet containing Inorganic.non-toxic materials from sand,gravel
crushed stone or other simmer operations.Such systems shah tarty a maximum of two points regardless of purrpirg facilities or any other appurtenances: . .
(12)Combined Removal of Carbonaceous 900 and Nitrogenous Removal by Nitrflicstbn-A single sage system required to achieve permit effluent knits on SOD
and ammonia nitrogen within the same biological reactor;
(13)Dechorinatlon. The partial or complete reduction of residual cNortre in a Squid by any chemical or physical process;
(14) Dentr ficatbn Process. The conversion of nitrate-nitrogen to nitrogen gas;

7 (1S) Electrocastysis Process for removng Ionized sales from water through the use of ton•taiect►ve lout-exchange m.nriranes;
(tor) .tw:ar.sa. A process operated mw taracs.) ;or?acuity.19ratt:rr7-1 suudrp:
(17) Foam Separation. The planned frothing of wastewater or wastewater.merle as a means of removing exoeaswe amounts of dstergdrs materias through
the iaroductbn of air In the form of fine bobbiesud other v�y rtfrs�r real�Or from wasNwrat.r:
(15)GrIt Removal. The process of removing grit
(19) Whorl Tarty A deep two dory wastewater tank consisting of an upper sedimentation chamber and a lower sedge digestion chamber.
(20) Instrumerwed Flow Mea ursmwr. A dubs which indicates and records rase of flow;
(21)ion Exchange. A chemical process In which ions from two different molecules are exchanged;
(22) land application: b{and either on the suAaoe or subsuAace injection
(a) Sludge Disposal A tlnsi sludge disposal method by which wet sludge may be applied by sprayingby
la. chisel plow);(not applicable for types d sludge described in(11)d this Rule):
p)Treated Effluent. The process of spraying treated wastewater onto a lard area or other methods of application of wastewater Onto a land area as a
sears of final deposal or treatment; method tor removing
Microsas.n. A low speed, oontIrawusly back-washed,rotating drum filer opsnding under gravity conditions as a polishing
suspended loads from effluent;
(24)Ntotication Process. The biochemical conversion d onto:idlzed nitrogen(ammonia and organic nitrogen)to oxidized nitrogen (usually nitre..): •
>k sous A separate stage of wastewater eatmen designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen:
(26) Phosphate Removal.em waJ. Bbbg of The removal phosphorus from wastewaterby an o:lcfanoxic process designed to enhance Usury uptake of phosphorus
Pie microorganisms; ,
by(27) Pobh% Pond. A hotting pond following secondary treatment with sufficient detention time to allow setting of finely suspended solids;
(21) Post Aeration Aeration following conventbraf secondary treatment one to increase effluent 0.0.or for any other purpose;
(29) Poll Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonrthaehanical.gravity mans of flowing down a
series d steps or weirs; The flow oowrring across the steps or weirs moves in a tatty thin layer and the operation of the cascade requires no operator
ad)ustmera;thus,zero points an assigned eve though the is an carbon
rulai Sep process
that meeting t biobpic at the activity discharge
rorgaannic absorption by using powdered or
(30) Powdered b Granular Activated Carbon Feed. A biophysical
granular activated carbon; Virgin or regenerated carbon Is feed controlled into the system;
(31) Preasration. A tank constructed to provide aeration prior to primary treatment; u«for subspuent map/operations;(32) Preliminary Ur its. Unit operations In the treatr ers process such as screening and comminution.that prepare tph.liquor
(33) Industrial Pretreatment. to remove or b rrutraaz.aubdamc.s kh)uAous q sewers and
(a) Pr.-treatment Unit, kdustrIaL The condiion4g of a waste at Its souros before discharge, the sameu goe.rr+ing body as the wastewater
sew r
treatment processes or b *fled a partial reduction b bad on the treatment process whidt s operatedby
treatment plant being rated; yarn to receive points an the rating shte.t;
b)Pm-hutment CIarnt rs.Pr h first
settlI -tanksk tbehrough
a g which wastewaor EPA ter Y passed In a Weidman works for the purpose of removing settleable and suspended
(34) Primary Clarlfers. The fist seating throuQt
solids and BOO which is associated with the solids:
(35) Pumps. Al fluent. ',Moore and in-plars pumps: devices ultraviolet orgamma rays:
(36) Radiation. Dsirfedion or dertization process utilizing tree from
(37) Reverse Osmosis. A madmen process In which a heavy contaminated liquid s pressurized through a membrane forming nearly puresquid
suspended solids; In which wastewater flows through tanks In which•series of penalty submerged circular(36) Rotating Biological Contractors. A fixed biological growthprocess
surfaces are rotated;
(3I)Sand Filters: k tanks lagoons•or etOfThe other treatment process In which further ylod.00mposabn Is
es iraemtlo.nt duceBiolo desireds flit. of efdraulfluen loading rates on apt filters are
_ in gpotrac and
n one);
b) R.Olr l pg biologicalo the same �d sand eer as defined these ubparagraph(39)(ate)of thisRub with the added capability ve a reaufting low ytto recycle emrst (less ffluent back
b) R.circtutding • same type
through the and flier. acid';
(40)Sand Mi or xed-Meda Fitters. A polishing process by which effluent limits a adieved through a further reduction of suspended
(a)low rate —gravity.hydraulically loaded flier with loading rates In the ore to three gpmrd range
rare the loading rate shah exceed tfhr..wrest;wrest;(b)high rate—a pressure.hydraulically loaded filter wwithbaring rates in the five gxrVd range: awith the
(41)Secondary Clarifiers. A tank which follows the biological unit altreatmrl plant removingd which has the purpOie of sludges associated
biological treatment units;
(42) Separate Sludge R.a.ratbn A pan of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning
It
to the contact basin;
43) Septic Tank. A single-story setting tank In which sealed sludge isin contactwith the wastewater notary;through the tank;shall not be applicable for
septic tank systems serving single family residences having capacity of 2.000 gallons or less which discharge to a narskabn field;
(44)Sludge Digestion. The process by which organic or volatile matter and sludge is gasified,liquefied mineralized or corwented lint°more stable organic matter
trough the sc tivty of Wring organisms, which hduds aerated h o drug tanks; digested sewage sludge Is bled by drainage and
(4S)Sludge Drying Beds. Mn area co prtsinp natural orarttidal layers of porous materials upon which dipsaffluent;
(46) Sludge of sludge condtbning In which certain ooretiueres are mmoved by successive lashings with fresh water or plant
(46) Sludge Gas
as Utilization.
A process f r the purpose of healing buikings,&tring engines.etc.;
(40)Sludge
dgge Hotting Tank(Aerated and Nonaerated). A tank utittz.ed for small wastewater treatment planes not containing a digester in which sludge may be
kept fresh,and supernatant withdrawn prior to a drying method(Le.sludge drying beds);This may be done by addno a real amount d ale simply to keep the
sludge fresh,but not necessarily an amount that would be required (dudel can dadot o f organicwit matter. ransomedtank would simply be used to
decant sludge prior to dewatering and would not allow long periods
(49)Sludge Incinerators A furnace designed to bum sludge and to terrors al moisture and combuabie materlas and reduce the sludge to a sterile ash;
(SO) Sludge Stabilization(Chemical or Thermal). A prooses to make treesodorous less and pures tc6ie.and b orgaorganismreduce the pathogenic organism
urgent;This may be done by pH adjustment.chlorine doshg. or by and gawky;
(51) Sludge Thickener. A type of sedimentation tank In whin the the sludge is permitted to settle and thicken through agitation b tit water from
(52)Stabillzatbn Lagoon. A typed caidatbn lagoon in which biological oxidation of organic matter Is effected by natural transfer of oxygen
air (not a polishing pond);
(53) Stand-By Power Supply. On site or portable electrical generating e4u wit 80D
(54)Static Screens. A stationary screen designed to remove solids.Including non•bbdeg Ratable patrtictuiat.(Ibatable wilds,wprded solids aridor a «coal Met
from municipal and industrial wastewater humeri eyd
(56)Tertiary Treatment. A stage of treatment blowing secondary which laP primly for the pub of effluent polishing:A..cling lagoon
might be employed for tit*purpose: for the Vander ofhas from a fluid flowing Intubas to another fluid outside site tubes.or vies versa:
pc Thermal Polution Control Device. A device prwfdng
or other means d regulating liquid terperaluns. which heat is added tor protracted period al time to lrprove the d.wtat.a�lfay d*doe by the
�Thermal Sludge Conditioner. A conditioning process by crated sludge particles;
tok kzling and trydrau�khp d the smaller and mere hghly hayagents within after and upon exposure.l+pes> Inhibition
(6i)Toxic Materials. Those wastes or c at:inshiore of wastes.hdudlrg dsesse-causlr'p age throughfood chains,ire and i onn e ue..gestio.rd
es assimilation kilo any organism..liter dtn.ctfy from the environment or indirectly by ingestiondeformations.death,
is acre oreavime or their
abromrtaliies.cancer.genetic mutations.physiological rrtalfuncbns (including mafuncliors In reproduction)or physical hltr rganIsms r the
offspring;Toxic materials fnciude.by way of dustration and rot icniatlort:lead,cadmium, kJrn,
materials that have or may o determined to have
ene
(�B)•po b4twtyIs(PCBs)and ddtbrodlphertyl Vlchbroethsre(DDT);and arty
taxis Filer. A biological treatment lad consisting
of a raterial such as broken dons or rock over Which wastewater is didrbuted;A high car'Addeo;
*sr Is ore which operated a between 10
and 30 tthgd per arils. A low rate bidding filer Is one which is designed to operate at one to four mad per
(0)Trfcidirg Freer(Packed Tower), A plug flow type of operation In which wastewater flows down through successive layw'secondary
qu+By -'n of media or e material;or may bis Organic
maw.:Is removed continually by the active biological fixed growth In each successive layer. This method may produce
adapted to produce a rhrfrled effluent; to Rmew excess water from either digested«undigested skin.Pr1or to deposal
a1 Vacuum Flier.Centrifuges.or Filar Presses. Device.which are designed
airfurther trealme t

•
State of North Carolina
Department of Environment,
Health and Natural ResourcesArr
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary IED !HI
- R
A. Preston Howard, Jr., P.E., Director
TVIlZGrZ, aiJl, HEALTIX,
&NATURAL RESOURCES
4(1/ January 9, 1996
INN .1 1996
MR C. WAYNE FORTNER
$IVISlwlla arid'r.°;p!k ti;,
SAN I'E MOBILE HOME PARK 'u QF116L
2637 GOBLE STREET
GASTONIA, NORTH CAROLINA 28056
Subject: Application No. AC0075116
WWTF/Wavne Fortner
Authorization To Construct
Gaston County
Dear MR FORTNER:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 29, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE APPLICATION NUMBEF WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Greg Nizich for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Greg Nizich at(919) 733-5083 extension 541. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
- Sincerely,
Da • A. oodrich
Supervisor, NPDES Group
cc: ;,'fie Regent Office
Fox Engineering
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

WASTE TREATMENT PLANT IMPROVEMENTS
WAYNE FORTNER PROPERTIES
US 29-74 WEST
GASTONIA, GASTON COUNTY, N. C.
For
Mr. Wayne Fortner
2637 Goble Street
Gastonia, N. C. 28056
Telephone Number [phone]
Telephone Number [phone]
By
Fox Engineering
1541 Timberlane
Gastonia, N. C. 28054
Telephone Number [phone]
�0H.cAR0
• /go 381p4,'y
q
•
0945
• p,'•:�GINEE�:•
December 12, 1995 ���'�1W8 L;Co `�%��

TABLE OF CONTENTS
SECTION PAGE NUMBERS
Cover Sheet
Table of Contents
Instructions To Bidders B-1 -- B-2
Materials of Construction E-1 -- E-3
Methods of Construction F-1 -- F-6

INSTRUCTIONS TO BIDDERS
1. SCOPE OF PROJECT:
The scope of this project is the construction of a 5,000 Gallon
Septic Tank with a corresponding Dosing Tank with a 4" Syphon; a
30' long by 20' wide sewer surface sand filter; one 1,000 gallon
precast septic tank with a distribution box on top of it which
gives access to a Sanuril tablet chlorinator all to serve as a
chlorine contact chamber; approximately 190 feet of 4" PVC
gravity sewer line discharge pipe to a unnamed tributary to
Crowder's Creek; and tie the proposed system to the existing
sewer collection system for an existing mobile home park
(formerly the Santee Mobile Home Park) .
The existing mobile home park consists of 17 mobile homes (at
100% occupancy) and 1 residence. The calculated flow for this
facility would be:
17 Mobile homes @ 250 Gals/Home = 4,250 Gallons
1 Residence @ 400 Gals/Day = 400 Gallons
Total = 4 ,650 Gallons
Or, say 5,000 Gallons Per Day. But the existing sewer facilities
consists of a built in place 2 , 363 Gallon Septic Tank with a
small dosing tank and a reported underground sand filter system
with a discharge to the above mentioned branch or creek. Various
records indicate the facilities were constructed between 1960 and
1970. The filter bed system is grossly overgrown with weeds and
is located in the floodplain of the above mentioned creek. It is
obvious that the system does not operate satisfactorily when
visiting the facility.
The Contractor will build the above facilities and have
operational. He will then connect the existing dosing tank to
the existing collection system as required. The extent of the
existing collection system is not known. The contractor will do
all clearing and grubbing, grading and grassing within 50' of the
sand filter as required.
No particular construction difficulties are expected for this
project in that the proposed facilities can be constructed
without interrupting the existing facilities.
No soil borings or auguring for rock has been done on this
project. The project is unclassified excavation - i . e. , no
payments for rock encountered as set forth elsewhere in these
specifications. The Contractor is to make his own assumptions
about the locations or density of the rock in the area. He is
encouraged to make his own drilling or auguring. The extent of
utilities has been spotted as far as known. However, it is
incumbent upon the Contractor to properly locate the existing
utilities before setting final inverts or grades.
B - 1

2. ESTIMATED QUANTITIES:
The estimated quantities contained herein in certain items in the
proposal or on the plans or in these specifications are estimates
only. This contract is a lump sum contract and will not be
adjusted.
3. EXAMINATION OF PLANS, SPECIFICATIONS AND SITES OF WORK:
All bidders are required, before submitting bids on the proposed
work, to visit the site of such proposed work and familiarize
themselves with local conditions and the nature and extent of the
work. They must also carefully examine the plans, specifications
and special provisions before submitting bids on the work to be
done. Professions of ignorance regarding the requirements of the
work will in no way serve to modify the provisions of the
contract.
4. FAMILIARITY WITH LAWS, ETC. :
The bidder is assumed to be familiar with all Federal, State, and
local laws, ordinances, and regulations which in any manner
affect those engaged or employed in the work, or the material or
equipment used in or upon the highway or street or in any way
affecting the conduct of the work. No pleas of misunderstanding
or ignorance on the part of the Contractor will in any way serve
to modify the provisions of the Contract. The Contractor is
cautioned that he will be required to satisfy the Erosion and
Sedimentation Control Laws. Provisions must be made to protect
against siltation and erosion. Sedimentation pits will be
required near all major ditches. All sedimentation pits will
have rip-rapped outlet ditches or devices. The Contractor will
be required to immediately clean up the project and either sow
temporary grassing or permanent grassing when any particular
section has been disturbed for 30 days. He will also be required
to maintain ditch lines which have been disturbed until they are
stable once again.
5. CONTENTS OF PROPOSAL FORMS:
The Engineer will furnish the bidder with proposal forms which
will contain descriptions of the work to be done, an approximate
estimate of various quantities of work to be performed and
materials to be furnished, and the date and time of opening of
these proposals. For convenience of the Contractor, he may
submit his Proposal in a loose manner rather than bound.
B - 2

MATERIAL SPECIFICATIONS
1. SEPTIC TANK AND DOSING TANK:
The Contractor will furnish and construct a 5,000 Gallon Septic
Tank and a Dosing Tank as shown on the plans. The Septic Tank and
Dosing Tank may be built conventional or be precast so long as it
meets the minimum volumes as shown. If the tanks are precast,
they must be approved by a supplier as approved by the State of
North Carolina respective approval authority. The septic tank
will have a baffle or retainer wall as shown on the plans to
retain large and settable solids in the tank. The baffle wall
shall allow openings across its width to allow full solids
detention within the tank. The tank shall be equipped with a 1"
wide slotted pipe to drain or overflow to the dosing tank as
shown on the plans. The dosing tank shall be constructed to have
a 4" Siphon by Pacific Flush Tank Company or an approved equal .
The 4" siphon shall have a 17" draft and have a normal or average
discharge of 165 Gallons Per Minute (GPM) . The dosing tank shall
be complete with a 4" overflow as shown on the plans. Both tanks
shall be complete with access manholes as shown on the plans.
2. SAND FILTER AND CHLORINE CONTACT CHAMBER:
The contractor will furnish and install the surface sand filter
and chlorinator. The surface sand filter will be 30' long by 20'
wide or 600 square feet, inside dimensions. The walls are to be
made of 8" concrete or solite block construction laid on a 18"
wide by 8" thick concrete footing with vertical steel ties from
the footing to the walls as shown by Section A-A on Sheet 2 of
the plans. All footings shall extend to undisturbed ground or to
95% compacted fill material (Standard Proctor) . Alternate # 3
bent bars shall be placed in the footings at 8" on center to tie
the walls to the footings. Footings shall be stepped to
accommodate the required depths of stone and sand. Footings
shall be recessed to receive the concrete block as shown on the
plans. The block shall be threaded through the vertical # 3's
and all voids in the block poured with concrete to the top of the
wall. The very top of the wall shall be evenly troweled with the
concrete to make a smooth finish. All concrete shall be 3 ,000
psi, 28 days and shall be Transit Mix.
The filter shall have a 6" PVC (SDR 35) underdrain as shown on
the plans. The pipe shall have two 3/4" holes drilled 90 degrees
apart and on the 45 degree bottom periphery of the pipe at 2' on
center to receive the filtered effluent and pipe it to the
chlorine contact chamber. Three sizes of washed stone shall
comprise the underdrain system: a 3" thick layer of 3/4" to 1 and
1/2" ; a 3" thick layer of 1/4" to 3/4" ; and a 3" layer of 1/8" to
1/4" . The sand shall be at least 2 feet in depth and shall be
special sewer filter sand with an effective size of 0.4 to 0.6
mm; a uniformity coefficient <3 .0 and a dust content less than
E - 1

0.5%. A sieve analysis from an acceptable laboratory will be
required on the sand before shipment and another sieve analysis
will be required from a sample from the bed.
The filter will also have a distribution system of pipes on top
of the sand to receive the dosing tank effluent. The pipe shall
be 6" PVC (SDR 35) underdrain as shown on the plans. The pipe
shall have two 3/4" holes drilled 90 degrees apart and on the 45
degree bottom periphery of the pipe at 2' on center. The
distribution system piping shall be placed on 18" wide by 2 and
1/2" thick concrete slabs. The piping will be attached or
anchored to the concrete slabs with 1" stainless steel bands or
standard ductile iron half-circle clamps and bolts - 3 bands or
clamps per 20'joint of pipe.
The chlorine contact chamber shall be a standard 1,000 gallon
precast septic tank resembling the type shown on Sheet 2 of the
plans. The precast septic tank shall be complete with a baffle
wall as shown on the plans to assure a good mix of the
chlorinated effluent. The tank shall also be complete with two
distribution or rectangular boxes on top of the tank whereby
ground access is given to the tanks. The influent access box
will have a Model 1000 Sanuril Tablet Chlorinator mounted on a
stainless steel shelf which is attached to the septic tank with
stainless steel bolts and braces to support the chlorinator. The
chlorinator shall be furnished with a 6 month's supply of
chlorine tablets (200 tablets) . The distribution or rectangular
boxes shall have removable lids approximately 6" above grade so
that easy access is available and no surface water can enter the
chlorine contact chamber.
3. PVC PIPE AND FITTINGS:
Polyvinyl chloride pipe shall be used for all drain lines and the
outfall line to the creek.
The PVC pipe shall be by Johns Manville Co. , Certain-Teed
Corporation, or an approved equal. The pipe and fittings shall
meet extra strength minimum of SDR-35 of the requirements of ASTM
Specification D3034-74 or the latest revision thereof. The PVC
pipe shall be gravity sewer pipe with integral wall bell and
spigot joints for the conveyance of domestic sewer. All pipe
shall be suitable for use as a gravity sewer conduit. Provision
must be made for contraction and expansion at each joint with a
rubber ring. The joint shall be tested in accordance with ASTM
D3212-73T "Joints for Drain and Sewer Plastic Pipe Using Flexible
Elastomeric Seals. " The minimum wall thickness for 8" pipe shall
be 0. 240 inches and for 12" pipe shall be 0. 360 inches. The use
of gaskets shall be employed for jointing pipe or fittings. No
solvent welds will be allowed.
E - 2

4. MORTAR:
All mortar shall be mixed with clean fresh water in clean water
boxes. No mortar shall be mixed on the ground or on the floors.
All mortar for sewer lines and manholes shall be composed of one
part Portland Cement and two parts of sand. Mortar Mix is not
allowed.
5. BRICK FOR MANHOLES:
All brick used shall be sound, hard, and tough common brick of a
quality conforming to the latest revision of the Standard
Specifications for Building Brick, C-62, grade MW, of the ASTM,
or the latest revision thereof. The brick shall be made from
clay or shale.
E - 3

METHODS OF CONSTRUCTION
1. GENERAL:
Construction of this project shall be done in accordance with the
Engineers plans, these specifications, and as directed by the
Engineer. Should conditions be encountered in the work which are
not covered by these specifications or where it would not be
practical or feasible to proceed with the work in strict
accordance with the specifications or plans, then the contractor
shall notify the Engineer and await instructions from him before
proceeding with the work.
2. EXCAVATION - EARTH:
The contractor shall make in open cut, to the lines and grades as
shown on the plans, all excavation required for structures, pipe
lines, building connections to sewers, and appurtenances. The
contractor shall provide all sheathing and bracing, drainage,
pumping, backfilling, and other incidental work necessary to the
safe prosecution of the work. On all structures, the surplus
excavation not required for backfilling around the structures
shall be disposed of in a manner satisfactory to the Engineer.
The Contractor will be responsible for all construction stakeout
to agree with the plans.
3 . TRENCHING AND TRIMMING:
The excavation between the sides of the trench must be of
sufficient width to permit the work to be done in the manner
specified. The bottom of all trenches shall have a clear width
of at least one foot wider than the external diameter of the
pipe. Whatever the nature of the ground will permit, the bottom
of the excavation shall have the shape and dimensions of the
outside of all pipes and structures; ample space shall be
provided in the trenches around the joints to enable the workers
to reach the pipe and properly make the joints. The pipe shall
be laid in a bed of washed stone with a minimum depth of 6" under
the pipe and the washed stone shall be poured around the pipe to
the top of the pipe before dirt is allowed as backfill.
4. SHORING:
Wherever necessary to prevent caving of the banks or injury to
workmen, pipe, work, or sludge drying bed, the contractor shall
at his own expense, brace and sheath the trenches or excavation
sufficiently to overcome the difficulties. If such sheathing and
bracing is left permanently in the trench or excavation by order
of the Engineer, it shall be cut off one foot below grade.
The Contractor shall comply with all aspects of the most recent
revisions of OSHA.
F - 1

5. CLEARING AND GRUBBING:
(A) Clearing - All trees, logs, brush, boulders, and other
objectionable material to the centerline of the telephone line
shall be removed and hauled off-site and properly disposed.
(B) Grubbing - All stumps and roots and other objectionable
matter shall be grubbed and removed off-site.
6. WATER IN TRENCHES:
Wherever groundwater is encountered, the contractor will be
required to install such equipment and carry on the construction
in such a manner as to provide the best possible laying
conditions. He shall remove all water which may be accumulated
or be found in the trenches or other excavations made under this
contract by pumping or bailing, and no pipe shall be laid until
such water has been removed from the trench. If groundwater is
encountered it will be required that at least 6" of washed stone
be placed in the trench to rid the trench of groundwater. The
contractor will not be permitted to drain water through the sewer
pipe. The ends of the pipe in the trench shall be kept closed
with a tight fitting plug to prevent washing of dirt or debris
into the sewer line. Water so removed from the trench must be
disposed of in such a manner as not to cause injury to public
health nor to public or private property, nor to the surface of
the street, nor cause any interference with the use of the
streets by the public.
7. BEDDING:
All sewer lines and structures shall be installed on a minimum of
6" of fine washed stone for stabilization and firm bedding. The
exact nature of the material to be excavated is not known. It is
proposed to use the stone as a stabilization and de-watering
process.
8. BACKFILLING:
For the depth of at least two feet over the top of the pipe, the
material used for backfilling trenches shall be clean earth, sand
or rock dust and washed stone under and around the pipe. The
space between the pipe and the bottom and sides of the trenches
shall be washed stone (#67 or equal) and packed full by hand and
thoroughly tamped with a light tamper, as fast as placed, up to
the level of the top of the pipe. The filling shall be carried
up evenly on both sides. The pipe shall then be covered
carefully to a depth of at least eighteen (18) inches above its
top, and at least one man engaged in tamping shall be provided.
The material shall be deposited carefully in the trench to avoid
injury to the sewer line. It shall be placed in layers that
shall not exceed six (6) inches in thickness (depending on what
F - 2

type of compaction techniques the Contractor is using) and each
layer shall be carefully and solidly tamped with appropriate
tools in such a manner as to avoid injury to or to disturb the
completed sewer. Compaction of at least 95% maximum density as
established by the Standard Proctor tests and in accordance with
the latest AASHO specifications for compaction. The contractor
will be required to furnish evidence of the percent compaction at
the contractors expense.
The foregoing applies in all cases where the sewer is laid under
or along the shoulders of streets and roadways, in sub-divided
sections, or in other places where compacting the trench
throughout its depth may be required; the remainder of the
trench, above an elevation of eighteen (18) inches higher than
the crown of the sewer, shall be backfilled with approved
material free from organic matter, no layer to be more than one
(1) foot thick and each layer to be thoroughly tamped with
rammers weighing not less than twenty ( 20) pounds, before another
layer is deposited. Surplus material shall be re-moved but the
contractor will be held responsible for replacing such material
where required due to subsequent settlement. Where the trench is
located in outlying districts, such as across farm lands, fields,
etc. , no tamping will be required above an elevation eighteen
(18) inches higher than the crown of the sewer.
No heavy rock shall be dropped into the trench until there is at
least three (3) feet of fill over the top of the sewer, and in
depositing rock in the trench, care must be taken that the rock
does not injure the structure. All spaces between pieces of rock
shall be filled with earth to insure there being no voids.
Where sheathing is drawn, all cavities remaining in or adjoining
the trench shall be solidly filled.
Backfilling within two (2) feet of manholes, catch basins, etc. ,
and other special structures shall be of selected material , free
from organic material and rock. It shall be uniformly deposited
on all sides and unless otherwise permitted, solidly tamped in
such a manner as to avoid injury to the structures or producing
unequal pressure on them. All backfilling compaction will be in
accordance with the above paragraphs.
9. ROCK:
All classifications are unclassified. The contractor will not
receive compensation for removing any rock. No soil borings have
been made on the project such that the extent of any rock is not
known. When rock excavation is necessary at the Contractor's
expense, the contractor shall excavate the same as near the neat
lines of the trench as practicable and he shall take all due
precautions in the pursuance of the work. He will be held
strictly responsible for all injury to life and the public and
F - 3

private property. Rock excavation shall extend six (6) inches
below the invert of the pipe.
10. EXISTING PIPES:
The contractor shall use every precaution to preserve intact all
existing pipes under the ground. Where one is damaged, he shall
repair or replace it immediately at his expense.
11. OBSTRUCTIONS TO TRAFFIC:
The excavated material shall be placed on one side of the trench
in such a manner as not to obstruct any drain or unnecessarily
obstruct any passageway. All street hydrants, water valve boxes,
fire alarm boxes, and letter boxes shall be kept accessible for
immediate use. At street crossings, the contractor must, when
necessary, provide a safe bridge with railings, to allow
pedestrians to cross the trench. The contractor shall provide,
without additional compensation, suitable temporary channels for
the water that may flow along or across the site of the work.
12. RATE OF PROGRESS:
Without permission from the Engineer, not more than 300 feet of
trench shall be opened in advance of the completed work in any
section, and in all cases, the work of excavation, pipe laying
and backfilling must move forward at approximately equal rates of
progress. Any exception to these requirements, over any
considerable length of time, must be with the consent of the
Engineer.
13 . TESTS:
The contractor, on completion of the pipe laying, shall
thoroughly clean by flushing and test all lines and manholes to
the satisfaction of the Engineer. The contractor shall furnish
the necessary equipment required by the Engineer for the purpose
of the tests. Any or all of the following tests may be made on
sewer after completion at the option of the Engineer:
a. When looking from one manhole to another toward a light, the
opening shall show circular.
b. Sewer shall be flushed and the appearance and velocity of the
water noted.
14. INFILTRATION LIMITS:
The allowable limit of ground water infiltration for the entire
system of new sewers of any one trunk, interceptor or outfall
sewer, including connecting laterals and house connections made
under this contract shall not exceed the following limits of
F - 4

infiltration rates for full acceptance:
10 gallons per inch of diameter of the sewer per mile of
sewer in 24 hours.
Measurement of the infiltration shall be made direct at the point
where the main enters the outfall line. This measurement shall
be made before sewage flows are allowed in the sewers. Under dry
soil conditions, the manhole shall be partially filled and the
volume of water in the manhole during the period of the test.
Other methods of testing may be required if there is an
accountable infiltration source.
Tests for both infiltration and exfiltration for all lines will
be required. The contractor will be required to use Air Testing
for the exfiltration tests. The test shall be as set forth in
ANSI-ASTM C 828-78 or other widely used, acceptable to the
contractors expense and shall be done in the presence of the
Engineer prior to acceptance by the Owner.
All infiltration tests shall be made by the contractor in the
presence of the Engineer. All expense of the above tests shall
be borne by the contractor.
15. SEEDING ALONG PROJECT RIGHT-OF-WAY:
All disturbed areas in the project will be seeded in the
following manner:
Seedbed Preparation - Areas to be brought to proper grade.
Limestone shall be applied and worked into the soil . Soil shall
be scarified to a depth of 5 inches except for cut slopes steeper
than 2: 1 . On cut slopes steeper than 2: 1 , surfaces shall be
scarified, grooved, trenched, punctured, or otherwise loosened to
form pockets, ridges or trenches in which seeding materials can
lodge. After scarifying, surface should be disc harrowed to
smooth up area. Seed and fertilizer should then be applied and
covered with drag harrow and gone over with cultipaker.
After seeding is completed, the area is to be cleared of rocks
and roots and then mulched with straw or other approved material.
When using straw, it is to be covered with a sufficient amount of
asphalt to hold it in place.
1. Apply agricultural lime at the rate of 2 tons/acre.
2 . Apply 10-10-10 commercial fertilizer at the rate of
900 lbs./acre.
3. Seed in accordance with the following schedule and
application rates:
DATE TYPE PLANTING RATE
Aug. 15 - Nov. 1 Tall Fescue 300 lbs./ac.
F - 5

* Nov. 1 - Mar. 1 Tall Fescue & 300 lbs./ac.
Abruzzi Rye 25 lbs./ac.
Mar. 1 - Apr. 15 Tall Fescue 300 lbs./ac.
Apr. 15 - Jul. 30 Hulled Common
Bermudagrass 30 lbs./ac.
Jul . 15 - Aug. 15 Tall Fescue & 300 lbs./ac.
Browntop Millet 35 lbs./ac.
OR Sorghum Sudan
Hybrids 30 lbs./ac.
4. Mulch with straw applied at the rate of 2 tons/acre.
* Heavily mulched during January - March period.
On cut and fill slopes steeper than 2"1 and 1/2 lb. Sericca
Lespedza per 100 sq. yds. . On fill slopes, add 1/2 lb. Grain Rye
per 100 sq. yds. .
If seeding is done between May 1 and September 1, add 1/2 lb.
Sudan Grass for protection of Fescue. Rye Grain on fill slopes
can be omitted during this period.
The amount of straw will vary from 80 lbs. to 120 lbs. per 100
sq. yds. . The actual amount is determined by visual inspection
so as to allow some sunlight to penetrate and air to circulate,
but also partially shade the ground and reduce erosion and
conserve moisture.
No seeding will be allowed to stand more than 24 hours without
being mulched.
No seeding shall be done when soil is too wet to work.
F - 6

•
SOC PRIORITY PROJECT: Yes No %
If Yes , SOC No.
To: Permits and Engineering Unit
Water Quality Section
• Attention: Charles Alvarez
Date: May 2 , 1995
NPDES STAFF REPORT AND RECOMMENDATION
Gaston County
Permit No. NC0075116
PART I - GENERAL INFORMATION
1 . Facility and Address : Mr. Wayne Fortner
Sante Mobile Home Park
3510 Kings Mountain Highway
Gastonia, N.C. 28052
2 . Date of Investigation: April 18 , 1995
3 . Report Prepared By: Samar Bou-Ghazale, Env . Engineer I
4 . Persons Contacted and Telephone Number: Mr. C. Wayne Fortner,
Owner; tel# [phone]
Directions to Site: From downtown Gastonia travel west on
Highway 29-74 . Approximately 0 . 4 mile beyond S .R. 1135 the
trailer park will be on the right (north) side of Highway 29-
74 .
6 . Discharge Point(s) . List for all discharge points :
Latitude: 35.15 ' 28" Longitude: 81.14' 52"
Attach a U. S .G. S . map extract and indicate treatment facility
site and discharge point on map.
U.S .G. S . Quad No. : F 14 SW U. S .G. S . Name: Gastonia North
7 . Site size and expansion are consistent with application?
Yes No If No, explain: N/A
8 . Topography (relationship to flood plain included) : Slopes
range from 3 to 7%. The septic tank is not in the flood
plain, but the sand filter appears to be in the flood plain.
9. Location of nearest dwelling: The nearest dwelling is
approximately 150 feet from the plant .

10 . Receiving stream or affected surface waters : Unnamed
tributary to Crowders Creek.
a. Classification: C
b. River Basin and Subbasin No. : Catawba; 03-08-37
c. Describe receiving stream features and pertinent
downstream uses : The receiving stream was approximately
8 feet wide and 2 to 3 inches deep at the time of
investigation. No other dischargers and/or intakes known
within a couple of miles of this discharge; there are
numerous discharges to Crowders Creek.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of wastewater to be permitted: 0 . 001 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? 0 . 001 MGD
c . Actual treatment capacity of the current facility
(current design capacity)? 0 . 001 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years : N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities : The
existing wastewater facility consists of a septic tank,
dosing tank and a subsurface sand filter.
Please provide a description of proposed wastewater treatment
facilities : N/A
g . Possible toxic impacts to surface waters : N/A
h. Pretreatment Program (POTWs only) : N/A
2 . Residuals handling and utilization/disposal scheme:
Sludge is removed by Leonard McSwain, a private septage
hauler.
3 . Treatment plant classification (attach completed rating
sheet) : Class I
4 . SIC Code(s) : 6515
Wastewater Code(s) of actual wastewater, not particular
facilities , i . e. , non-contact cooling water discharge from a
metal plating company would be 14, not 56 .

Primary: 08 Secondary:
Main Treatment Unit Code : 45007
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
N/A
2 . Special monitoring or limitations (including toxicity)
requests : N/A
3 . Important SOC, JOC or Compliance Schedule dates : (please
indicate) See part IV below.
4 . Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available. Please provide
regional perspective for each option evaluated.
Connection to Regional Sewer System: Not an economically
feasible alternative .
Spray irrigation: This option has not been evaluated.
However, the applicant owns approximately 15 acres of land
adjacent to the wastewater facilities .
Subsurface : This option is being evaluated through the Gaston
County Health Department . The owner will probably pursue this
alternative if the soil is found to be suitable.
5 . Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality, or groundwater : No AQ or GW concerns nor are
hazardous materials utilized at this facility.
PART IV - EVALUATION AND RECOMMENDATIONS
The wastewater treatment plant at Sante Mobile Home Park
consists of a septic tank and dosing tank. The effluent empties
into a subsurface sand filter bed.
No Discharge has been reported at the facility since January,
1991 .
In a meeting with Mr . Wayne Fortner held in the Mooresville
Regional Office on April 24, 1995 , the following schedule was
agreed on and is proposed to be included in the permit renewal .
1- Submit plans on or before August 1 , 1995 for rehabilitation of
existing facilities or construction of new wastewater treatment
facilities .
2- Commence construction of facilities on or before November 1 ,
1995 .

3- Complete construction and comply with final permit limits or
cease discharge on or before May 1, 1996 .
It is recommended that the permit be renewed and the above
schedule be included in the permit .
‘ ,C1-4-------
Signa/C ure of Rep rt Fr-parer
/
Water Quality Regi•yai Supervisor
cS/2/ Jr
Date

3907
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•
RATING'' SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
. Name of Facility: S4iTT mogizE //0''1L ' 4
Owner or Contact Person: C v'/4r'/c f 04'7 t'r' _
Mailing Address: 3 S 10 Ki '/65 MOciA/Tfli/ Hwy C?S/o"1i44/ /VG Z a'D 6 z
County: -7157-oA../ Telephone: 11, . 4- - ►/4-
Present Classification: New Facility Existing Facility ✓
NPDES Per. No. NC00`7 S I I i; Nondisc. Per. No.WQ Health•Dept.Per No.
Rated by: S4AW &0/1- (h59 Lc Telephone: 9O¢-66 ?-1699 Date: 4-
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: C - \AM7 l Grade: Alit AI Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) II III IV Total Points:
)4-PLANT PROCESSES AND RELATED CONT:CL EQUIPMENT WHICH ARF AN NTFGRAL PART OF NM Fl1RW PROrx TON Stiles 1 NTT RF
f;ONSIDERED WASTE TREATMENT FOR THE RPFOSE OF CLASS1F1CATiON.ALSO SEPTIC TANS SYSTEMS CONSISTING CNLY OF SEPTIC TAN(
AND GRAVITY MTRIFiCATICN LNES ARE DCEMPT FROM CLASSIFICATICN.
SLOSURFACE CLASSIFICATION SPRAY lRRIGATI0N MASSIF1CATM
(check all units that apply) (check all units that apply)
1, septic tanks 1, preliminary treatment (definition no. 32 )
2. pump tanks 2. lagoons
3. _ siphon or pump-dosing systems 3, ,septic tanks
4, sand fillers 4 pump tanks
5. grease trap/Interceptor 5. pumps
6 oi/watsr separators 6 sand filters
7 gravity subsurface treatment and disposal: trap/nterceptor
8., .pressure subsurface treatment and disposal: 11. oWwater separators
9, disinfection
10, chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications. pretreatment of wastewater In excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPUCATiON/RESIDUALS CLASSIFICATION(Apples only to permit holder)
1. Land application d biosolids,residuals or contaminated sods on a designated site.
WASTEWATER TREATMENT FACfUTY CLASSiFICAT104
The following systems shall be assigned a Class i dasallication,unless the flow is of a significant quantity or the technology is unusually
complex,to require consideration by the Commission on a case•bycase basis: (Check I Appropriate)
1. Oi/water Separator Systems consisting only of physical separation,pumps and disposal:
2_ Sepik Tank/Sand Fast Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, dsinfedion
and direct disdrrge: disinfection.necessary djen+iad treatment for
3._�Lagoon Systems consisting only of preliminary treatment,lagoons.pumps,
algae or nutrient control, and direct dadnrge;
4. Closed-loop Recycle Systems; • on adsorption, disinfection
5`_Groundwater Remedtatbn Systems consisting only of ollJw air�stater separators,pumps, upping.
and 6sposah
6.Aquaculture operations with discharge to surface waters:
7._Water Plant sludge handling and hack-wash water treatment;
6. Seafood processing consisting of screening and d•sosal. fitted alter July 1.
9. discharging Single-family disarging systems,with the exception d Aerobic Treatment Units,will be dassl led I perm
1993 or I upon inspedbn by the Division.It is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, In welling.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points) ,
ITEM POINTS
(1) industrial Prstaatners Units or industrial Pretreatment Propane(see dsnNtbn No.33)..».»............ .._....» 4
(2) DESIGN FLOW OF PLANT IN gpd(rot applicable to ren•oontaminatad cooing waters.Midge handing facilities
lam
gooier purification plans,totally d m
dosed cycle systes(w definition No.11),and facilities oonaistirc only
of(4xd) or Items (4)(d) and (11)(d)J
19
0 • 20.000.... ..__...»...»»...»_. �..�..._...»... ..»..»»... .. »».._.»....
• 20.001 - 50,000..r»»..». ..._�._... _ ..r .. ...M.....»....»�.. .._. 3
50,001 - 100.000 .... _..».».».».».» ....».... ».._ »__ .t
100.001 - 250.000......... ._..».._»�.�_... . .....»...»»». 5
250.001 - 500.000...._»...»...»..» .... ..-»«-._..__._».. ..�........»....._».._._............
500.001 - 1,000 000... »..»»»...».».....�.. »..�._..���___»' ._.»'..._.�_.._..... .» t 0
1.000.001 - 2.000up) rats
0 » to a maximum d .._._.__.»3 0
2.000.031 (and up) 1 pout oddtiand for each 200.003 gpd capacity up
Design Flow (god)
(3) PRtJMP4ARY UNITS/PROCESSES(see desrntion No.32)
Bar Screws 1
(a) Of
Salmons.Ss.Static Screens or Comminuting»Dwiws..__.___.__.-..._.__._..N.-.-»-_._._.....» 2
Grit Rommel 1
(a) or
ecfnanfol or Parried tart Removal....»��_ » ».. .»»»... ».. _..».».»:......»»..»_...... _.....» ?
(d). Flow A,Isas irhnp Owl=_....»...»...»__.__».._».»_..__..».»_»... _»._._._... .
or __ 2
(I) Instrumened Flow Meawrement...._.....».............»:---- ».._.._.» .. . .... ... 2
(9) Preseratlon.. ».. _. ..._».»..»....»....._».» .»....»._ ...__. 2
(h) Muent Row Equalization. »..»..». .._ ..._.....�» _». ...�.._..._..._ ._.�....»...» 2
(I) Grease or Oil Sepaatora Gravty. »-.-.»_....
kiochaniul »_..._..»_ ._.. . _..». �. _...»_..»..»..._»......»�..... .....µ.» a
Oleaoived Air Flotation.........._..... ..»..» _ ...
(I) Pradnbat rinbn »»...........__.._ ».._..._»....____»
».. 5
(4) PRINARYTREATIAENTINRSIPROCESSES ....». . »..
(a) Septic Tank (see definition No. 43).» ---»--»»
(b) Imhoff Tank..»...».._��.»....._.. . ...... .. ._..»�._ .�.....»_. .._............._..».»
(c) Primary Ponds or Sooting Tanb for Inorganic Non-toxic Mate-dais-
atedai ((sludge handing IscllRies for wet »..»5
(d 1 polSeatlination
el.store.and other mining operations except masationa activities gem
2
ptrrtiution pares.sand,gray ..»...._.».
or
(5) SECONDARY TR�boanaoeEuLNTSPROCESSES
_.. ...».».».�__$ »_..»._.._..» .».......r» _..».20
Cat
Stage
(I) Aeration-High Purity Oxygen System-----
Mechanical Air System (fixed. floating or rotor)_..»»__. .....»...........»._N t,
Separate Sedge R mansion.»».�_»......_....-_ -�.'-» __
(n) TticklIng Flier ___ __�» .7
High Rate.» __ _..5
Standard Rats.. _.._.--_--_-- »...._»..-.».
Packed Tower .5
». r .»-»- '•' _..5
(OPSlologlcal Aerated Flier or Aerated Biological flier _ _
I 0
(iv) Aerated Lagoons...----.---.-.------------------.1
...._...-..-..._........»_...........»_._....._......�-».....»................».10
(v) Rotating Biological Corradora..»..»» .»» .»".»...._... ...._ 2
(v1) Sand Fiten -Intermittent biologicaL..._ _. .»..»»
Recirculating biological. -��._.__.»..__5
21
M1 Stabilization Lagoons--_»_--________._...____« __._„...... .».5
R tyrilur.._»_..»_»_. d BOO and nitrogenous removal by
(bl)) Single stage system for combs ed carbonaceous removal
lirtfcatlon(nee definition No. 12)(Poirlts for this Um have to be Mn addition to Mons
(5)(a)(1) through (5)(00l). .2
waxing the extended aeration pnxwas(see definition No.3a) _-.-----•^--•-........»....a
MOWN other than the extended aeration process.. 5
la Nutrient additions to enhance BOO removal_...-__.--.-w�---- ---......^...5
(xi) Sbbglcai Culture ('Super Bugs•)addltion. ----^- .-
noun 0
(b) (II)) 9 ration - 14gh Putty Oxygen System w».»
(Mused Air Spawn._.....»_..__.. ..._.._»..._.... 0
Mechanical -.1 Air System (fixed. floating or rotor) 3
Separate Stodge Reaeratlon._- •-------»------- -'-.•.••.' ,,_»»..._..»_,.3
(II) Trickling Few-Nigh Rau .._-7
Standard Rate.. 5
Waled
Tower....... �1er. .--'-"- _.10
(II) Biological ated Flier or Mated Biological 10
(N) RotatingBiological correctors.... _......=_N-..- _-«.- -"•_..2
(v) sand Flier•intermittent biological--
Recirculating biological------.---- ��^ �1rt
) Dolor.._»._...._ ..._.--- - _^
(g) lERT1ARttORADV _
ANCEDTFEATTAE Ti,i P CE.nSEs
(a) At>dvated Colson
without carbon regeneration.------- - 1 s
ugh carbon regsneratbn. ---
(b) Powdered of Granular AcOrated Carbon Feet •
3
Mthoul carbon rogonefatbn -_= ......--5
with carbon regsneraflon_ "'•'
(o) Air a►bPInO- e--- ------------1s
Dentalcaffon --- .-.".__
)
I) Foam
trodalysla "' _- .r.._ •-..,----A
1) Separatbnt_ .Om _
(g) ion Exchange_ ---
(h) Lard Application d Treated Elrk»A(see definition No.22b)(rot applie*Er for sand,gravel asset i
and other stmttMr mining operations)by high rate Hntralon -�� .3
() Mkroscnena._ "- M dent No.2i)- ._..w•»..N.- ---- .--5
(�) Phosprorous Removal by Biologcal Processes(S �,_,-�
) Polishing Ponds - without aeration.... -.. ._r..»...»— _....._. _ _._ .2
wihaeration...._. •-_-----

(1) Post Aeration - cascade..._. _ 0
doused or mechanical..._.» 2
• (m) Rwos. Osmosia.. sees. ._..._»sees»._ ........_.... .»...» s
• • (n) Sand or Taxed-Media Fitars - low raw...
. , high rail....—... ..._......... ....»..»..............—. 5
(o) Treatment processes for removal of new or cyanid. ....«.«_......._......._..»......._......._................1 S
(P) treatment processes for removal of toxic materials other than metal or cyanide...—.----.—._____ 1 5
(7) SLUDGE TREATMENT
(a) Sludge Digestion Tank Heated (anaeroble)..»._ «» ._sees.»--....--._...._ 10
Aerobic ».....�...._.«..».»...«._.»...»............_...........».» S
Unheated(anaerobic)_... sees ._ .3
(b) Sludge Stabilization(chemical or thermal). .»_._...._...»»sees..»_..._. ._sees..»._._......»..».. S
(e) Sludge Drying Beds-Gravity 2
VacuumAssessed ..._...«.........».....»..__.».. _sees»»»......_...« ......._..._.» _sees»...».3
(d) Sludge Butriation._ _t..» ... .»».»...._..».»............»..sore.».»». .._.._ ......._«.._......5
(.) Sludge Conditioner (chemical or ermal) _ .._ ...»«.«._..»...«» S
(I) Sludge Thickener (gravity) 3
(g) Dissolved Air Flotation Unit (not applicable to a unit rated as (3)(i)]......__.»....»_._..._.»..«__.. 0
(h) Sludge Gas Utilization (including gas storage)....__._......_...._..._. .»._._s tees_.»» sees__...»..— 2
(I) Sludge Folding Tank - Aerated.. .»..._»..».. sees see s_ sees. »».. ..5
•
Nnsereed sees.. .» ....«....».._.............2
. (1) Sludge incinerator(not Including activated carbon regeneration)...._...»_.«. ......»....««..._...»......._.......10
• (k) Vacuum niter. Centrifuge.or niter Pass or other similar dewatering devices..________..._______ .10
(d) RESIDUALS UTILIZATION'DISPOSAL(inducing irndnerat.d ash)
' (a) Lagoon. «. .»..» .........»....».-. »...............2
...»sees«_._».. »........ ...
(b) Land Application(surface and subsuriace)(see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
•
or larndil permit 2
(c) Dedicated Landitl(burtal) by the p.rntt.e of the wastewater v.atmert facility__._ .—._....._....._.S
(a) . DEIPFECTENCZst/rRE� 8
(a)
(b) Dechiorfnation eta it /40/
(c) Ozone...»_..................»..»..»»._. ..........._.._..»».»......... __.......»_...r.. ..............»_...»».....5 Ca AISVUGT >
(d) Radiation.».»..._» sees ....«......_.»5
(10) CHEMICAL ADDITION SYSTEM(S)(see definition No.0)[not applicable to chemical additions need as Item(3)W.
(5)(a)(xl). (txa). (sxb). (7)(b). (7)(e). ($a). (9)(b) or (s)(e) 5 points each:
List
_»sees»»..........._..».»»..»_..»..»»«_...._...»..».._». .»»..3
.5
.5
(11) IRSCBIANEC L S I TSIPRDC S
(a) Holding Ponds.Holding Tanks or Settling Ponds for Organic or Toxic Materials traducing wastes from mining
operations containing nitrogen or phosphorus compounds in amounts significantly greater than is common
for domestic wastewater .....»..».««._......»»..»ores«....»sees»».»»....A
(b) Effluent Flow Equalization(rot applicable to storage basins which are inherent in land application eyoems).....2
(e) Stage Discharge (not applicable to storage basks inherent In land application systems) ..5
(d) Pumps .» »._........�......��........._. ...N....._.._3
»sees.»_�».
(s) Stand-By Power Supply...».......» _ _ -----3
(1) Thermal Pollution Control Device 3
TOTAL POWTS.----------... _...—._
CLASSFiC TO
lets-gd.I _.._»..._��._..». »see s_.__. ._._«.........Wm..........._ $-25 Points
II— sees 211-50 Points
Cans II . .._. ores»» ._»._...»_.»..»» .._.51-d5 Points
Clear N ell-Up Points
Facilities having a rating of one though bur points.Inclusive.do not require a milled operator.
Facilities having an actlated sludge process wfI to assigned a minimum daasMlraton d Chas IL
Facades having treatment proussa.s for the removal d metal or cyanide will be assigned a minimum chef laden d Cieas IL
Facilties hewing treasmerl processes for the biological removal d phosphorus WI to soared a minimum ciss.l os on of gees M.
£oat DEFWrTICHS
The following definitions steal apply throughout this Subchapter. •
(1)Aalv.ied Carbon Beds. A physicaLthemical method for reducing soluble organic materiel from wastewater effluent;The column-type beds used In this
method wit have a flow rate varylrg from two to eight pallors per minute per square bat and may be either uplbw or dowrdlow carbon beds. Carbon may or
may not be regenerated an the wastewater treatment plant sae;
(2)Aerated Lagoons. A basin In which at solids are maintained In suspension and by which Dbbgical oxidation or organic matter Is reduced through artrficialy
accelerated trends of oxygen on a flow-though bests;
(3)Aeration A proo.ss d bringing about intimate coned between air or nigh purity oxygen In a liquid by spraying. agitation or dlflusionx3a)Wended
Aeration. An*Pivoted sludge process utilizing a minimum hydraulic detention time et IS hours
(4)Aaiarat an y managed ste. Any site on whicha crop a produced.managed.and harvested(Crop ichdss grasses.grains.tress,.
tr+ eft):
(6)Ai Stripping. A process by which the ammonium ion is first convened to dissolved ammonia(pH ad(ustment)with the art:rwnta.thwt released to the
atmosphere by physical means;or other similar procews which remove petroleum products such as benzene.toluene,and xgene;.
(i)Carbon Regeneration. The regeneration of exhausted carton by the use d a furnace to provide extremely high t rpansures which vacate and oaken the
absorbed bloodies;
(7)Carbonaceous Stage. A staged wastewater treatment designed b achieve'secondary'effluent Ines;
(5)Cenbtugs. A mechanical device In which oartrtugal force is used to separate solids from liquids or b separate Squids of tffenrt dsnat'.is;
(0)Chemical Addition Systems The addition of chemical(s)to wastewater at an appkatlon point for purposes d krproving eolda removal.pH ad(wtnen4
sitainey cwtrb&etc.;the capability to expellent with different chemicals and aliment application points to achieve a ap.ctk result MI be considered one
system;the capability to add chomical(s)to dual urea we be rated as ore system;capability to add a chernial at a different application points(or dill.rent
purporas wfi ress*in the systems being rated as separate systems;
(10)Chemlal Sludge Cor i tloni g. The addition at a&arnica,compound such as Sme.ferric chiiodde.or a polymer to wet audits to coalesce the mass prior b
is application to a dewwring device;
(11) Closed Cycle Systems Use at holding porhds or hoidrg tanks for containment of wastewater containing inorganic,non-toxic materials from sand,gravel
crushed store or other similar operation Such systems shall carry a maximum d two points r.garntba d pumping facilities or any other appurtenances:
(12)Combined Removal of Carbonaceous BOO and Nitrogenous Removal by hBiikation-A shingle stage system required to achieve permit effluent tents on SOD
and ammonia nitrogen within the same biological reetsor;
(t3)Dechtorinatlon The partial or complete reduction of residual chorine Ina liquid by any chemical or physical process:
(14) Dentri icatlon Process. The comv.reton of nitrate-nitrogen b nitrogen gas;

/ . . , ,.
(15)Eksctrodafysk Process for removing Ionized Baas from or through the use of lost s.leahre ion eadhanq.membranes; :
•
(16)Filter Press. A process operated mechanically for patlafy d.watertnp nudge: escessrc.amounts a detergent mutton"thiouph
(17)Foam Separation. The penned frothing of oastewaier or wastewater effluent as a means of removing
the htroduabn of at in the form of fire bubbles:alao need loam fractionation;
(18)Grit Removal The process or removing grt and otter heavy mineral manor from wastewater:(19) Imhoff Tarr n
A deep two story wastewater tank consisting d an upper sedimentation chamber and a beer sludge digestion chamber.
(20) kstn.merssd Flow Measurement. A device which indicates and words rue of flow;
(21)ion Escharge. A chemical process in*NCI ions from two different molecules are exchanged:
(72( Sludge
application: method by which wet sludge may be applied to land eater by spraying on the surface or by subsurface injection
(a) •
Skodge Disposal A tied budge disposal described In(11)of this Rule):
�... at. plow):(not hep r tee of types of fledge d wastewater peso a land arse as a
p)Treated Mien. The process spraying treated wastewater onto a land area or other methods d application
nears of fins!disposal or treatment: conditions as a polishing method ter removing
Microsasern A low speed,oontrsaousty back-washed.rotating drum fief operating ating grave)
suspended goads from effluent; nitrrogen (moiety rowel;
Nitrification Procne- The biochemical conversion of unoxit ed Mvog.n(ammonia and organicnitrogen)
d n)erring err to o:idz.d nitrogen b citrate nitrogen;
Nitrogenous Stag.. A separate stage of wastewater treatment deigned for the sped purpose •
(gg) phosphate Removal,BlalogicaL The removal of phosphorus from wastewater by an cook/anoxic process designed to*Marc*luxury uptake of phosphorus
by the *' treatment with sufficient detention time to show seeing of finely suspended solids:
(27) Poet Aer Pond. A holdup pond following;secondary
(2$) Poet Aeration Aeration following eortv.rrtbnal s.cordary treatment units to increase effluent D.O.or for any other purpose:
(29) Post Aeration. (Cascade) A poiishiri method by which dssotved oxygen is added to the effluent by a nonmechanical.gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation d the cascade requires no operator
adustm.nt:thus,zero points are assigned even though this is an essential step 10 meeting the limits of the discharge pemnit:
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activat.d carbon; Virgin or'penned carbon is teed corny i d into the system;
(31) Prsaeatbnt. A tank constructed to provide aeration prior to primary treatment
(32)Preliminary Units. Uri operations In the Vuitton process.such as screening and comminution,that prepare the iquor for subsequent major operations;
(33) industrial Pretreatment. to remove or b neutralize wbstarew injurious to sewers and
(a) Pre-treatment Licit. Industrial. The conditioning of a waste at Ma sou=before discharge, as f ous to
wastewater
treatment processes or to Sled a partial reduction in load on the treatment process which is operated by the same governing body
treatment plant being rated: to receive points an the ratlrtp slot:
0)Pr► musttntatment Program,industrial•must be a State or EPA required program
(34) Primary Clarifiers. The fist s.IOng tanks through which tuaatwwatr is passed in a treatment worts for the purpose of removing settleable and suspended
solids and 800 which Is aesoCat.d with the edicts;
(35) Pumps Al influent.effluent and in•plart Pumps;
(36)Radiation Disinfection or aerffization process utilizing devices smalin0 ultraviolet of gamma rays; liquid(37)Reverse Osmosis. A treatrterm process In which a heavy contaminated liquid is prsssurtzed through a membrane
fortnMhg Marty
pure
tee.from
suspended solids:
(38) Rotating Btobgkal Contractors. A flied biological growth process in which wastewater novae thought tanks In which a series of wildly submerged circular
surfaces are rotated;
(39)Sand Filters: k or some other trteaaern*nt process In which further bbd*oompodtbn k
(a) irtamnMnt Biological. Filtration of effluent folbwkng septic tarns, lagoae•expected to produce desired effluents;Hydraulic loading rates on these filters an computed in;caw arid have sresulting low gpmest (lees than one);
b) R.circuicirg biological-the same type of sand fitter as defined in Subparagraph(38)(a)of this Rule with the added capability to recycle effluent back
through hise sand fitter;
(40)Sand orr Mixed-AAeda Filters. A poisNng process by which effluent Omits are achieved through a further reduction of suspended molds:
(a)low rata—gravity,hydrauically loaded their with loading rates In the one to three gprrvsl range: rate erhl mooed three Md:
high rate—a pressure.hydraulically loaded filter with baring rates In the five gpmvd rang*:At any ate.the loadinggorW the
(41))Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated
biological treatment units: whom the activated stodge Iskara'ferrsd toa tank and aerated before returning a
(42) Separate Sludge Restoration. A part of the contact stabilization process w
to the contact basin; the tank:shall not be amicable hoe
(43) Septic Tank. Wring single-story ng tank in which settled sludge is in crthe w
sad with astewater flowing through
"optic tank systems seeping single family residences having capacity of 2.000 gallons or less which diocharge to a rankatbn W��Irmo more
le net
(44)Sludge Digestion. The process by which organic or volatile matter and'ludo*Is gasified,'quelled
mineralized orthough the actinty of living organisms. which includes aerated holding tanks; is dried by desktop'and
(45)Sludge Dry rug Beds. An area oomprlsirp natural orartaikial Layers d
porous materials up on which agreedsludgesewage sl+d
evaporation; with fresh ester or plans effluent:
(47)Sludge Utilization.
A process of sludge using sewageg in which certain purpose
o n stir but engines.
(47)Sludge Gm UUlTatbn. The dandprocess a gas for the purpce. In which sludge may be
(4a)Sludge Holding Tank(Aerated and Nona.natad). A tank utilized for amhat wastewater treatment plants red c retaining a dlggc>w
kept fresh,and aupernatati wthdrawn prior to a drying method(Le.budge drying beds);This may be done by adding a small amount a at simply to keep the
sludge trash,but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to d*watering and would rot above song periods(several days of detention) without resulting odor problems;
(49)Sludge incinerators. A furnace designed to bum sludge and to remove all moisture and combustbi materials and reduce the sludge to a Serie ash;
(50)Sludge Stabilization(Chemical or Thermal). A moose'to male treated sludge less odorous and putre.cble.and to redon the pathogenic organism
portent;This may be done by pH adjustment. chlorin amino.or by heat treatment: lost and gravity;
(51)Sludge Thickener. A type of sedimentation tank In which the sludge Is permitted to settle and thicken through'citation(52)Stabilization Lagoon. A type ofoxidation lagoon In wRidh biological oxidation oforganic matter is effected by natural treader of oxygen o the watt from
ool
);
air (not a 8y P pSupp On site or portable electrical generating( StaticStand-By Power Supply.
(54)) Screens. A stationery screen designed to remove solid'.kcloding non•bktdsprndabl*particulate(lbatable solid',suspended solar and
SOD
reduction)front municipal and industrial wastewater treatment systems: d pig;A eating lapoom or lard at coal fir
(663 Tertiary Treatment- A.stags d treatment following w wing s. ndary which Is pOffalyf or the purpose
thight be employed for this purpose: foe the transfer of teat from a fluid flaring in tubes to another fluid outside the tubes,or vto.versa;(it)Thermal Pollution Control Device. A device provickva
or other means of regulating Oquld terrpentufs: whichheat Is added for a provided period d Ins b ktprttve tie dewratenttD■ty of Sludge by the
(i7)Thermal Sludge Cortatlorer. A oondRionMhp process by��sludge D��: .
aokbilzfng and hydrautzing of the smaller and more highly bysports eMidh alter di/Marge and upon exposure.Ingestion.Inhalation
(6$)Tonic Materials. Those wastes or oorrtbinallon*d wastes.Including disease-causing sW thou food chairs, gs and i death, k�i4Oer
or assimilation Into any organism,ether directly from the environment or ktduscdy by IngestiondacCOLISO death.donee,such a anima r their
sbncumalaies.cams.genetic mutatbre.physiological malfunctions (incudirg maturctiore in reproduction)or physical
offspring;Toxic materials frdude.by wiry of ivaratton and rot imaatlorr Mad,cadmium.chromium.mercury,vanadium,arsenic.zinc,onho•nero•chiorob.rurn.
(ONCB),polyaliohtaisd bipheelyk(PCBs)and ddtbrod¢fsnnyl irfchloroathane(DDT);and any other materials that have or may hereafter be determined to have
(5 Trickling Fier. A biological treaLnem unit consisting of a material such as broken bone or rock over what wastewater Is dldrbuted:A high ate bidding
titer Is one which operated at between 10 and 30 mod per acre. A low rate tricidng liar is one which is designed to operate at one to tour mgd per ace:
(60)Triltkg Fir(Packed Tower). A plug flow type Of operation In which wastewater flows down through succ�«layers"secondarrquality
uadia or a ate material;
Organic
at merial la removed corthuatgrowth y by the active biological!heed in each successive layer. This method may p
e
)Vacuum Far,Cars or Maradaoted to produce a Muted effluent;
at Presses. Devices witch are desid»d to remove excess eater from either digested r undigested sludge prior to deposal
Of)hither tnomera.

State of North Carolina
- ' --'partment of Environment,
Alti
y Wl
Health and Natural-Resources ` • i
Division of Environmental Manogement bV r
rJ •
James B. Hunt,Jr.,Governor C .. - WE
Jonathan B. Howes, Secretary E -, ' -
, ,,1 rA. Preston Howard,Jr., P.E., Director
-+\', MAR P, 1195
<I)
' - hp..mf d 3r E•r'' '': 11.11 t".?ki,AGEMENT
yca;,ie.LLE i'::-: ^.<L rLFICE
March 27, 1995 _
Mr. Wayne Fortner Subject: NPDES Permit Application
C. Wayne Fortner NPDES Permit NO.NC0075116
3510 Kings Mountain Hwy Sante Mobile Home Park
GAstonia, NC 28052
Dear Mr. Fortner Gaston County
�.,.
This is to acknowledge receipt of the following documents on March 21, 1995:
II Application Form
Engineering Proposal (for proposed control facilities) ,
Request for permit renewal, _
Application Processing Fee of $240.00,
- Engineering Economics Alternatives Analysis, -
- Local Government Signoff,
Source Reduction and Recycling,
, Interbasin Transfer,
Other ,
The items checked below are needed before review can begin: -
_ Application Form ,
- Engineering proposal (see attachment) ,
- Application Processing Fee of
- Delegation of Authority. (see attached)
, Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis, •
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
. Other
P.O.Sex 29535.Raleigh,North CorOGno 27626-0535 Telephone [phone] FAX [phone]
- An Equal-Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper
.^ .. -.

ir,..7„ :„„.„: !.., ,,-, ,,,:l...,..,..,..__:::,,,,,,,,,, ,:.. ..,,,.,,,,-, .. _ ,,......,,,... .._,,,,., . . ... . _- : .s,,--:- ., 7.,_, .. „.-,
e#:
.....,
;:
v.4....,..4. ,.•°*1-,k'
Sr
f , If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete.
4 This application has been assigned to Charles Alvarez
_ (919/733-5083) of our Permits Unit for review. You will be advisea of any a,
comments recommendations, questions or other information necessary for the %
,, =; review of the application. a;,
I am, bycopyrequesting g} of this letter, re uestin that our Regional Office
Supervisor prepare a staff report and recommendations regarding this s
dischar e. If g you have any questions regarding this applications,
pplease contact the review person listed above.
> Sincerely,
«-,,jti 4t
'- — 6, Coleen H. Sullins, P.E.
CC: Mooresville Regional Office
x
der a - •
9M�

. .
For Agency Use Only
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES APPLICATION NUMBER
DIVISION OF ENVIRONMENTAL MANAGEMENT j N c 0 017 5-1 1 I C
NATIONAL POLLUTANT DISCHARGE DATE RECEIVED
ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE Q�SHORTFORMD 5-'91-
,,,, -- nn�
TO BE FILED BY ALL DOMESTIC WASTE DISCHARGES NOT COVERED BY
STD. FORM A OR SHORT FORM A
1. Mailing address of applicant: ,,
A. Name 1&)
Pe �Jr—rl-le C P.M. m i4 P.-
B. Street Address cg 6 3 0 Co b/e S(.
C. City lr'-9 S"fia p 1 j ,C, Zip Code 2 e o S{v
D. Telephone No. 96 ifg /S://4
2. Location of Facility producing discharge:
A. Street Address and State Road ar 35.% v K.-'f S HITir. p/44.1 -
B. City S1-p,-)14 County )/9 j/�u r Cr]
' C"
D. Facility Contact and Telephone S W- (..)4!, r e F.)/Tr,e,- O 6 (0 1/�' =
3. This NPDES Permit application applies to which of the following: N., co"
A. New or Proposed B. Existing unpermitted ,r.i"
C. Existing Renewal �G..- D. Modification ." I''
E. Renewal w/Modification -J ' + C..
Description of Modification =
4. Check Type of Facility Producing Discharge:
A. Industrial Number of Employees
B. Commercial Number of Employees
C. Residential J" Number of Residences
D. School Number of Student/Staff
E. Other
5. Description of existing treatment facilities,if applicable: S.4 J,, .Sps-r,.�, -36. Name of receiving water or waters: Crow J.erS Cree-K
7. Type of wastewater discharged to surface waters only(check as applicable):
Design Flow in MGD ,
Domestic
Cooling Water
Other(specify):

8. Type of wastewater discharged to places other than surface waters
(check as applicable):
Design Flow in MGD
Process Water
Domestic
Cooling Water
Other(specify):
9. Number of separate discharge points (outfalls): I
10. Does your discharge contain or is it possible to contain one or more of the following substances added as a result of your operation,
activities or processes: ammonia, cyanide, aluminum, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc,
phenols, oil and grease, and chlorine(residual). Yes i." No.
I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such
information is true, complete, and accurate.
14)4 ,-T)v
Printed Name of Person Signing
OW n1e�
Title
Signature of A icant Date
North Carolina General Statute 143-215.6B(i)provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, or other document files
or required to be maintained under Article 21 or regulations of Environmental Management Commission implementing that Article,or who falsifies,
tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article
21 or regulations of the Environmentai Management Commission implementing that Article,shall be guilty of a misdemeanor punishable by a fine
not to exceed $10,000,or by imprisonment not to exceed six months, or both. (18 U.S.C.Section 1001 provides a punishment by a fine of not
more than 410,000 or imprisonment not more than 5 years,or both,for a similar offense.)
Completed application should be mailed to the following address with-the appropriate processing fee:
Division of Environmental Management
NPDES Permit Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535

.
/11
lif
State of North Carolina
Department of Environment,Health and Natural Resources
Di ' ' off�Environmental Management
512 NortfNi�E,'.�`1`'ltte.i. orth Carolina 27626-0535
& NATURAL RESOURCES
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
JUN 27 1994 February 5, 1993
1
C. Wayne Fortner DIVISION OF ENVIRONMENTAL MANAGEMENT
3510 Kings Mountain HighwayOGRLSVILLE REGIONAL OFFICE
Gastonia, NC 28052
Subject: NPDES No. NC0075116
C. Wayne Fortner
formerly issued to
William L. Jackson
Gaston County
Dear Mr. Fortner:
In accordance with your request received January 11, 1993, we are forwarding
herewith the subject permit now issued to C. Wayne Fortner. The only changes in this permit
are in name and ownership as well as update the permit to current DEM regulations. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1
and the Memorandum of Agreement between North Carolina and the U. S. Environmental
Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this
permit are unacceptable to you, you have the right to an adjudicatory hearing upon written
request within thirty (30) days following receipt of this letter. This request must be in the
form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North
Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding.
Please take notice that this permit is not transferable. Part II, E.4. addresses the
requirements to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•
•
If you have any questions concerning this permit, please contact Mr. Mack Wiggins at
telephone number 919/733-5083.
Sincerely,
Original Signed BY
Coleen H. Sullins
A. Preston Howard, Jr., P.E.
cc: Mr. Jim Patrick, EPA
Mooresville Regional Office
Compliance
Central Files
Technical Support Branch
Kim Brantley

Permit No. NC0075116
•
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
C. Wayne Fortner
is hereby authorized to discharge wastewater from a facility located at
Sante Mobile Home Park
3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as an unnamed tributary to Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective February 5, 1993
This permit and the authorization to discharge shall expire at midnight on April 30, 1994
Signed this day February 5, 1993
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr., Acting Director
Division of Environmental Management
By Authority of the Environmental Management Commission

• Permit No. NC0075116
SUPPLEMENT TO PERMIT COVER SHEET
• C.Wayne Fortner
is hereby authorized to:
1. Continue to operate an existing wastewater treatment system consisting of a septic tank,dosing
tank and sand filter located at Sante Mobile Home Park, 3510 Kings Mountain Highway,
Gastonia,Gaston County (See Part III of this Permit), and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
construct and operate additional facilities needed to comply with the final effluent limitations and
conditions of this permit(See Part III of this permit),and
3. Discharge from said treatment works at the location specified on the attached map into an unnamed
tributary to Crowders Creek which is classified Class C waters in the Catawba River Basin.

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A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0075116
During the period beginning on the effective date of the permit and lasting until expiration,the Permittee is authorized to discharge from
outfall(s)serial number 001. Such discharges shall be limited and monitored by the pern ittee as specified below:
Effluent Characteristic. Discharge Llmitationo Monitorina Requirements
Measurement SamDie 'SamDie
Monthly Avg Weekly Avg. Daily Max Freauency Type Location
Flow 0.001 WM Weekly Instantaneous I or E
BOD, 5 day, 20°C 15',0 mg/I 22.5 mg/I 2/Month Grab E
Total Suspended Residue 30.0 mg/I 45.0 mg/I 2/Month Grab E
NH3 as N 4:0 mg/I 2/Month Grab E .
Dissolved Oxygen** Weekly Grab E
Fecal Coliform (geometric mean) 200.0/100 ml 400.0 /100 ml 2/Month Grab E
Total Residual Chlorine Daily Grab E
Temperature Weekly Grab E
* Sample locations:E-Effluent,I-Influent
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

•
•
PART I
• Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1of14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
,SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management,Department of Environment,Health and
Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act, as amended, 33
USC 1251, et. seq.
5. Mass/Dv Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured,divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge"is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge"is the total mass (weight)of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured,divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Part II
. Page 3 of 14
f
7. permit is the 24 hours average flow,
•
expressed in this total daily flows ecord
a. Flow, ed monthly.
y.ThIt is determ flow lined ast d the arithmetic mean of
the averaged monthly.
during the calendar month• floes,taken at the time of sampling
eous flow measurement" is a measure Ve f�the total discharge.
b. Anh"instantaneous the sample and flow will be repro which
when both a flow from the facility
occu
lion throughout the operating hours of the facility.o ow
of discharge c. A"continuous flowwithouttcrNp is a measure infrequent times when there may
shall continually continually except for the
shall infrequent mo maintenance activities on the flow device.
or for
8 -r..p of SamD
Composite Sample: A composite sample shall consist of: period of
a. �� equal time intervals over a 24 hour pc.
a series a grab samples collected at
(1) combined proportional to the rate of flow measured at the time of
discharge and P period with the time
individual sample collection,orgallons passing the
grab samples of equal volume collac�res L g
(2) a series of samples determined by preset
t numberers of gaall tbeo determined e
y
intervals petween present gallon intervalsh between sample
use o sampling flow
recorderFlow measurement totalizer,
otal enr band the
sampleflow at the treatment
use of a flow th n 1/24 f the xpected total daily
collection fixed at no greater to the rate of
system, or sample collected over a 24 hour period proportional
(3) a single,continuous
flow. influent grab samples shall be no
the time interval between b samples be no
greater accordance once
p per above, time interval between effluent
err having a samples
shall time
than once hour, and the
of
grab be at
greater than than 24 per hour In suchept at cases,
effluent
flu nt gr b samples sy in
maybe number collectede hoursa to timee
greater evenlyspaced hours.overn cases, effl which are equalthe time interval
intervals the 24 hour periodHowever,in no case may less
detention time of the system in be greater days.ix(6)hours nor the number of samples
between effluent grab samples be ere
than four(4)during a 24 hour sampling period. period of time not
samples are individual samples collected over rab samples must of
b. xce dingSample:5 inuGra same grab sample can be taken manually.
be
exceeding 15 minutes; the or the receiving waters.
representative of the discharge[ set of values is the summation of the
9.
dividedtaaraill
by the number of individual values.
a Arithmetic Mean: The arithmetic mean ofany product of
individual values of the
geometric mean of any set of values is the Nth rootgeometric
equal to the number of individual values. The
b. Geometric Mean: The ganthms . due
meanthe individualiivaluesenttowhere N is fthe arithmetic mean of the logarithms
of zerofthe(0)i shall b:
is equivalent s o a culating the geometric mean,
valuesvalues. For purposes
considered to be one(1).

Part II
Page 5 of 14
•
Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed $125,000.
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use
or disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability •
Except as provided in permit conditions on "Bypassing" (Part II, C-4) and "Power Failures"
(Part II, C-7), nothing in this permit shall be construed to relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-
215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities,liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal
property,or any exclusive privileges, nor does it authorize any injury to private property or any
invasion of personal rights, nor any infringement of Federal, State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid,the application
of such provision to other circumstances,and the remainder of this permit, shall not be affected
thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists
for modifying, revoking and reissuing, or terminating this permit or to determine compliance
with this permit. The permittee shall also furnish to the Permit Issuing Authority upon
request,copies of records required to be kept by this permit.

•
Part II
Page 7 of 14
c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify,under penalty of law,that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of
the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for
knowing violations."
12. permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request by the permittee for a permit modification,revocation and reissuance,or termination,
or a notification of planned changes or anticipated noncompliance does not stay any permit
condition.
13. Permit Modification.Revocation and Reissuance.or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit,revoking and reissuing the permit,or terminating the permit as allowed
by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts
122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive authority to operate this facility arises under this permit. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions,requirements, terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification Commission.
The permittee must also employ a certified back-up operator of the appropriate type and any
grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least
daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A .0202. Once the facility is classified,the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are 50%complete.

Part III Permit No. NC0075116
E. Chlorine disinfection shall be added to the treatment facility within 120 days of the issuance of
this permit.An Authorization to Construct must be requested and received from the Division of
Environmental Management prior to any construction.

•
•
PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in
accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to
revoke the permit.

voit
NA,TaURAL
* M�NITY 1)
LV• x1f)PMEINT e`` or
r FES 4 1992 1.47
6-(454ty
fv1
U' DIVISION OF E,��V(.�^G;
MOORESVILLE FiCk i�q(t+ANAGEMEIIaj
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street•Raleigh,North Carolina 27626-0535
James G. Martin, Governor George T. Everett,Ph.D.
William W. Cobey,Jr., Secretary Director
January 30, 1992
k.
Mr. W. L. Jackson
Rt
Bessemer City, NC 28016
Subject: NPDES No. NC0075116
William L. Jackson
formerly issued to
Vratislav Draha
Gaston County
Dear Mr. Jackson:
In accordance with your request received August 14, 1991, we are forwarding
z herewith the subject permit now issued to William L. Jackson. The only changes in this permit
are in name and ownership as well as update the permit to current DEM regulations. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1
and the Memorandum of Agreement between North Carolina and the U. S. Environmental
Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this
permit are unacceptable to you, you have the right to an adjudicatory hearing upon written
request within thirty (30) days following receipt of this letter. This request must be in the
form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North
Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding.
Please take notice that this permit is not transferable. Part II, E.4. addresses the
requirements to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•
If you have any questions concerning this permit, please contact Mr. Mack Wiggins at
telephone number 919/733-5083.
Sincerely,
Original signed by
Dale Overcasts for
George T. Everett
Director
cc: Mr. Jim Patrick, EPA
oldmiumilismitipaPRPRIPROt
Compliance
Central Files
Technical Support Branch

Permit No. NC0075116
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
William L. Jackson
is hereby authorized to discharge wastewater from a facility located at
Sante Mobile Home Park
• 3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as an unnamed tributary to Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective January 30, 1992
This permit and the authorization to discharge shall expire at midnight on April 30, 1994
Signed this day January 30, 1992
Original signed by
Dale Overcast) tor
George T. Everett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

•
Permit No. NC0075116
SUPPLEMENT TO PERMIT COVER SHEET
William L. Jackson
is hereby authorized to:
1. Continue to operate an existing wastewater treatment system consisting of a septic tank,dosing
tank, and sand filter located at Sante Mobile Home Park, 3510 Kings Mountain Highway,
Gastonia, Gaston County (See Part III of this Permit), and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
construct and operate additional facilities needed to comply with the final effluent limitations and
conditions of this permit (See Part III of this permit), and
3. Discharge from said treatment works at the location specified on the attached map into an unnamed
tributary to Crowders Creek which is classified Class C waters in the Catawba River Basin.

•
•
•
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A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0075116
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample 'Sample
Monthly Avg. Weekly Avg. Daily Max Frequency Type Location
Flow 0.001 MGD Weekly Instantaneous I or E
BOD, 5 day, 20°C 15.0 mg/I 22.5 mg/I 2/Month Grab E
Total Suspended Residue 30.0 mg/I 45.0 mg/I 2/Month Grab E
NH3 as N 4.0 mg/I 6.0 mg/I 2/Month Grab E
Dissolved Oxygen" Weekly Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml 2/Month Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature Weekly Grab E, U, D
Conductivity Weekly Grab U, D
* Sample locations: E-Effluent,I - Influent, U-Upstream,D - Downstream
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

PARTI
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the
permit unless specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of
compliance, the permittee shall submit either a report of progress or, in the case of specific
actions being required by identified dates,a written notice of compliance or noncompliance.
In the latter case, the notice shall include the cause of noncompliance, any remedial actions
taken, and the probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Environment,Health
and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act,as amended,
33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or
measured during such month. It is therefore, an arithmetic mean found by adding the
weights of the pollutant found each day of the month and then dividing this sum by the
number of days the tests were reported. The limitation is identified as "Monthly
Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar week(Sunday- Saturday)on which daily
discharges are sampled and measured, divided by the number of daily discharges
sampled and/or measured during such week. It is, therefore, an arithmetic mean found
by adding the weights of pollutants found each day of the week and then dividing this
sum by the number of days the tests were reported. This limitation is identified as
"Weekly Average"in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged
during a calendar day. If only one sample is taken during any calendar day the weight
of pollutant calculated from it is the "maximum daily discharge." This limitation is
identified as "Daily Maximum,"in Part I of the permit.

• Part II
Page 2 of 14
d. The"average annual discharge"is defined as the total mass of all daily discharges
sampled and/or measured during the calendar year on which daily discharges are
sampled and measured,divided by the number of daily discharges sampled and/or
measured during such year. It is,therefore,an arithmetic mean found by adding the
weights of pollutants found each day of the year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as "Annual Average"
in Part I of the permit.
6. Concentration Measurement
a. The "average monthly concentration,"other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
month on which daily discharges are sampled and measured,divided by the number of
daily discharges sampled and/or measured during such month (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day. The average
monthly count for fecal coliform bacteria is the geometric mean of the counts for
samples collected during a calendar month. This limitation is identified as "Monthly
Average" under"Other Units"in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
week(Sunday/Saturday)on which daily discharges are sampled and measured divided
by the number of daily discharges sampled and/or measured during such week
(arithmetic mean of the daily concentration values). The daily concentration value is
equal to the concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during that
calendar day. The average weekly count for fecal coliform bacteria is the geometric
mean of the counts for samples collected during a calendar week. This limitation is
identified as "Weekly Average" under"Other Units"in Part I of the permit.
c. The "maximum daily concentration"is the concentration of a pollutant discharge during
a calendar day. If only one sample is taken during any calendar day the concentration
of pollutant calculated from it is the "Maximum Daily Concentration". It is identified
as "Daily Maximum" under"Other Units"in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria,is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar
year on which daily discharges are sampled and measured divided by the number of
daily discharges sampled and/or measured during such year (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day . The average
yearly count for fecal coliform bacteria is the geometric mean of the counts for samples
collected during a calendar year.
e. The"daily average concentration" (for dissolved oxygen)is the minimum allowable
amount of dissolved oxygen required to be available in the effluent prior to discharge
averaged over a calendar day. If only one dissolved oxygen sample is taken over a
calendar day,the sample is considered to be the "daily average concentration" for the
discharge. It is identified as "daily average"in the text of Part I.

Part II
Page 3 of 14
f. The "quarterly average concentration" is the average of all samples taken over a
calendar quarter. It is identified as "Quarterly Average Limitation"in the text of Part I
of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March,April through June,July through September,and October through December.
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows
recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of
sampling, when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility
which occurs continually without interruption throughout the operating hours of the
facility. Flow shall be monitored continually except for the infrequent times when
there may be no flow or for infrequent maintenance activities on the flow device.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection,or
(2) a series of grab samples of equal volume collected over a 24 hour period with the
time intervals between samples determined by a preset number of gallons passing
the sampling point. Flow measurement between sample intervals shall be
determined by use of a flow recorder and totalizer, and the present gallon interval
between sample collection fixed at no greater than 1/24 of the expected total daily
flow at the treatment system,or
(3) a single, continuous sample collected over a 24 hour period proportional
to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be
no greater than once per hour, and the time interval between effluent grab samples shall
be no greater than once per hour except at wastewater treatment systems having a
detention time of greater than 24 hours. In such cases, effluent grab samples may be
collected at time intervals evenly spaced over the 24 hour period which are equal in
number of hours to the detention time of the system in number of days. However, in
no case may the time interval between effluent grab samples be greater than six (6)
hours nor the number of samples less than four(4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.

Part II
Page 4 of 14
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the
product of the individual values where N is equal to the number of individual values.
The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms
of the individual values. For purposes of calculating the geometric mean, values of
zero (0) shall be considered to be one(1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective
flows.
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that
reasonably represents the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant
to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(l)of the Clean Water
Act.
SECTION B. GENERAL CONDITIONS
1. puty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for
permit termination, revocation and reissuance, or modification; or denial of a permit
renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for
sewage sludge use or disposal established under section 405(d)of the Clean Water Act
within the time provided in the regulations that establish these standards or
prohibitions, even if the permit has not yet been modified to incorporate the
requirement.
b. The Clean Water Act provides that any person who violates a permit condition is
subject to a civil penalty not to exceed$25,000 per day for each violation.
Any person who negligently violates any permit condition is subject to criminal
penalties of$2,500 to$25,000 per day of violation,or imprisonment for not more than
1 year, or both. Any person who knowingly violates permit conditions is subject to
criminal penalties of$5,000 to $50,000 per day of violation, or imprisonment for not
more than 3 years, or both. Also, any person who violates a permit condition may be
assessed an administrative penalty not to exceed $10,000 per violation with the
maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33
U.S.C. 1319 and 40 CFR 122.41 (a)]

Part II
Page 5 of 14
c. Under state law, a daily civil penalty of not more than ten thousand dollars ($10,000)
per violation may be assessed against any person who violates or fails to act in
accordance with the terms, conditions, or requirements of a permit. [Ref: North
Carolina General Statutes § 143-215.6(a)]
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in
violation of this permit which has a reasonable likelihood of adversely affecting human
health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C.4.) and "Power
Failures" (Part II, C.7.),nothing in this permit shall be construed to relieve the permittee
from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS
143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the
permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or
relieve the permittee from any responsibilities,liabilities,or penalties to which the permittee
is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act,
33 USG 1321. Furthermore,the permittee is responsible for consequential damages, such
as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal
property, or any exclusive privileges,nor does it authorize any injury to private property or
any invasion of personal rights, nor any infringement of Federal, State or local laws or
regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore
physical structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the
application of such provision to other circumstances, and the remainder of this permit, shall
not be affected thereby.

Part II
Page 6 of 14
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority,within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause
exists for modifying,revoking and reissuing,or terminating this permit or to determine
compliance with this permit. The permittee shall also furnish to the Permit Issuing
Authority upon request,copies of records required to be kept by this permit.
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration
date of this permit,the permittee must apply for and obtain a new permit.
10.expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date,the permittee shall submit
such information, forms, and fees as are required by the agency authorized to issue permits
no later than 180 days prior to the expiration date. Any discharge that has not requested
renewal at least 180 days prior to expiration, or any discharge that does not have a permit
after the expiration and has not requested renewal at least 180 days prior to expiration,will
subject the permittee to enforcement procedures as provided in NCGS 143-215.6 and 33
USC 1251 et. seq.
11. Signatory Requirements
All applications,reports,or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this
Section, a responsible corporate officer means: (a) a president, secretary,treasurer
or vice president of the corporation in charge of a principal business function, or
any other person who performs similar policy or decision making functions for the
corporation, or (b) the manager of one or more manufacturing production or
operating facilities employing more than 250 persons or having gross annual sales
or expenditures exceeding 25 million (in second quarter 1980 dollars),if authority to
sign documents has been assigned or delegated to the manager in accordance with
corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively;or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility
for the overall operation of the regulated facility or activity, such as the position of
plant manager,operator of a well or well field, superintendent, a position of

Part II
Page 7 of 14
equivalent responsibility,or an individual or position having overall responsibility
for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.);
and
(3) The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b.of this section
shall make the following certification:
"I certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on
my inquiry of the person or persons who manage the system,or those persons directly
responsible for gathering the information, the information submitted is,to the best of
my knowledge and believe, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines
and imprisonment for knowing violations."
12.permit Actions
This permit may be modified,revoked and reissued,or terminated for cause.The filing of a
request by the permittee for a permit modification, revocation and reissuance, or
termination, or a notification of planned changes or anticipated noncompliance does not
stay any permit condition.
13. permit Modification.Revocation and Reissuance.or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening
and modifying the permit,revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal
Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code,
Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
The exclusive authority to operate this facility arises under this permit. The authority to
operate the facility under previously issued permits bearing this number is no longer
effective. The conditions, requirements, terms, and provisions of this permit authorizing
discharge under the National Pollutant Discharge Elimination System govern discharges
from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge (ORC) of the
wastewater treatment facilities. Such operator must hold a certification of the grade
equivalent to or greater than the classification assigned to the wastewater treatment
facilities. The permittee shall notify the Division's Operator Training and Certification Unit
within thirty days of any change in the ORC status.

Part II
Page 8 of 14
2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the
permittee to achieve compliance with the conditions of this permit. Proper operation and
maintenance also includes adequate laboratory controls and appropriate quality assurance
procedures. This provision requires the operation of back-up or auxiliary facilities or
similar systems which are installed by a permittee only when the operation is necessary to
achieve compliance with the conditions of the permit.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a
treatment facility including the collection system, which is not a designed or
established or operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage
to the treatment facilities which causes them to become inoperable, or substantial
and permanent loss of natural resources which can reasonably be expected to occur
in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations
to be exceeded, but only if it also is for essential maintenance to assure efficient
operation. These bypasses are not subject to the provisions of Paragraphs c. and d. of
this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass,it
shall submit prior notice,if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass
as required in Part II,E. 6. of this permit. (24-hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass,unless:
(a) Bypass was unavoidable to prevent loss of life, personal injury or severe
property damage;

Part II
Page 9 of 14
(b) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities,retention of untreated wastes or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate
backup equipment should have been installed in the exercise of reasonable
engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
(c) The permittee submitted notices as required under Paragraph c.of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass,after considering
its adverse affects, if the Permit Issuing Authority determines that it will meet the
three conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations because of
factors beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error,improperly designed treatment
facilities,inadequate treatment facilities,lack of preventive maintenance,or careless or
improper operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the
requirements of paragraph c. of this condition are met. No determination made during
administrative review of claims that noncompliance was caused by upset, and before an
action for noncompliance,is final administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence
that:
(a) An upset occurred and that the permittee can identify the cause(s)of the upset;
(b) The permittee facility was at the time being properly operated; and
(c) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of
this permit.
(d) The permittee complied with any remedial measures required under Part II,B.2. of
this permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an •
upset has the burden of proof.

Part II
Page 10 of 14
6. Removed Substances
Solids, sludges,filter backwash,or other pollutants removed in the course of treatment or
control of wastewaters shall be disposed of in accordance with NCGS 143-215.1 and in a
manner such as to prevent any pollutant from such materials from entering waters of the
State or navigable waters of the United States. The permittee shall comply with all existing
federal regulations governing the disposal of sewage sludge. Upon promulgation of 40
CFR Part 503, any permit issued by the Permit Issuing Authority for the disposal of sludge
may be reopened and modified, or revoked and reissued, to incorporate applicable
requirements at 40 CFR Part 503. The permittee shall comply with applicable 40 CFR Part
503 Standards for the Use and Disposal of Sewage Sludge(when promulgated)within the
time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The permittee shall notify the Permit Issuing Authority of any significant
change in its sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124
Reliability, to prevent the discharge of untreated or inadequately treated wastes during
electrical power failures either by means of alternate power sources, standby generators or
retention of inadequately treated effluent.
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken,as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than
daily shall be taken on a day and time that is characteristic of the discharge over the entire
period which the sample represents. All samples shall be taken at the monitoring points
specified in this permit and, unless otherwise specified, before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points shall
not be changed without notification to and the approval of the Permit Issuing Authority.
•
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each
month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No.
MR 1, 1.1, 2, 3) or alternative forms approved by the Director, DEM, postmarked no later
than the 30th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in
the case of a new facility, on the last day of the month following the commencement of
discharge. Duplicate signed copies of these, and all other reports required herein, shall be
submitted to the following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 27687
Raleigh,North Carolina 27611

Part II
Page 11of14
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements
of the volume of monitored discharges. The devices shall be installed, calibrated and
maintained to ensure that the accuracy of the measurements are consistent with the accepted
capability of that type of device. Devices selected shall be capable of measuring flows with
a maximum deviation of less than 10% from the true discharge rates throughout the range
of expected discharge volumes. Once-through condenser cooling water flow which is
monitored by pump logs, or pump hour meters as specified in Part I of this permit and
based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations
published pursuant to NCGS 143-215.63 et. seq,the Water and Air Quality Reporting Acts,
and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal
Water Pollution Control Act,as Amended, and Regulation 40 CFR 136.
To meet the intent of the monitoring required by this permit, all test procedures must
produce minimum detection and reporting levels that are below the permit discharge
requirements and all data generated must be reported down to the minimum detection or
lower reporting level of the procedure. If no approved methods are determined capable of
achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level)
approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
permit shall, upon conviction, be punished by a fine of not more than $10,000 per
violation,or by imprisonment for not more than two years per violation, or by both.
6. Records Retention
The permittee shall retain records of all monitoring information, including all calibration
and maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this permit, for a period of at least 3
years from the date of the sample,measurement,report or application. This period may be
extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date,exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s)who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

Part II
Page 12 of 14
8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative, upon the
presentation of credentials and other documents as may be required by law,to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted,or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities,equipment(including monitoring and control
equipment),practices,or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times,for the purposes of assuring permit compliance
or as otherwise authorized by the Clean Water Act,any substances or parameters at any
location.
SECTION E. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for
determining whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity
of pollutants discharged. This notification applies to pollutants which are subject
neither to effluent limitations in the permit, nor to notification requirements under 40
CFR Part 122.42 (a) (1).
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the
permitted facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The
Director may require modification or revocation and reissuance of the permittee and
incorporate such other requirements as may be necessary under the Clean Water Act.

Part II
Page 13 of 14
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See
Part II. D. 2. of this permit).
b. If the permittee monitors any pollutant more frequently than required by the permit,
using test procedures specified in Part II, D. 4. of this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall
be provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time
the permittee becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance,and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph.
(A) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(B)Any upset which exceeds any effluent limitation in the permit.
(C)Violation of a maximum daily discharge limitation for any of the pollutants listed by
the Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24
hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5
and 6. of this permit at the time monitoring reports are submitted. The reports shall contain
the information listed in Part II. E. 6. of this permit.
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application,or submitted incorrect information in a permit application or in any report to the
Director,it shall promptly submit such facts or information.

Part II
Page 14 of 14
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible,but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester, the known passage of a slug of
hazardous substance through the facility;or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc. .
c. Any failure of a pumping station, sewer line,or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 5 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308
of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management.
As required by the Act, effluent data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the imposition of criminal
penalties as provided for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation,or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than$10,000 per
violation,or by imprisonment for not more than two years per violation,or by both.

•
PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Environmental Management
and written approval and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management,conduct groundwater monitoring as may be required to determine the compliance
of this NPDES permitted facility with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to
believe:
a. That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that
discharge will exceed the highest of the following "notification levels";
(1) One hundred micrograms per liter(100 ug/l);
(2) Two hundred micrograms per liter(200 ug/l)for acrolein and acrylonitrile; five hundred
micrograms per liter (500 ug/l) for 2.4-dinitrophenol and for
2-methyl-4.6-dinitrophenol; and one milligram per liter(1 mg/1)for antimony;
(3) Five(5)times the maximum concentration value reported for that pollutant in the permit
application.
b. That any activity has occurred or will occur which would result in any discharge, on a
non-routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the following"notification levels";
(1) Five hundred micrograms per liter(500 ug/1);
(2) One milligram per liter(1 mg/1)for antimony;
(3) Ten(10)times the maximum concentration value reported for that pollutant in the permit
application.

Part III Permit No. NC0075116
D. POTW Connection Condition
The permittee shall properly connect to an operational publicly owned wastewater collection
system within 180 days of its availability to the site, if the facility is in noncompliance with any
terms and conditions of the NPDES permit or governing rules,regulations and laws.
E. Disinfection Condition
In the event that violations of the fecal coliform requirements of the North Carolina water quality
standards occur as a result of this discharge, disinfection will immediately be required and the
permit amended to establish a coliform effluent limitation.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in
accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to
revoke the permit.

RLCEIVED
f‘411
py►fj1YN Of ENYIRONME.NTAI MkIIABEMEKI
MAY 4 1989 _
�
' y
41
Mn it rr
MOOR€SYILLE "�w,r.�"'�
REGIONAL cows
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey, Jr., Secretary May 1, 1989 Director
Mr. Vratislav Draha
3510 Kings Mt. Hwy, Box 17
Gastonia, NC 28052
Subject: Permit No. NC0075116
Suntee Mobile Home Park
Gaston County
Dear Mr. Draha:
In accordance with your application for discharge permit received on August
29, 1988, we are forwarding herewith the subject State - NPDES permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215. 1 and
the Memorandum of Agreement between North Carolina and the US Environmental Protection
Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in
this permit are unacceptable to you, you may request a waiver or modification pursuant
to Regulation 15 NCAC 2B .0508(b) by written request to the Director identifying the
specific issues to be contended. Unless such request is made within 30 days following
receipt of this permit, this permit shall be final and binding. Should your request
be denied, you will have the right to request an adjudicatory hearing.
Please take notice that this permit is not transferable. Part II, D.3.
addresses the requirements to be followed in case of change in ownership or control of
this discharge.
This permit does not affect the legal requirements to obtain other permits
which may be required by the Division of Environmental Management or permits required
by the Division of Land Resources, Coastal Area Management Act or any other Federal or
Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mr. Jule
Shanklin at telephone number 919/733-5083.
Or ginalrSignid By
ARTHUR MOUSERRY
RForPaul Wilms
cc: Mr. Jim Patrick, EPA
e
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

,
Permit No. NC0075116
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215. 1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Vratislav Draha
is hereby authorized to discharge wastewater from a facility located at
Suntee Mobile Home Park
3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as an unnamed tributary to Crowders Creek in the
Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective May 1 , 1989.
This permit and the authorization to discharge shall expire at midnight on
April 30, 1994.
Signed this day May 1 , 1989.
Original Signod
ARTHUR MOURERRY
For:
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0075116
SUPPLEMENT TO PERMIT COVER SHEET
Vratislav Draha
is hereby authorized to:
1. Continue to operate a 0.001 MGD wastewater treatment facility consisting
of a septic tank, dosing tank, and sandfilter located at Suntee Mobile Home
Park, 3510 Kings Mountain Highway, Gastonia in Gaston County (See Part III
of this Permit); and
2. After receiving an Authorization to Construct from the Division of
Environmental Management, construct and operate additional facilities
needed to comply with the final effluent limitations and condition of this
permit (See Part III of this Permit); and
3. Discharge from said treatment works at the location specified on the
attached map into an unnamed tributary to Crowders Creek which is
classified Class "C" waters in the Catawba River Basin.

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UTM GRID AND 1970 MAGNETIC NORTH
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A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
NPDES No. NC0075116
During the period beginning on the effective date of the Permit and lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day Other Units (Specify) Measurement Sample *Sample
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location
Flow 0.001 MGD Weekly Instantaneous I or E
BOD, 5Day, 20 Degrees C 1.."' ze 15.0 mg/1 22.5 mg/1 2/month Grab E
JA Total Suspended Residue ✓ 30.0 mg/1 45.0 mg/1 2/month Grab E
NH3 as N Z^ 4.0 mg/1 6.0 mg/1 2/month Grab E
Dissolved Oxygen (minimum) 6.0 mg/1 6.0 mg/1 Weekly Grab E, U, D
Fecal Coliform (geometric mean)✓ Z� 1000.0/100 ml 2000.0/100 ml 2/month Grab E, U, D
''Total Residual Chlorine Daily Grab E
Temperature Weekly Grab E, U, D
Conductivity Weekly Grab U, D
p1.\
Sa- 2 ao
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored 2/month at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
M3

Part I
B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for
discharges in accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective
date of the permit.
2. Permittee shall at all times provide the operation and maintenance
necessary to operate the existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next schedule
requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit
noncompliance constitutes a violation of the Clean Water Act and is grounds
for enforcement action; for permit termination, revocation and reissuance,
or modification; or for denial of a permit renewal application.
2. Penalties for Violations of Permit Conditions
Any person who violates a permit condition is subject to a civil penalty not
to exceed $10,000 per day of such violation. Any person who willfully or
negligently violates a permit condition is guilty of a misdemeanor punishable
by a fine not to exceed $15,000 per day of violation, or by imprisonment
not to exceed six months or both.
3. Duty to Mitigate
The permittee shall take all reasonable steps to minimize any adverse impact
to navigable waters resulting from noncompliance with any effluent limitations
specified in this permit, including accelerated or additional monitoring as
necessary to determine the nature and impact of the noncomplying discharge.
4. Permit Modification
After notice and opportunity for a hearing pursuant to NCGS 143-215. 1(b)
(2) and NCGS 143-215. 1(e) respectively, this permit may be modified, suspended,
or revoked in whole or in part during its term for cause including, but not
limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose fully
all relevant facts;
c. A change in any condition that requires either a temporary or permanent
reduction or elimination of the authorized discharge; or
d. Information newly acquired by the Division indicating the discharge poses
a threat to human health or welfare.
If the permittee believes that any past or planned activity would be cause for
modification or revocation and reissuance, the permittee must report such
information to the Permit Issuing Authority. The submittal of a new application

Part II
Page 2 of 14
may be required of the permittee. The filing of a request by the permittee for
a permit modification, revocation and reissuance, or termination, or a
notification of planned changes or anticipated noncompliances, does not stay
any permit condition.
5. Toxic Pollutants
Notwithstanding Part II, A-4 above, if a toxic effluent standard or prohibition
(including any schedule of compliance specified in such effluent standard or
prohibition) is established under Section 307(a) of the Act for a toxic
pollutant which is present in the discharge, if such standard or prohibition
is more stringent than any limitation for such pollutant in this permit, this
permit shall be revised or modified in accordance with the toxic effluent
standard prohibition and the permittee so notified.
The permittee shall comply with effluent standards or prohibitions established
under Section 307(a) of the Clean Water Act for toxic pollutants within the
time provided in the regulations that establish those standards or prohibitions,
even if the permit has not yet been modified to incorporate the requirement.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, B-3) and
"Power Failures" (Part II, B-6), nothing in this permit shall be construed
to relieve the permittee from any responsibilities, liabilities, or penalties
for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility
for effective compliance may be temporarily suspended.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any
legal action or relieve the permittee from any responsibilities, liabilities,
or penalties to which the permittee is or may be subject to under NCGS
143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. Furthermore,
the permittee is responsible for consequential damages, such as fish kills,
even though the responsibility for effective compliance may be temporarily
suspended.
8. Property Rights
The issuance of this permit does not convey any property rights in either real
or personal property, or any exclusive privileges, nor does it authorize any
injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations.

Part II
Page 3 of 14
9. Onshore of Offshore Construction
This permit does not authorize or approve the construction of any onshore or
offshore physical structures or facilities or the undertaking of any work
in any navigable waters.
10. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circumstances,
is held invalid, the application of such provision to other circumstances, and
the remainder of this permit, shall not be affected thereby.
11. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reason-
able time, any information which the Permit Issuing Authority may request
to determine whether cause exists for modifying, revoking and reissuing,
or terminating this permit or to determine compliance with this permit. The
permittee shall also furnish to the Permit Issuing Authority upon request,
copies of records required to be kept by this permit.
SECTION B. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times maintain in good working order and operate
as efficiently as possible all treatment or control facilities or systems
installed or used by the permittee to achieve compliance with the terms
and conditions of this permit.
2. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it
would have been necessary to halt or reduce the permitted activity in
order to maintain compliance with the condition of this permit.
3. Bypassing
Any diversion from or bypass of facilities is prohibited, except (i) where
unavoidable to prevent loss of life or severe property damage, or (ii)
where excessive storm drainage or runoff would damage any facilities
necessary for compliance with the effluent limitations and prohibitions of this
permit. All permittees who have such sewer bypasses or overflows of this
discharge shall submit, not later than six months from the date of issuance
of this permit, detailed data or engineering estimates which identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from each sewer system
bypass or overflow.

Part II
Page 4 of 14
This requirement is waived where infiltration/inflow analyses are scheduled
to be performed as part of an Environmental Protection Agency facilities
planning project.
The permittee shall report by telephone to either the central office or
appropriate regional office of the Division as soon as possible, but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any division from or
bypass of facilities.
4. Upsets
"Upset" means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations
because of factors beyond the reasonable control of the permittee. An upset
does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment facilities,
lack of preventive maintenance, or careless or improper operation. An upset
constitutes an affirmative defense to an action brought for noncompliance
with such technology based permit limitation if the requirements of 40 CFR S
122.41(n)(3) are met.
5. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of
treatment or control of wastewaters shall be disposed of in accordance with
NCGS 143-215. 1 and in a manner such as to prevent any pollutant from such
materials from entering waters of the State or navigable waters of the United
States.
6. Power Failures
The permittee is responsible for maintaining adequate safeguards as required
by DEM Regulation, Title 15, North Carolina Administrative Code, Subchapter 2H,
.0124 Reliability, to prevent the discharge of untreated or inadequately treated
wastes during electrical power failures either by means of alternate power
sources, standby generators or retention of inadequately treated effluent.
SECTION C. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be
characteristic of the volume and nature of the permitted discharge. Samples
collected at a frequency less than daily shall be taken on a day and time that
is characteristic of the discharge over the entire period which the sample
represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified , before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points
shall not be changed without notification to and the approval of the Permit
Issuing Authority.

Part II
Page 5 of 14
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for
each month and reported on a monthly Discharge Monitoring Report (DMR) Form
(DEM No. MR 1, 1. 1, 2, 3) or alternative forms approved by the Director, DEM,
postmarked no later than the 30th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the
permit or in the case of a new facility, on the last day of the month following
the commencement of discharge. Duplicate signed copies of these, and all other
reports required herein, shall be submitted to the following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 27687
Raleigh, North Carolina 27611
3 Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to insure the accuracy and
reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to insure that the
accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected shall be capable of measuring flows
with a maximum deviation of less than + 10% from the true discharge rates
throughout the range of expected discharge volumes. Once-through condenser
cooling water flow which is monitored by pump logs, or pump hour meters as
specified in Part I of this permit and based on the manufacturer's pump
curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to NCGS 143-215.63 et seq, the Water and Air
Quality Reporting Acts, and to regulations published pursuant to Section 304(g),
33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and
Regulation 40 CFR 136.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or
knowingly renders inaccurate, any monitoring device or method required to be
maintained under this permit shall, upon conviction, by punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than
six months per violation, or by both.

Part II
Page 6 of 14
6. Records Retention
All records and information resulting from the monitoring activities required by
this permit including all records of analyses performed and calibration and
maintenance of instrumentation and recordings from continuous monitoring
instrumentation shall be retained for a minimum of three (3) years by the
permittee. Thisperiod of retention shall be extended during the course
of any unresolved litigation or if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection Agency.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this
permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed;
c. The person(s) who performed the analyses; and
d. The results of such analyses.
8. Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized representatives,
upon the presentations of credentials:
a. To enter upon the permittee's premises where an effluent source is located
or in which any records are required to be kept under the terms and
conditions of this permit; and
b. At reasonable times to have access to and copy any records required to be
kept under the terms and conditions of this permit; to inspect any
monitoring equipment or monitoring method required in this permit; and
to sample any discharge of pollutants.
SECTION D. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified in
this permit more frequently than or at a level in excess of that authorized
shall constitute a violation of the permit. Any anticipated facility
expansions, production increases, or process modifications which will result

•
Part II
Page 7 of 14
in new, different, or increased discharges of pollutants must be reported by
submission of a new NPDES application or, if such changes will not violate
the effluent limitations specified in this permit, by notice to the DEM of
such changes. Following such notice, the permit may be modified to specify
and limit any pollutants not previously limited.
2. Anticipated Noncompliance
The permittee shall give notice to the Permit Issuing Authority of any planned
change in the permitted facility or activity which may result in noncompliance
with permit requirements. Any maintenance of facilities, which might
necessitate unavoidable interruption of operation and degradation of effluent
quality, shall be scheduled during noncritical water quality periods and carried
out in a manner approved by the Permit Issuing Authority.
3. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in name, control
or ownership of facilities from which the authorized discharge emanates or is
contemplated, the permittee shall notify the prospective owner or controller by
letter of the existence of this permit and of the need to obtain a permit in the
name of the prospective owner. A copy of the letter shall be forwarded to the
Division of Environmental Management.
4. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated herein
more frequently than required by this permit, using approved analytical methods
as specified above, the results of such monitoring shall be included in the
calculation and reporting of the values is required in the DMR. Such increased
frequency shall also be indicated. The DEM may require more frequent monitoring
or the monitoring of other pollutants not required in this permit by written
notification.
5. Averaging of Measurements
Calculations for limitations which require averaging of measurements shall
utilize an arithmetic mean unless otherwise specified by the Permit Issuing
Authority in the permit.
6. Noncompliance Notification
The permittee shall report by telephone to either the central office or the
appropriate regional office of the Division as soon as possible, but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:

Part II
Page 8 of 14
a. Any occurrence at the water pollution control facility which results in
the discharge of significant amounts of wastes which are abnormal in
quantity or characteristic, such as the dumping of the contents of a
sludge digester; the known passage of a slug of hazardous substance
through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render
the facility incapable of adequate wastewater treatment such as mechanical
or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility
resulting in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
d. Any time that self-monitoring information indicates that the facility has
gone out of compliance with its NPDES permit limitations.
Persons reporting such occurrences by telephone shall also file a written
report in letter form within 15 days following first knowledge of the
occurrence.
7. Changes in Discharges of Toxic Substances:
The permittee shall notify the Permit Issuing Authority as soon as it knows or
has reason to believe:
a. That any activity has occurred or will occur which would result in the
discharge, on a routine or frequent basis, of any toxic substance(s) (listed
at 40 CFR S 122, Appendix D, Table II and III) which is not limited in the
permit, if that discharge will exceed the highest of the following
"notification levels".
(1) One hundred micrograms per liter (100ug/l);
(2) Two hundred micrograms per liter (200 ug/1) for acrolein and
acrylonitrile; five hundred micrograms per liter (500 ug/1)
for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one
milligram per liter (1 mg/1) for antimony; or
(3) Five (5) times the maximum concentration value reported for that
pollutant(s) in the permit application.
b. That any activity has occurred or will occur which would result in any
discharge, on a non-routine or infrequent basis, of a toxic pollutant
(listed at 40 CFR S 122, Appendix D. Table II and III) which is not
limited in the permit, if that discharge will exceed the highest of the
following "notification levels":

Part II
Page 9 of 14
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/1) for antimony; or
(3) Ten (10) times the maximum concentration value reported for that
pollutant(s) in the permit application.
8. Expiration of Permit
Permittee is not authorized to discharge after the expiration date. In order to
receive authorization to discharge beyond the expiration date, the permittee
shall submit such information, forms, and fees as are required by the agency
authorized to issue permits no later than 180 days prior to the expiration date.
Any discharge without a permit after the expiration will subject the permittee
to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et seq.
9. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing
Authority shall be signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the
purpose of this Section, a responsible corporate officer means:
(a) a president, secretary, treasurer or vice president of the
corporation in charge of a principal business function, or any
other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more
manufacturing production or operating facilities employing more
than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority
to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or
the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either
a principal executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the
Permit Issuing Authority shall be signed by a person described above or by
a duly authorized representative of that person. A person is a duly
authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having
responsibility for the overall operation of the regulated facility or
activity, such as the position of plant manager, operator of a well or

Part II
Page 10 of 14
well field, superintendent, a position of equivalent responsibility,
or an individual or position having overall responsibility for environ-
mental matters for the company. (A duly authorized representative
may thus be either a named individual or any individual occupying a
named position. ); and
(3) The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. of
this section shall making the following certification:
"I certify, under penalty of law, that this document and all attachments
were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who
manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and
believe, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations."
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a) (2) or
Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance
with the terms shall be available for public inspection at the offices of the
Division of Environmental Management. As required by the Act, effluent data
shall not be considered confidential. Knowingly making any false statement on
any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215. 1(b) (2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false
statement, representation, or certification in any record or other document
submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment
for not more than six months per violation, or by both.
SECTION E. DEFINITION
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Natural
Resources and Community Development.

Part II
Page 11 of 14
3. EMC:
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as
amended, 33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge: is defined as the total mass of all
daily discharges sampled and/or measured during a calendar month on
which daily discharges are sample and measured, divided by the number
of daily discharges samples and/or measured during such month. It is
therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by
the number of days the tests wqpre reported. The limitation is
identified as "Daily Average" dr "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of
all daily discharges sampled and/or measured during the calendar week
(Sunday-Saturday) on which daily discharges are sampled and measured,
divided by the number of daily discharges samples and/or measured
during such week. It is, therefore, an arithmetic mean found by
adding the weights of pollutants found each day of the week and then
dividing this sum by the number of days the tests were reported. This
limitation is identified as "Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a
pollutant discharged during a calendar day. If only one sample is
taken during any calendar day the weight of pollutant calculated from
it is the "maximum daily discharge." This limitation is identified as
"Daily Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all
daily discharges sample and/or measured during the calendar year on
which daily discharges are sampled and measured, divided by the number
of daily discharges sampled and/or measured during such year. It is,
therefore, an arithmetic mean found by adding the weights of
pollutants found each day of the year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as
"Annual Average" in Part I of the permit.

Part II
Page 12 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform
bacteria, is the sum of the concentrations of all daily discharges
samples and/or measured during a calendar month on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled
and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected
during that calendar day. The average monthly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" or
"Daily Average" under "Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar week (Sunday/Saturday) on which daily discharges
are sampled and measured divided by the number of daily discharges sampled
and/or measured during such week (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the
- concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during
that calendar day. The average weekly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar
week. This limitation is identified as "Weekly Average" under "Other
Limits" in Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant
discharge during a calendar day. It is identified as "Daily Maximum"
under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar year on which daily discharges are sampled and
measured divided by the number of daily discharges sampled and/or measured
during such year (arithmetic mean of the daily concentration values). The
daily concentration value is equal to the concentration of a composite
sample or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The
average yearly count for fecal coliform bacteria is the geometric mean
of the counts for samples collected during a calendar year. This limitation
is identified as "Annual Average" under "Other Limits" in Part I of the
permit.

Part II
Page 13 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours
average flow, averaged monthly. It is determined as the arithmetic mean
of the total daily flows recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time
of sampling, when both the sample and flow will be representative of the
total discharge.
8. Types of Samples
a. Composite Sample: These samples consist of grab samples collected at
equal intervals and combined proportional to flow, a sample continuously
collected proportionally to flow, or equal volumes taken at varying time
intervals. If a composite sample is obtained from grab samples, the
following requirements apply. The intervals between influent grab
samples shall be no greater than hourly. Intervals between effluent grab
samples shall be no greater than hourly except where the detention time
of the wastewater in the facility is greater than 24 hours, in which
case, the interval between grab samples shall be no greater in number of
hours than the detention time in number of days; provided, however, in
no case may the time between effluent grab samples be greater than six
hours nor the number of grab samples less than four during any discharge
period of 24 hours or less.
b. Grab Sample: Grab samples are individual samples collected over a
period of time not exceeding 15 minutes; the grab sample can be taken
manually.
9. Calculation of Means
a. Arithmetic Mean: The arithmetic mean of any set of values is the summation
of the individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of
the product of the individual values where N is equal to the number of
individual values. The geometric mean is equivalent to the antilog of
the arithmetic mean of the logarithms of the individual values. For
purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the
respective flows.

Part II
Page 14 of 14
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight
of the next day. However, for purposes of this permit, any consecutive 24-hour
period that reasonably represents the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116
pursuant to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of
the Clean Water Act.

PART III
OTHER REQUIREMENTS
A. Previous Permits
All previous State water quality permits issued to this facility, whether for
construction or operation or discharge, are hereby revoked by issuance of this
permit. The conditions, requirements, terms, and provisions of this permit
authorizing discharge under the National Pollutant Discharge Elimination
System govern discharges from this facility.
B. Construction
No construction of wastewater treatment facilities or additions thereto shall
be begun. until Final Plans and Specifications have been submitted to the
Division of Environmental Management and written approval and Authorization
to Construct has been issued.
C. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge
of the wastewater treatment facilities. Such operator must hold a certification
of the grade equivalent to or greater than the classification assigned to the
wastewater treatment facilities.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of
Environmental Management, conduct groundwater monitoring as may be required
to determine the compliance of this -NPDES permitted facility with the current
groundwater standards.
E. Limitations .Reopener
This permit: shall be modified or alternatively, revoked and reissued, to comply
with any applicable effluent guideline or water quality standard issued or
approved under Sections 302(b) (2) (c), arid. (d), 304(b) (2), and 307(a) (2)
of the Clean Water Act, if the effluent guideline or water quality standard
so issued or approved:
1. contains different conditions or is otherwise more stringent than any
effluent limitation in the permit; or .
2. controls any pollutant not limited in the permit.
The permit as modified or reissued under this paragraph shall also contain any .
other requirements in the Act then applicable.

Part III
Permit No. NC0075116
F. Toxicity Reopener
This permit shall be modified, or revoked and reissued, to incorporate toxicity
limitations and monitoring requirements in the event toxicity testing or other
studies conducted on the effluent or receiving stream indicate that detrimental
effects may be expected in the receiving stream as a result of this discharge.
G. The permittee shall properly connect to an operational publicly owned
wastewater collection system within 180 days of its availability to the site,
if the facility is in noncompliance with its permit effluent limitations for
three consecutive months.
H. Chlorine disinfection shall be added to the treatment facilities within 120
days of the issuance of this permit. An Authorization to Construct must be
requested and received from the Division of Environmental Management prior to
any construction.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a
timely manner in accordance with 15 NCAC 2H .0105(b)(4) may cause this Division
to initiate action to revoke the permit.

N.C. DEPT. o
ZNVIRONMENT, } EAL"1
TNNATURAL RESOURCES
State of North Carolina i
Department of Environment, i 4 199�
Health and Natural Resources • •
)Lijoyto Division of Water Quality I
��,► , r; utlEri1A4 �'A�1�ElhEN1
James B. Hunt, Jr., Governor �,., L ,t8flM. OFFICE
41 Jonathan B. Howes, Secretary E E I--�-I
A. Preston Howard, Jr., P.E., Director
imp
November 25,1996
Mr.C.Wayne Fortner
Sante Mobile Home Park
2637 Goble Street
Gastonia, North Carolina 28056
Subject: NPDES Permit Issuance
Permit No.NC0075116
Sante Mobile Home Park
Gaston County
Dear Mr.Fortner:
In accordance with the application for a discharge permit received on March 21, 19 , the Division is
forwarding herewith the subject NPDES permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection Agency dated December 6,1983.
If any parts,measurement frequencies or sampling requirements contained in this permit are unacceptable
to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following
receipt of this letter.This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer
27447, Raleigh, North Carolina 27611-7447. Unless such demand is made, this decision shall be final and
binding.
Please take notice this permit is not transferable. Part II, E.4. addresses the requirements to be followed
in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit,please contact Susan Robson at telephone number (919)
733-5083,extension 551.
Sincerely,
Original Signed By
David A. Goodrich
A.Preston Howard,Jr.,P.E.
cc Central Files
Mr. Roosevelt Childress, EPA
Permits and Engineering Unit
"Facility Assessment Unit
P.O. Box 29535;Raleigh,North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Permit No. NC0075116
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
C.Wayne Fortner
is hereby authorized to discharge wastewater from a facility located at
Sante Mobile Home Park
3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as unnamed tributary to Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III, and IV hereof.
The permit shall become effective January 1, 1997
This permit and the authorization to discharge shall expire at midnight on August 31, 1997
Signed this day November 25, 1996 Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0075116
SUPPLEMENT TO PERMIT COVER SHEET
C. Wayne Fortner
is hereby authorized to:
1. Continue to operate an existing 0.0025 MGD wastewater treatment system consisting of a septic
tank, dosing tank and subsurface sand filter located at Sante Mobile Home Park, 3510 Kings
Mountain Highway, Gastonia, Gaston County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Crowders Creek which is classified Class C waters in the Catawba River
Basin.

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ROAD CLASSIFICATION SCALE 1 :24 000
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HARD SURFACE 11===111 IMPROVED SURFACE
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1 0 1 KILOMETER
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Map # F14SW Sub-basin 03-08-37 CONTOUR INTERVAL 10 FEET
Stream Class C
QUAD LOCATION • C. Wayne Fortner
Discharge Class Domestic Sante MHP
Receiving Stream UT to Crowders Creek Gaston County
Permit exp. 09/30/01 Ow 0.0025 MGD

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC00751 16
During the period beginning on the effective date of the permit and lasting until expiration,the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg. Daily Max Frequency Type Location
Flow 0.0025 MGD Weekly Instantaneous I or E
BOD, 5 day, 20°C 15.0 mg/I 22.5 mg/I 2/Month Grab E
Total Suspended Residue 30.0 mg/I 45.0 mg/I 2/Month Grab E
NH3 as N 4.0 mg/I 2/Month Grab E
Dissolved Oxygen** Weekly Grab E,U,D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml 2/Month Grab E,U,D
Total Residual Chlorine 28.0 µg/I 2/Week Grab E
Temperature Weekly Grab E,U,D
Conductivity 2/Month Grab U,D
* Sample locations: E-Effluent, I - Influent, U -Upstream approximately 50 feet above discharge, D-Downstream approximately 300 feet
below discharge
** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

PART I
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in accordance
with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter case,
the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1of14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
I. Permit Issuing Authority
The Director of the Division of Water Quality.
2. DEM or"the Division"
Means the Division of Water Quality, Department of Environment,Health and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act,as amended,33 USC
1251,et.seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during a calendar month on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
month. It is therefore,an arithmetic mean found by adding the weights of the pollutant found
each day of the month and then dividing this sum by the number of days the tests were
reported. The limitation is identified as"Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week(Sunday-Saturday)on which daily discharges are
sampled and measured,divided by the number of daily discharges sampled and/or measured
during such week. It is, therefore, an arithmetic mean found by adding the weights of
pollutants found each day of the week and then dividing this sum by the number of days the
tests were reported. This limitation is identified as 'Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a
calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum,"in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is,therefore,an arithmetic mean found by adding the weights of pollutants found each
day of the year and then dividing this sum by the number of days the tests were reported. This
limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar month on
which daily discharges are sampled and measured,divided by the number of daily discharges
sampled and/or measured during such month (arithmetic mean of the daily concentration
values). The daily concentration value is equal to the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day. The average monthly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar month. This
limitation is identified as "Monthly Average" under "Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week(arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average weekly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar week. This limitation is identified as 'Weekly Average" under "Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as "Daily
Maximum"under"Other Limits"in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily discharges
sampled and/or measured during such year (arithmetic mean of the daily concentration
values). The daily concentration value is equal to the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day . The average yearly count for fecal coliform bacteria is the
geometric mean of the counts for samples collected during a calendar year. This limitation is
identified as "Annual Average" under"Other Limits" in Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount of
dissolved oxygen required to be available in the effluent prior to discharge averaged over a
calendar day. If only one dissolved oxygen sample is taken over a calendar day,the sample is
considered to be the "daily average concentration" for the discharge. It is identified as "daily
average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods:January through March,
April through June,July through September,and October through December.

Part II
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged
monthly. It is determined as the arithmetic mean of the total daily flows recorded during the
calendar month.
b. An"instantaneous flow measurement"is a measure of flow taken at the time of sampling,when
both the sample and flow will be representative of the total discharge.
c. A"continuous flow measurement"is a measure of discharge flow from the facility which occurs
continually without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for
infrequent maintenance activities on the flow device.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of discharge
and combined proportional to the rate of flow measured at the time of individual sample
collection,or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow
recorder and totalizer, and the present gallon interval between sample collection fixed at
no greater than 1/24 of the expected total daily flow at the treatment system, or
(3)a single,continuous sample collected over a 24 hour period proportional to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time of
greater than 24 hours. In such cases, effluent grab samples may be collected at time intervals
evenly spaced over the 24 hour period which are equal in number of hours to the detention time
of the system in number of days. However, in no case may the time interval between effluent
grab samples be greater than six(6)hours nor the number of samples less than four(4)during a
24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual
values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the
individual values where N is equal to the number of individual values. The geometric mean is
equivalent to the antilog of the arithmetic mean of the logarithms of the individual values.
For purposes of calculating the geometric mean,values of zero(0) shall be considered to be one
(1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration
times its respective flow divided by the summation of the respective flows.

Part II
Page 4 of 14
10.Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next day.
However, for purposes of this permit, any consecutive 24-hour period that reasonably represents
the calendar day may be used for sampling.
11.Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to Section
311 of the Clean Water Act.
12.Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1)of the Clean Water Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination,revocation and reissuance,or modification;or denial of a permit renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under section
307(a)of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or
disposal established under section 405(d) of the Clean Water Act within the time provided in
the regulations that establish these standards or prohibitions or standards for sewage sludge
use or disposal,even if the permit has not yet been modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a
civil penalty not to exceed $25,000 per day for each violation. Any person who negligently
violates any permit condition is subject to criminal penalties of $2,500 to $25,000 per day of
violation, or imprisonment for not more than 1 year, or both. Any person who knowingly
violates permit conditions is subject to criminal penalties of $5,000 to $50,000 per day of
violation,or imprisonment for not more than 3 years,or both. Also,any person who violates a
permit condition may be assessed an administrative penalty not to exceed $10,000 per violation
with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33
U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per violation
may be assessed against any person who violates or fails to act in accordance with the terms,
conditions,or requirements of a permit. [Ref: North Carolina General Statutes§143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation
implementing any of such sections in a permit issued under section 402 of the Act.
Administrative penalties for Class I violations are not to exceed $10,000 per violation, with
the maximum amount of any Class I penalty assessed not to exceed$25,000. Penalties for Class
II violations are not to exceed $10,000 per day for each day during which the violation
continues,with the maximum amount of any Class II penalty not to exceed$125,000.

Part II
Page 5 of 14
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or
disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II,C-4)and "Power Failures" (Part II,
C-7), nothing in this permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of
the Federal Act,33 USC 1319. Furthermore,the permittee is responsible for consequential damages,
such as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property,
or any exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights,nor any infringement of Federal,State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit,or the application
of any provision of this permit to any circumstances, is held invalid, the application of such
provision to other circumstances,and the remainder of this permit,shall not be affected thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists for
modifying,revoking and reissuing,or terminating this permit or to determine compliance with this
permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of
records required to be kept by this permit.
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration date of
this permit,the permittee must apply for and obtain a new permit.

Part II
Page 6 of 14
10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date, the permittee shall submit such
information,forms,and fees as are required by the agency authorized to issue permits no later than
180 days prior to the expiration date. Any permittee that has not requested renewal at least 180
days prior to expiration, or any permittee that does not have a permit after the expiration and has
not requested renewal at least 180 days prior to expiration,will subject the permittee to enforcement
procedures as provided in NCGS 143-215.6 and 33 USC 1251 et.seq.
11. Signatory Requirements
All applications, reports,or information submitted to the Permit Issuing Authority shall be signed
and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation,or(b)the manager
of one or more manufacturing production or operating facilities employing more than 250
persons or having gross annual sales or expenditures exceeding 25 million(in second quarter
1980 dollars),if authority to sign documents has been assigned or delegated to the manager
in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized representative of
that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for environmental
matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.);and
(3)The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. of this section shall
make the following certification:
"I certify, under penalty of law, that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system,or those persons directly responsible for gathering
the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false
information,including the possibility of fines and imprisonment for knowing violations."

Part II
Page 7 of 14
12. Permit Actions
This permit may be modified,revoked and reissued,or terminated for cause. The filing of a request
by the permittee for a permit modification, revocation and reissuance, or termination, or a
notification of planned changes or anticipated noncompliance does not stay any permit condition.
13. Permit Modification.Revocation and Reissuance.or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit,revoking and reissuing the permit,or terminating the permit as allowed by
the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and
123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North
Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The exclusive
authority to operate this facility arises under this permit. The authority to operate the facility
under previously issued permits bearing this number is no longer effective. ] The conditions,
requirements, terms, and provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities. Such
operator must hold a certification of the grade equivalent to or greater than the classification
assigned to the wastewater treatment facilities by the Certification Commission. The permittee
must also employ a certified back-up operator of the appropriate type and any grade to comply
with the conditions of Title 15A,Chapter 8A .0202. The ORC of the facility must visit each Class I
facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends
and holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A .0202. Once the
facility is classified, the permittee shall submit a letter to the Certification Commission which
designates the operator in responsible charge within thirty days after the wastewater treatment
facilities are 50% complete.
2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This provision
requires the operation of back-up or auxiliary facilities or similar systems which are installed by a
permittee only when the operation is necessary to achieve compliance with the conditions of the
permit.

Part II
Page 8 of 14
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary
to halt or reduce the permitted activity in order to maintain compliance with the condition of this
permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a treatment
facility including the collection system,which is not a designed or established or operating
mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to the
treatment facilities which causes them to become inoperable,or substantial and permanent
loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage does not mean economic loss caused by delays in
production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to be
exceeded, but only if it also is for essential maintenance to assure efficient operation. These
bypasses are not subject to the provisions of Paragraphs c.and d.of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall
submit prior notice,if possible at least ten days before the date of the bypass;including an
evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II,E.6.of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action against
a permittee for bypass,unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment
facilities, retention of untreated wastes or maintenance during normal periods of
equipment downtime. This condition is not satisfied if adequate backup equipment should
have been installed in the exercise of reasonable engineering judgment to prevent a bypass
which occurred during normal periods of equipment downtime or preventive maintenance;
and
(C)The permittee submitted notices as required under Paragraph c.of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.

Part II
Page 9 of 14
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors beyond the
reasonable control of the permittee. An upset does not include noncompliance to the extent
caused by operational error, improperly designed treatment facilities, inadequate treatment
facilities,lack of preventive maintenance,or careless or improper operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with such
technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed,contemporaneous operating logs,or other relevant evidence that:
(1)An upset occurred and that the permittee can identify the cause(s)of the upset;
(2) The permittee facility was at the time being properly operated; and
(3)The permittee submitted notice of the upset as required in Part II,E.6. (b)(B) of this permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has
the burden of proof.
6. Removed Substances
Solids,sludges,filter backwash,or other pollutants removed in the course of treatment or control of
wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such
as to prevent any pollutant from such materials from entering waters of the State or navigable
waters of the United States. The permittee shall comply with all existing federal regulations
governing the disposal of sewage sludge.Upon promulgation of 40 CFR Part 503,any permit issued
by the Permit Issuing Authority for the utilization/disposal of sludge may be reopened and
modified,or revoked and reissued,to incorporate applicable requirements at 40 CFR Part 503. The
permittee shall comply with applicable 40 CFR Part 503 Standards for the Use and Disposal of
Sewage Sludge(when promulgated)within the time provided in the regulation,even if the permit
is not modified to incorporate the requirement. The permittee shall notify the Permit Issuing
Authority of any significant change in its sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM Regulation,
Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability, to prevent the
discharge of untreated or inadequately treated wastes during electrical power failures either by
means of alternate power sources,standby generators or retention of inadequately treated effluent.

PartII
Page 10 of 14
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and
reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3) or
alternative forms approved by the Director, DEM, postmarked no later than the 30th day
following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case
of a new facility, on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:
Division of Water Quality
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices
shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges. The devices shall be installed,calibrated and maintained to ensure that the
accuracy of the measurements are consistent with the accepted capability of that type of device.
Devices selected shall be capable of measuring flows with a maximum deviation of less than+ 10%
from the true discharge rates throughout the range of expected discharge volumes. Once-through
condenser cooling water flow which is monitored by pump logs,or pump hour meters as specified in
Part I of this permit and based on the manufacturer's pump curves shall not be subject to this
requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts,and to regulations
published pursuant to Section 304(g),33 USC 1314,of the Federal Water Pollution Control Act,as
Amended,and Regulation 40 CFR 136; or in the case of sludge use or disposal,approved under 40
CFR 136,unless otherwise specified in 40 CFR 503,unless other test procedures have been specified
in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and all
data generated must be reported down to the minimum detection or lower reporting level of the
procedure. If no approved methods are determined capable of achieving minimum detection and

Part II
Page 11 of 14
reporting levels below permit discharge requirements, then the most sensitive (method with the
lowest possible detection and reporting level)approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with,or knowingly renders
inaccurate, any monitoring device or method required to be maintained under this permit shall,
upon conviction,be punished by a fine of not more than$10,000 per violation,or by imprisonment for
not more than two years per violation, or by both. If a conviction of a person is for a violation
committed after a first conviction of such person under this paragraph,punishment is a fine of not
more than$20,000 per day of violation,or by imprisonment of not more than 4 years,or both.
6. Records Retention
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the permittee shall retain records of all monitoring
information, including all calibration and maintenance records and all original strip chart
recordings for continuous monitoring instrumentation,copies of all reports required by this permit,
for a period of at least 3 years from the date of the sample, measurement, report or application.
This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the permittee
shall record the following information:
a. The date,exact place,and time of sampling or measurements;
b. The individuals)who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used;and
f. The results of such analyses.
8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director),upon the presentation of credentials and other
documents as maybe required by law,to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted,or where records must be kept under the conditions of this permit;
b. Have access to and copy,at reasonable times,any records that must be kept under the conditions
of this permit;
• c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment),practices,or operations regulated or required under this permit;and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as
otherwise authorized by the Clean Water Act,any substances or parameters at any location.

Part II
Page 12 of 14
SECTION E. REPORTING REOUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit.
The discharge of any pollutant identified in this permit more frequently than or at a level in excess
of that authorized shall constitute a violation of the permit.
2. Planned.Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 122.29(b);or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit,nor to notification requirements under 40 CFR Part 122.42 (a)
(1).
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit,including notification
of additional use or disposal sites not reported during the permit application process or not
reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may
require modification or revocation and reissuance of the permittee and incorporate such other
requirements as may be necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part II.D.2
of this permit)or forms provided by the Director for reporting results of monitoring of sludge use
or disposal practices.
b. If the permittee monitors any pollutant more frequently than required by the permit,using test
procedures specified in Part II, D. 4. of this permit or in the case of sludge use or disposal,
approved under 40 CFR 503,or as specified in this permit,the results of this monitoring shall be
included in the calculation and reporting of the data submitted in the DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.

Part II
Page 13 of 14
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue;and steps taken or planned to reduce,eliminate,and prevent reoccurrence
of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours under
this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2)Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under paragraph
b.above of this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6.of
this permit at the time monitoring reports are submitted. The reports shall contain the information
listed in Part II. E. 6.of this permit.
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director,it shall promptly submit such facts or information.
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible,but in no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester;the known passage of a slug of hazardous substance
through the facility;or any other unusual circumstances.
b. Any process unit failure,due to known or unknown reasons,that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors,etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.

PartII
Page 14 of 14
Persons reporting such occurrences by telephone shall also file a written report in letter form within
5 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the
Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for
public inspection at the offices of the Division of Water Quality. As required by the Act, effluent
data shall not be considered confidential. Knowingly making any false statement on any such
report may result in the imposition of criminal penalties as provided for in NCGS 143-215.1(b)(2) or
in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall,upon conviction,be punished by a fine of not more than$10,000 per violation,
or by imprisonment for not more than two years per violation,or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Water Quality and written approval
and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall,upon written notice from the Director of the Division of Water Quality,conduct
groundwater monitoring as may be required to determine the compliance of this NPDES permitted
facility with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe:
a.That any activity has occurred or will occur which would result in the discharge,on a routine or
frequent basis, of any toxic pollutant which is not limited in the permit, if that discharge will
exceed the highest of the following "notification levels";
(1)One hundred micrograms per liter(100 ug/I);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five hundred
micrograms per liter(500 ug/1)for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol;and
one milligram per liter(1 mg/1)for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the permit
application.
b. That any activity has occurred or will occur which would result in any discharge,on a non-routine
or infrequent basis,of a toxic pollutant which is not limited in the permit, if that discharge will
exceed the highest of the following"notification levels";
(1)Five hundred micrograms per liter(500 ug/1);
(2)One milligram per liter(1 mg/I)for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the permit
application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the most
environmentally sound alternative of the reasonably cost effective alternatives. If the facility is in
substantial non-compliance with the terms and conditions of the NPDES permit or governing rules,
regulations or laws, the permittee shall submit a report in such form and detail as required by the
Division evaluating these alternatives and a plan of action within sixty(60)days of notification by the
Division.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee
within 30 (thirty) days after being billed by the Division. Failure to pay the fee in
a timely manner in accordance with 15A NCAC 2H .0105(b)(4) may cause this
Division to initiate action to revoke the permit.

State of North Carolina
Department of Environment,
Health and Natural Resources1 1 • •
Mooresville Regional Office 4A
James B. Hunt, Jr., Governor I E H N F.
Jonathan B. Howes, Secretary
DIVISION OF WATER QUALITY
December 3 , 1996
Mr. C. Wayne Fortner
Sante Mobile Home Park
2637 Goble Street
Gastonia, North Carolina 28056
Subject: NPDES Permit No. NC0075116
Sante Mobile Home Park
Gaston County, NC
Dear Mr. Fortner:
Our records indicate that NPDES Permit No. NC0075116 was
issued on November 25, 1996 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so, it
is suggested that you thoroughly read the Permit. Of particular
importance is Page 4 .
Page 4 sets forth the effluent limitations and monitoring
requirements for your discharge. Your discharge must not exceed
any of the limitations set forth. The section headed "Monitoring
Requirements" describes the measurement frequencies, sample types
and sampling locations. Upon commencement of your discharge (or
operation) , you must initiate the required monitoring. The
monitoring results must be entered on reporting forms furnished or
approved by this Agency. If you have not received these forms,
they should be arriving shortly. If you fail to receive the forms,
please contact this Office as quickly as possible. I have enclosed
a sample of the "Effluent" reporting form (DEM Form MR-1) , plus
instructions for completing the form. It is imperative that all
applicable parts be completed, and the original and one copy be
submitted as required.
Please be advised that an annual administering and compliance
monitoring fee may be required for your facility. You will soon be
receiving a statement from our Raleigh Office. It is imperative
that the fee be paid in a timely manner so as to prevent
enforcement action or possible revocation of your permit.
The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s) .
919 North Main Street, Nar° FAX [phone]
Mooresville,North Carolina 28115 r� An Equal FAX
Action Employer
Voice 704-663-1699 e Renee -- 50%recycled/10%post-consumer paper

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Mr. C. Wayne Fortner
December 3 , 1996
Page Two
The conditions include special reporting requirements in the event
of noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment
facilities. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215. 6 of the North Carolina General Statutes. A civil
penalty of up to $10, 000 per violation (and/or criminal penalties)
may be assessed for such violations. If you find at any time that
you are unable to comply with the terms and conditions of the
Permit, you should contact this Office immediately. A Consent
Order may be necessary while pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed. Renewal
requests must be submitted to this Agency no later than 180 days
prior to expiration. Please make note of the expiration date of
your Permit. This date is set forth on Page 1 of the Permit. Also
note that NPDES Permits are not automatically transferable. If
you, as the Permittee, cease to need this Permit, then you should
request that the Permit be rescinded or transferred to another
party, if necessary.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read the
Permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to
providing any assistance.
Sincerely,
C--'4';da-C2144-/4"ifiL
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG: ls

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4:16
State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr. , Governor Jonathan B. Howes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 15, 1993
C. Wayne Fortner
3510 Kings Mountain Highway
Gastonia, North Carolina 28052
Subject: NPDES Permit No. NC0075116
C. Wayne Fortner
formerly issued to William L. Jackson
Gaston County, NC
Dear Mr. Fortner:
Our records indicate that NPDES Permit No. NC0075116 was
issued on February 5, 1993 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so, it
is suggested that you thoroughly read the Permit. Of particular
importance is Page Four.
Page Four sets forth the effluent limitations and monitoring
requirements for your discharge(s) . Your discharge(s) must not
exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation) , you must initiate the required
monitoring. The monitoring results must be entered on the
reporting forms furnished to you by this Agency. If you have not
received these forms, they should be arriving shortly. If you fail
to receive the forms, please contact this Office as quickly as
possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1) , plus instructions for completing the form.
It is imperative that all applicable parts be completed, and the
original and one copy be submitted as required.
P.O. Bac 950,919 North Main Street, Mooresville, NC. 28115-0950•Telephone [phone]• FAX [phone]
An Equal Opportunity Affirmative Action Employer

I, C. Wayne Fortner
February 15, 1993
Page Two
The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s) .
The conditions include special reporting requirements in the event
of noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment
facilities. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215.6 of the North Carolina General Statutes. A civil
penalty of up to $10, 000 per violation plus criminal penalties may
be assessed for such violations. If you find at any time that you
are unable to comply with the terms and conditions of the Permit,
you should contact this Office immediately. A Consent Order may be
necessary while pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed. Renewal
requests must be submitted to this Agency no later than 180 days
prior to expiration. Please make note of the expiration date of
your Permit. This date is set forth on Page 1 of the Permit. Also
note that NPDES Permits are not transferable. If you, as the
Permittee, cease to need this Permit, then you should request that
the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read the
Permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to
providing any assistance.
7reZr,
2/7
. ,c4c4.47 . ,(_
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
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1 Yy G DEYT. OF NATURALL
CV / `��� ". RESOURCES
Ij L •!�� !COMMUNITY DEVE1.Ui sr, :•T
FEB 1 5 1993
State of North Carolina
Department of Environment,Health and Natural R erfNVIr'll° "r;P'
•Division of Environmental Management E.,,, !T
g IiOJfiESti�Lcf �,:�:d,;:,L
512 North Salisbury Street•Raleigh,North Carolina 27626-0535
James B. Hunt,Jr.,Governor Jonathan B. Howes,Secretary
February 5, 1993
C. Wayne Fortner
3510 Kings Mountain Highway
Gastonia, NC 28052
Subject: NPDES No. NC0075116
C. Wayne Fortner
formerly issued to
William L. Jackson
Gaston County
Dear Mr. Fortner:
In accordance with your request received January 11, 1993, we are forwarding
herewith the subject permit now issued to C. Wayne Fortner. The only changes in this permit
are in name and ownership as well as update the permit to current DEM regulations. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1
and the Memorandum of Agreement between North Carolina and the U. S. Environmental
Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this
permit are unacceptable to you, you have the right to an adjudicatory hearing upon written
request within thirty (30) days following receipt of this letter. This request must be in the
form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North
Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding.
Please take notice that this permit is not transferable. Part II, E.4. addresses the
requirements to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

3,
If you have any questions concerning this permit, please contact Mr. Mack Wiggins at
telephone number 919/733-5083.
Sincerely,
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr., P.E.
*" cc: Mr. Jim Patrick, EPA
, flfe Re I Office
.'` Compliance
=- Central Files
Technical Support Branch
" k. Kim Brantley
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Permit No. NC0075116
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOUR€ ., OF NA
TuRAL
DIVISION OF ENVIRONMENTAL MANAGEMENT RESOURCES AND
COMMUNITY DEVELOPMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE FEB 1 5 1993
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM1ON OF ENVIRNN Ep;rAt MANAGEMENT
NIGOSESIILLE REGIONAL OFFICE
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
C. Wayne Fortner
is her.;oy authorized to discharge wastewater from a facility located at
Sante Mobile Home Park
3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as an unnamed tributary to Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective February 5, 1993
This permit and the authorization to discharge shall expire at midnight on April 30, 1994
Signed this day February 5, 1993
Original Signed By
Colson H. Sullins
A. Preston Howard, Jr., Acting Director
Division of Environmental Management
By Authority of the Environmental Management Commission

• ' Permit No. NC0075116
k
SUPPLEMENT TO PERMIT COVER SHEET
C.Wayne Fortner
is hereby authorized to:
1. Continue to operate an existing wastewater treatment system consisting of a septic tank,dosing
tank and sand filter located at Sante Mobile Home Park,3510 Kings Mountain Highway,
Gastonia,Gaston County(See Part III of this Permit), and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
construct and operate additional facilities needed to comply with the final effluent limitations and
conditions of this permit(See Part III of this permit),and
3. Discharge from said treatment works at the location specified on the attached map into an unnamed
tributary to Crowders Creek which is classified Class C waters in the Catawba River Basin.

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A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0075116
During the period beginning on the effective date of the permit and lasting until expiration,the Penmittee is authorized to discharge from
outfall(s)serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitation: Monitoring Requirements
Measurement SamDie *SamDi,
Monthly Avg Weekly Avg. Daily Max Frequency Tyne Location
Flow 0.001 MGO Weekly Instantaneous I or E
BOD, 5 day, 20°C 15.0 mg/I 22.5 mg/I 2/Month Grab E
Total Suspended Residue 30.0 mg/I 45.0 mg/I 2/Month Grab E
NH3 as N 4.0 mg/I 2/Month Grab E
Dissolved Oxygen" Weekly Grab E
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml 2/Month Grab E
Total Residual Chlorine Daily Grab E
Temperature Weekly Grab E
* Sample locations:E-Effluent,I-Influent
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

. .r
_ r
PART I
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page l of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management,Department of Environment, Health and
Natural Resources.
3. wIC
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33
USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured,divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge"is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight)of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured,divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration,"other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar month
on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value)of all the samples collected during that calendar day. The average monthly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" under"Other Limits" in
Part I of the permit.
b. The "average weekly concentration,"other than for fecal coliform bacteria,is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week(arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted by
flow value)of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is identified as "Weekly Average" under"Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under "Other Limits" in Part I of the permit.
d. The "average annual concentration,"other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily
discharges sampled and/or measured during such year (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value)of all the samples collected during that calendar day . The average yearly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen)is the minimum allowable amount
of dissolved oxygen required to be available in the effluent prior to discharge averaged
over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to be the "daily average concentration" for the discharge. It is
identified as "daily average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June, July through September, and October through December.

Part II
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement"is a measure of flow taken at the time of sampling,
when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually without interruption throughout the operating hours of the facility. Flow
shall be monitored continually except for the infrequent times when there may be no flow
or for infrequent maintenance activities on the flow device.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection,or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the
sampling point. Flow measurement between sample intervals shall be determined by
use of a flow recorder and totalizer, and the present gallon interval between sample
collection fixed at no greater than 1/24 of the expected total daily flow at the treatment
system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time
of greater than 24 hours. In such cases, effluent grab samples may be collected at time
intervals evenly spaced over the 24 hour period which are equal in number of hours to the
detention time of the system in number of days. However,in no case may the time interval
between effluent grab samples be greater than six (6) hours nor the number of samples less
than four(4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of
the individual values where N is equal to the number of individual values. The geometric
mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).

Part II
Page 4 of 14
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that reasonably
represents the calendar day may be used for sampling.
11.Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1)of the Clean Water Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal
application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the Clean Water Act within the
time provided in the regulations that establish these standards or prohibitions or standards
for sewage sludge use or disposal, even if the permit has not yet been modified to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to
a civil penalty not to exceed $25,000 per day for each violation. Any person who
negligently violates any permit condition is subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any
person who knowingly violates permit conditions is subject to criminal penalties of$5,000
to$50,000 per day of violation,or imprisonment for not more than 3 years,or both. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed$10,000 per violation with the maximum amount not to exceed$125,000. [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per
violation may be assessed against any person who violates or fails to act in accordance with
the terms, conditions,or requirements of a permit. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or
limitation implementing any of such sections in a permit issued under section 402 of the
Act. Administrative penalties for Class I violations are not to exceed$10,000 per violation,
with the maximum amount of any Class I penalty assessed not to exceed $25,000.

f l
Part II
Page 5 of 14
Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed$125,000.
2. Duly to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use
or disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C-4) and "Power Failures"
(Part II, C-7), nothing in this permit shall be construed to relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-
215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities,liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal
property,or any exclusive privileges,nor does it authorize any injury to private property or any
invasion of personal rights, nor any infringement of Federal, State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the application
of such provision to other circumstances,and the remainder of this permit, shall not be affected
thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists
for modifying, revoking and reissuing, or terminating this permit or to determine compliance
with this permit. The permittee shall also furnish to the Permit Issuing Authority upon
request,copies of records required to be kept by this permit.

Part II
Page 6 of 14
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration date
of this permit,the permittee must apply for and obtain a new permit.
10. expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date,the permittee shall submit such
information,forms, and fees as are required by the agency authorized to issue permits no later
than 180 days prior to the expiration date. Any permittee that has not requested renewal at least
180 days prior to expiration, or any permittee that does not have a permit after the expiration
and has not requested renewal at least 180 days prior to expiration,will subject the permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section,
a responsible corporate officer means: (a) a president, secretary, treasurer or vice
president of the corporation in charge of a principal business function, or any other
person who performs similar policy or decision making functions for the corporation,
or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents
has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively;or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for
the overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for
environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3)The written authorization is submitted to the Permit Issuing Authority.

Part II
Page 7 of 14
c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify, under penalty of law,that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of
the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for
knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request by the permittee for a permit modification,revocation and reissuance,or termination,
or a notification of planned changes or anticipated noncompliance does not stay any permit
condition.
13. Permit Modification.Revocation and Reissuance.or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit,revoking and reissuing the permit,or terminating the permit as allowed
by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts
122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive authority to operate this facility arises under this permit. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions, requirements, terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification Commission.
The permittee must also employ a certified back-up operator of the appropriate type and any
grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least
daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A .0202. Once the facility is classified, the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are 50%complete.

Part II
Page 8 of 14
2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances)which are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or similar systems which are
installed by a permittee only when the operation is necessary to achieve compliance with the
conditions of the permit.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a treatment
facility including the collection system, which is not a designed or established or
operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to
the treatment facilities which causes them to become inoperable, or substantial and
permanent loss of natural resources which can reasonably be expected to occur in the
absence of a bypass. Severe property damage does not mean economic loss caused by
delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only if it also is for essential maintenance to assure efficient operation.
These bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2)Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II,E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass,unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal

Part II
Page 9 of 14
• periods of equipment downtime. This condition is not satisfied if adequate backup
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment
downtime or preventive maintenance;and
(C)The pennittee submitted notices as required under Paragraph c. of this section.
(2)The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
such technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed,contemporaneous operating logs,or other relevant evidence that:
(1)An upset occurred and that the pennittee can identify the cause(s)of the upset;
(2)The permittee facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this
permit.
(4)The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in
a manner such as to prevent any pollutant from such materials from entering waters of the State
or navigable waters of the United States. The permittee shall comply with all existing federal

Part II
Page 10 of 14
regulations governing the disposal of sewage sludge.Upon promulgation of 40 CFR Part 503,
any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40
CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the
Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the
regulation, even if the permit is not modified to incorporate the requirement. The permittee
shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal
practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation,Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability,
to prevent the discharge of untreated or inadequately treated wastes during electrical power
failures either by means of alternate power sources, standby generators or retention of
inadequately treated effluent.
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a monthly Discharge Monitoring Report(DMR)Form (DEM No. MR 1, 1.1, 2,
3) or alternative forms approved by the Director,DEM,postmarked no later than the 30th day
following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the
case of a new facility,on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of
the volume of monitored discharges. The devices shall be installed, calibrated and maintained
to ensure that the accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected shall be capable of measuring flows with a maximum
deviation of less than + 10% from the true discharge rates throughout the range of expected

y f
Part II
Page 11 of 14
discharge volumes. Once-through condenser cooling water flow which is monitored by pump
logs,or pump hour meters as specified in Part I of this permit and based on the manufacturer's
pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to
regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water
Pollution Control Act,as Amended,and Regulation 40 CFR 136; or in the case of sludge use or
disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit,all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and
all data generated must be reported down to the minimum detection or lower reporting level of
the procedure. If no approved methods are determined capable of achieving minimum
detection and reporting levels below permit discharge requirements, then the most sensitive
(method with the lowest possible detection and reporting level)approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
permit shall, upon conviction,be punished by a fine of not more than $10,000 per violation,or
by imprisonment for not more than two years per violation, or by both. If a conviction of a
person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than$20,000 per day of violation,or by imprisonment of not
more than 4 years, or both.
6. Records Retention
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the permittee shall retain records of all
monitoring information, including all calibration and maintenance records and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports required by
this permit, for a period of at least 3 years from the date of the sample, measurement, report
or application. This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date,exact place,and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s)who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

.
Part II , ,.
Page 12 of 14
8. Inspection and Entry
The permittee shall allow the Director,or an authorized representative(including an authorized
contractor acting as a representative of the Director),upon the presentation of credentials and
other documents as may be required by law,to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted,or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment),practices,or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or
as otherwise authorized by the Clean Water Act, any substances or parameters at any
location.
SECTION E. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42
(a) (1).
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including
notification of additional use or disposal sites not reported during the permit application
process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.

Part II
Page 13 of 14
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the permittee and incorporate such
other requirements as may be necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR) (See Part II.
D.2 of this permit)or forms provided by the Director for reporting results of monitoring of
sludge use or disposal practices.
b. If the permittee monitors any pollutant more frequently than required by the permit,using
test procedures specified in Part II, D. 4. of this permit or in the case of sludge use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including
exact dates and times, and if the noncompliance has no been corrected,the anticipated time
it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2)Any upset which exceeds any effluent limitation in the permit.
(3)Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part H. E. 5 and 6.
of this permit at the time monitoring reports are submitted. The reports shall contain the
information listed in Part II. E. 6. of this permit.

Part II .
Page 14 of 14
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director,it shall promptly submit such facts or information.
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester, the known passage of a slug of hazardous
substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within 5 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of
the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management. As
required by the Act,effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per
violation,or by imprisonment for not more than two years per violation,or by both.

. ,
PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until
Final Plans and Specifications have been submitted to the Division of Environmental
Management and written approval and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be required to determine the
compliance of this NPDES permitted facility with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to
believe:
a.That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that
discharge will exceed the highest of the following "notification levels";
(1)One hundred micrograms per liter(100 ug/1);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methyl-4.6-
dinitrophenol; and one milligram per liter(1 mg/1)for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the
permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a
non-routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the following "notification levels";
(1) Five hundred micrograms per liter(500 ug/1);
(2) One milligram per liter(1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the
most environmentally sound alternative of the reasonably cost effective alternatives. If the
facility is in substantial non-compliance with the terms and conditions of the NPDES permit
or governing rules, regulations or laws, the permittee shall submit a report in such form and
detail as required by the Division evaluating these alternatives and a plan of action within
sixty (60) days of notification by the Division.

•_ .
Part m Permit No. NC0075116
E. Chlorine disinfection shall be added to the treatment facility within 120 days of the issuance of
this permit.An Authorization to Construct must be requested and received from the Division of
Environmental Management prior to any construction.

• . ✓
'�'. .. •
PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in
accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to
revoke the permit

Akk Or" I
' STATE
RECEIVED 6 ,.;..,�
fr
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�p{[pN OF ENVIA01►0� II
„IN 23 1969 •
,.
krsun°em. State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey, Jr., Secretary June 19, 1989 Director
Mr. Vratislav Draha
3510 Kings Mountain Highway, Box 17
Gastonia, NC 28052
Subject:NPDES No. NC0075116
Dogwood Park
Formerly Suntee MHP
Gaston County
Dear Mr Draha:
In accordance with your request received June 12, 1989, we are forwarding herewith the
subject permit now issued as Dogwood Park. The permit also reflects requested changes in
monitoring; requirements are now for weekly monitoring of Total Residual Chlorine and daily
monitoring of Temperature.This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
U. S. Environmental Management Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you may request a waiver or modification pursuant to Regulation 15 NCAC
2B .0508(b) by written request to the Director identifying the specific issues to be contended.
Unless such request is made within 30 days following receipt of this permit, this permit shall be
final and binding. Should your request be denied,you will have the right to request an adjudicatory
hearing.
Please take notice that this permit is not transferable. Part II, D. 3. addresses the requirements
to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit
that may be required.
Continued...
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

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�. ARTHUR MOUBERRY
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•
• • Permit No. NC0075116
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215. 1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Vratislav Draha
is hereby authorized to discharge wastewater from a facility located at
Dogwood Park
3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as an unnamed tributary to Crowders Creek in the
Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective June 19, 1989
This permit and the authorization to discharge shall expire at midnight on
April 30, 1994
Signed this day June 19, 1989 WOW Signsd BY
AR'ThUR MOUBERRY
For.
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

•
S
Permit No. NC007511.6
SUPPLEMENT TO PERMIT COVER SHEET
Vratislav Draha
is hereby authorized to:
1. Continue to operate a 0.001 MGD wastewater treatment facility consisting
of a septic tank, dosing tank, and sandfilter located at Dogwood Park, 3510
Kings Mountain Highway, Gastonia in Gaston County (See Part III of this
Permit); and
2. After receiving an Authorization to Construct from the Division of
Environmental Management, construct and operate additional facilities
needed to comply with the final effluent limitations and condition of this
permit (See Part III of this Permit); and
3. Discharge from said treatment works at the location specified on the
attached map into an unnamed tributary to Crowders Creek which is
classified Class "C" waters in the Catawba River Basin.

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r.
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final •
NPDES No. NC0075116
During the period beginning on the effective date of the Permit and last'
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such d scharg s shall be untilexpiratioli, the
mited
and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations
Monitoring Requirements
Lbs/day Other Units (Specify) Measurement Sample *Sample
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency
Type Location
Flow 0.001 MGD
BOD, 5Day, 20 Degrees C Weekly Instantaneous I or E
15.0 mg/1 22.5 mg/1 2/month Grab E
Total Suspended Residue 30.0 mg/1 45.0 mg/1 2/month Grab
NH3 as N 4.0 mg/1 6.0 mg/1 2/month Grab E
E
Dissolved Oxygen (minimum) 6.0 mg/1 6.0 mg/1 Weekly Grab E, U, D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml 2/month Grab
Total Residual Chlorine E, U, D
Temperature Weekly Grab E
Conductivity Daily Grab E, U, D
Weekly Grab U, D
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored 2/month at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
M3

Part I
B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for
discharges in accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective
date of the permit.
2. Permiit.ae shall at all times provide the operation and maintenance
necessary to operate the existing facilities at optimum efficiency.
3. No later than 14 calendar days following a data identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next schedule
requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit
noncompliance constitutes a violation of the Clean Water Act and is grounds
for enforcement action; for permit termination, revocation and reissuance,
or modification; or for denial of a permit renewal application.
2. Penalties for Violations of Permit Conditions
Any person who violates a permit condition is subject to a civil penalty not
to exceed $10,000 per day of such violation. Any person who willfully or
negligently violates a permit condition is guilty of a misdemeanor punishable
by a fine not to exceed $15,000 per day of violation, or by imprisonment
not to exceed six months or both.
3. Duty to Mitigate
The permittee shall take all reasonable steps to minimize any adverse impact
to navigable waters resulting from noncompliance with any effluent limitations
specified in this permit, including accelerated or additional monitoring as
necessary to determine the nature and impact of the noncomplying discharge.
4. Permit Modification
After notice and opportunity for a hearing pursuant to NCGS 143-215. 1(b)
(2) and NCGS 143-215. 1(e) respectively, this permit may be modified, suspended,
or revoked in whole or in part during its term for cause including, but not
limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose fully
all relevant facts;
c. A change in any condition that requires either a temporary or permanent
reduction or elimination of the authorized discharge; or
d. Information newly acquired by the Division indicating the discharge poses
a threat to human health or welfare.
If the permittee believes that any past or planned activity would be cause for
modification or revocation and reissuance, the permittee must report such
information to the Permit Issuing Authority. The submittal of a new application

Part II
Page 2 of 14
may be required of the permittee. The filing of a request by the permittee for
a permit modification, revocation and reissuance, or termination, or a
notification of planned changes or anticipated noncompliances, does not stay
any permit condition.
5. Toxic Pollutants
Notwithstanding Part II, A-4 above, if a toxic effluent standard or prohibition
(including any schedule of compliance specified in such effluent standard or
prohibition) is established under Section 307(a) of the Act for a toxic
pollutant which is present in the discharge, if such standard or prohibition
is more stringent than any limitation for such pollutant in this permit, this
permit shall be revised or modified in accordance with the toxic effluent
standard prohibition and the permittee so notified.
The permittee shall comply with effluent standards or prohibitions established
under Section 307(a) of the Clean Water Act for toxic pollutants within the
time provided in the regulations that establish those standards or prohibitions,
even if the permit has not yet been modified to incorporate the requirement.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, B-3) and
"Power Failures" (Part II, B-6), nothing in this permit shall be construed
to relieve the permittee from any responsibilities, liabilities, or penalties
for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility
for effective compliance may be temporarily suspended.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any
legal action or relieve the permittee from any responsibilities, liabilities,
or penalties to which the permittee is or may be subject to under NCGS
143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. Furthermore,
the permittee is responsible for consequential damages, such as fish kills,
even though the responsibility for effective compliance may be temporarily
suspended.
8. Property Rights
The issuance of this permit does not convey any property rights in either real
or personal property, or any exclusive privileges, nor does it authorize any
injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations.

Part II
Page 3 of 14
9. Onshore of Offshore Construction
This permit does not authorize or approve the construction of any onshore or
offshore physical structures or facilities or the undertaking of any work
in any navigable waters.
10. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circumstances,
is held invalid, the application of such provision to other circumstances, and
the remainder of this permit, shall not be affected thereby.
11. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reason-
able time, any information which the Permit Issuing Authority may request
to determine whether cause exists for modifying, revoking and reissuing,
or terminating this permit or to determine compliance with this permit. The
permittee shall also furnish to the Permit Issuing Authority upon request,
copies of records required to be kept by this permit.
SECTION B. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times maintain in good working order and operate
as efficiently as possible all treatment or control facilities or systems
installed or used by the permittee to achieve compliance with the terms
and conditions of this permit.
2. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it
would have been necessary to halt or reduce the permitted activity in
order to maintain compliance with the condition of this permit.
3. Bypassing
Any diversion from or bypass of facilities is prohibited, except (i) where
unavoidable to prevent loss of life or severe property damage, or (ii)
where excessive storm drainage or runoff would damage any facilities
necessary for compliance with the effluent limitations and prohibitions of this
permit. All permittees who have such sewer bypasses or overflows of this
discharge shall submit, not later than six months from the date of issuance
of this permit, detailed data or engineering estimates which identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from each sewer system
bypass or overflow.

•
Part II
Page 4 of 14
This requirement is waived where infiltration/inflow analyses are scheduled
to be performed as part of an Environmental Protection Agency facilities
planning project.
The permittee shall report by telephone to either the central office or
appropriate regional office of the Division as soon as possible, but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any division from or
bypass of facilities.
4. Upsets
"Upset" means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations
because of factors beyond the reasonable control of the permittee. An upset
does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment facilities,
lack of preventive maintenance, or careless or improper operation. An upset
constitutes an affirmative defense to an action brought for noncompliance
with such technology based permit limitation if the requirements of 40 CFR S
122.41(n)(3) are met.
5. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of
treatment or control of wastewaters shall be disposed of in accordance with
NCGS 143-215. 1 and in a manner such as to prevent any pollutant from such
materials from entering waters of the State or navigable waters of the United
States.
6. Power Failures
The permittee is responsible for maintaining adequate safeguards as required
by DEM Regulation, Title 15, North Carolina Administrative Code, Subchapter 2H,
.0124 Reliability, to prevent the discharge of untreated or inadequately treated
wastes during electrical power failures either by means of alternate power
sources, standby generators or retention of inadequately treated effluent.
SECTION C. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be
characteristic of the volume and nature of the permitted discharge. Samples
collected at a frequency less than daily shall be taken on a day and time that
is characteristic of the discharge over the entire period which the sample
represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified , before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points
shall not be changed without notification to and the approval of the Permit
Issuing Authority.

•
Part II
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2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for
each month and reported on a monthly Discharge Monitoring Report (DMR) Form
(DEM No. MR 1, 1. 1, 2, 3) or alternative forms approved by the Director, DEM,
postmarked no later than the 30th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the
permit or in the case of a new facility, on the last day of the month following
the commencement of discharge. Duplicate signed copies of these, and all other
reports required herein, shall be submitted to the following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 27687
Raleigh, North Carolina 27611
3 Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to insure the accuracy and
reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to insure that the
accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected shall be capable of measuring flows
with a maximum deviation of less than + 10% from the true discharge rates
throughout the range of expected discharge volumes. Once-through condenser
cooling water flow which is monitored by pump logs, or pump hour meters as
specified in Part I of this permit and based on the manufacturer's pump
curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to NCGS 143-215.63 et seq, the Water and Air
Quality Reporting Acts, and to regulations published pursuant to Section 304(g),
33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and
Regulation 40 CFR 136.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or
knowingly renders inaccurate, any monitoring device or method required to be
maintained under this permit shall, upon conviction, by punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than
six months per violation, or by both.

Part II
Page 6 of 14
6. Records Retention
All records and information resulting from the monitoring activities required by
this permit including all records of analyses performed and calibration and
maintenance of instrumentation and recordings from continuous monitoring
instrumentation shall be retained for a minimum of three (3) years by the
permittee. Thisperiod of retention shall be extended during the course
of any unresolved litigation or if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection Agency.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this
permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed;
c. The person(s) who performed the analyses; and
d. The results of such analyses.
8. Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized representatives,
upon the presentations of credentials:
a. To enter upon the permittee's premises where an effluent source is located
or in which any records are required to be kept under the terms and
conditions of this permit; and
b. At reasonable times to have access to and copy any records required to be
kept under the terms and conditions of this permit; to inspect any
monitoring equipment or monitoring method required in this permit; and
to sample any discharge of pollutants.
SECTION D. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified in
this permit more frequently than or at a level in excess of that authorized
shall constitute a violation of the permit. Any anticipated facility
expansions, production increases, or process modifications which will result

•
Part II
Page 7 of 14
in new, different, or increased discharges of pollutants must be reported by
submission of a new NPDES application or, if such changes will not violate
the effluent limitations specified in this permit, by notice to the DEM of
such changes. Following such notice, the permit may be modified to specify
and limit any pollutants not previously limited.
2. Anticipated Noncompliance
The permittee shall give notice to the Permit Issuing Authority of any planned
change in the permitted facility or activity which may result in noncompliance
with permit requirements. Any maintenance of facilities, which might
necessitate unavoidable interruption of operation and degradation of effluent
quality, shall be scheduled during noncritical water quality periods and carried
out in a manner approved by the Permit Issuing Authority.
3. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in name, control
or ownership of facilities from which the authorized discharge emanates or is
contemplated, the permittee shall notify the prospective owner or controller by
letter of the existence of this permit and of the need to obtain a permit in the
name of the prospective owner. A copy of the letter shall be forwarded to the
Division of Environmental Management.
4. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated herein
more frequently than required by this permit, using approved analytical methods
as specified above, the results of such monitoring shall be included in the
calculation and reporting of the values is required in the DMR. Such increased
frequency shall also be indicated. The DEM may require more frequent monitoring
or the monitoring of other pollutants not required in this permit by written
notification.
5. Averaging of Measurements
Calculations for limitations which require averaging of measurements shall
utilize an arithmetic mean unless otherwise specified by the Permit Issuing
Authority in the permit.
6. Noncompliance Notification
The permittee shall report by telephone to either the central office or the
appropriate regional office of the Division as soon as possible, but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:

Part II
Page 8 of 14
a. Any occurrence at the water pollution control facility which results in
the discharge of significant amounts of wastes which are abnormal in
quantity or characteristic, such as the dumping of the contents of a
sludge digester; the known passage of a slug of hazardous substance
through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render
the facility incapable of adequate wastewater treatment such as mechanical
or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility
resulting in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
d. Any time that self-monitoring information indicates that the facility has
gone out of compliance with its NPDES permit limitations.
Persons reporting such occurrences by telephone shall also file a written
report in letter form within 15 days following first knowledge of the
occurrence.
7. Changes in Discharges of Toxic Substances:
The permittee shall notify the Permit Issuing Authority as soon as it knows or
has reason to believe:
a. That any activity has occurred or will occur which would result in the
discharge, on a routine or frequent basis, of any toxic substance(s) (listed
at 40 CFR S 122, Appendix D, Table II and III) which is not limited in the
permit, if that discharge will exceed the highest of the following
"notification levels".
(1) One hundred micrograms per liter (100 ug/l);
(2) Two hundred micrograms per liter (200 ug/l) for acrolein and
acrylonitrile; five hundred micrograms per liter (500 ug/l)
for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one
milligram per liter (1 mg/1) for antimony; or
(3) Five (5) times the maximum concentration value reported for that
pollutant(s) in the permit application.
b. That any activity has occurred or will occur which would result in any
discharge, on a non-routine or infrequent basis, of a toxic pollutant
(listed at 40 CFR S 122, Appendix D. Table II and III) which is not
limited in the permit, if that discharge will exceed the highest of the
following "notification levels":

Part II
Page 9 of 14
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (1 mg/I) for antimony; or
(3) Ten (10) times the maximum concentration value reported for that
pollutant(s) in the permit application.
8. Expiration of Permit
Permittee is not authorized to discharge after the expiration date. In order to
receive authorization to discharge beyond the expiration date, the permittee
shall submit such information, forms, and fees as are required by the agency
authorized to issue permits no later than 180 days prior to the expiration date.
Any discharge without a permit after the expiration will subject the permittee
to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et seq.
9. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing
Authority shall be signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the
purpose of this Section, a responsible corporate officer means:
(a) a president, secretary, treasurer or vice president of the
corporation in charge of a principal business function, or any
other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more
manufacturing production or operating facilities employing more
than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority
to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or
the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either
a principal executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the
Permit Issuing Authority shall be signed by a person described above or by
a duly authorized representative of that person. A person is a duly
authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having
responsibility for the overall operation of the regulated facility or
activity, such as the position of plant manager, operator of a well or

•
•
Part II
Page 10 of 14
well field, superintendent, a position of equivalent responsibility,
or an individual or position having overall responsibility for environ-
mental matters for the company. (A duly authorized representative
may thus be either a named individual or any individual occupying a
named position. ); and
(3) The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. of
this section shall making the following certification:
"I certify, under penalty of law, that this document and all attachments
were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who
manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and
believe, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations."
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a) (2) or
Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance
with the terms shall be available for public inspection at the offices of the
Division of Environmental Management. As required by the Act, effluent data
shall not be considered confidential. Knowingly making any false statement on
any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215. 1(b) (2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false
statement, representation, or certification in any record or other document
submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment
for not more than six months per violation, or by both.
SECTION E. DEFINITION
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Natural
Resources and Community Development.

Part II
Page 11 of 14
3. EMC:
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as
amended, 33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge: is defined as the total mass of all
daily discharges sampled and/or measured during a calendar month on
which daily discharges are sample and measured, divided by the number
of daily discharges samples and/or measured during such month. It is
therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by
the number of days the tests were reported. The limitation is
identified as "Daily Average" or "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of
all daily discharges sampled and/or measured during the calendar week
(Sunday-Saturday) on which daily discharges are sampled and measured,
divided by the number of daily discharges samples and/or measured
during such week. It is, therefore, an arithmetic mean found by
adding the weights of pollutants found each day of the week and then
dividing this sum by the number of days the tests were reported. This
limitation is identified as "Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a
pollutant discharged during a calendar day. If only one sample is
taken during any calendar day the weight of pollutant calculated from
it is the "maximum daily discharge." This limitation is identified as
"Daily Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all
daily discharges sample and/or measured during the calendar year on
which daily discharges are sampled and measured, divided by the number
of daily discharges sampled and/or measured during such year. It is,
therefore, an arithmetic mean found by adding the weights of
pollutants found each day of the year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as
"Annual Average" in Part I of the permit.

Part II
Page 12 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform
bacteria, is the sum of the concentrations of all daily discharges
samples and/or measured during a calendar month on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled
and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected
during that calendar day. The average monthly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" or
"Daily Average" under "Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar week (Sunday/Saturday) on which daily discharges
are sampled and measured divided by the number of daily discharges sampled
and/or measured during such week (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during
that calendar day. The average weekly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar
week. This limitation is identified as "Weekly Average" under "Other
Limits" in Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant
discharge during a calendar day. It is identified as "Daily Maximum"
under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar year on which daily discharges are sampled and
measured divided by the number of daily discharges sampled and/or measured
during such year (arithmetic mean of the daily concentration values). The
daily concentration value is equal to the concentration of a composite
sample or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The
average yearly count for fecal coliform bacteria is the geometric mean
of the counts for samples collected during a calendar year. This limitation
is identified as "Annual Average" under "Other Limits" in Part I of the
permit.

Part II
Page 13 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours
average flow, averaged monthly. It is determined as the arithmetic mean
of the total daily flows recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time
of sampling, when both the sample and flow will be representative of the
total discharge.
8. Types of Samples
a. Composite Sample: These samples consist of grab samples collected at
equal intervals and combined proportional to flow, a sample continuously
collected proportionally to flow, or equal volumes taken at varying time
intervals. If a composite sample is obtained from grab samples, the
following requirements apply. The intervals between influent grab
samples shall be no greater than hourly. Intervals between effluent grab
samples shall be no greater than hourly except where the detention time
of the wastewater in the facility is greater than 24 hours, in which
case, the interval between grab samples shall be no greater in number of
hours than the detention time in number of days; provided, however, in
no case may the time between effluent grab samples be greater than six
hours nor the number of grab samples less than four during any discharge
period of 24 hours or less.
b. Grab Sample: Grab samples are individual samples collected over a
period of time not exceeding 15 minutes; the grab sample can be taken
manually.
9. Calculation of Means
a. Arithmetic Mean: The arithmetic mean of any set of values is the summation
of the individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of
the product of the individual values where N is equal to the number of
individual values. The geometric mean is equivalent to the antilog of
the arithmetic mean of the logarithms of the individual values. For
purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the
respective flows.

Part II
Page 14 of 14
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight
of the next day. However, for purposes of this permit, any consecutive 24-hour
period that reasonably represents the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116
pursuant to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of
the Clean Water Act.

r .
PART III
OTHER REQUIREMENTS
A. Previous Permits
All previous State water quality permits issued to this facility, whether for
construction or operation or discharge, are hereby revoked by issuance of this
permit. The conditions, requirements, terms, and provisions of this permit
authorizing discharge under the National Pollutant Discharge Elimination
System govern discharges from this facility.
B. Construction
No construction of wastewater treatment facilities or additions thereto shall
be begun until Final Plans and Specifications have been submitted to the
Division of Environmental Management and written approval and Authorization
to Construct has been issued.
C. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge
of the wastewater treatment facilities. Such operator must hold a certification
of the grade equivalent to or greater than the classification assigned to the
wastewater treatment facilities.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of
Environmental Management, conduct groundwater monitoring as may be required
to determine the compliance of this NPDES permitted facility with the current
groundwater standards.
E. Limitations Reopener
This permit shall be modified or alternatively, revoked and reissued, to comply
with any applicable effluent guideline or water quality standard issued or
approved under Sections 302(b) (2) (c), arid. (d), 304(b) (2), and 307(a) (2)
of the Clean Water Act, if the effluent guideline or water quality standard
so issued or approved:
1. contains different conditions or is otherwise more stringent than any
effluent limitation in the permit; or .
2. controls any pollutant not limited in the permit.
The permit as modified or reissued under this paragraph shall also contain any
other requirements in the Act then applicable.

Part TIT
Permit: No. NC0075116
F. Toxicity Reopener
This permit shall be modified, or revoked and reissued, to incorporate toxicity
limitations and monitoring requirements in the event toxicity testing or other
studies conducted on the effluent or receiving stream indicate that detrimental
effects may be expected in the receiving stream as a result of this discharge.
G. The permittee shall properly connect to an operational publicly owned
wastewater collection system within 180 days of its availability to the site,
if the facility is in noncompliance with its permit effluent limitations for
three consecutive months.
H. Chlorine disinfection shall be added to the treatment facilities within 120
days of the issuance of this permit. An Authorization to Construct must be
requested and received from the Division of Environmental Management prior to
any construction.

� �
PART IV
ANNUAL ADMINISTERING AND COMPLIANCE FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a
timely manner in accordance with 15 NCAC 2H .0105(b)(4) may cause this Division
to initiate action to revoke the permit.

Date: September 26, 1988
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No. NC 0075116
PART I - GENERAL INFORMATION
1. Facility and Address: Suntee Mobile Home Park
3510 Kings Mountain Highway; Box 17
Gastonia, North Carolina 28052
•
2. Date of Investigation: October 5, 1988
3 . Report Prepared By: Allen Hardy, Environmental Engineer I
4. Person Contacted: Vratislav Draha; telephone number (704)
864-3703
5. Directions to Site: From downtown Gastonia travel west on
Highway 29-74 approximately . 5 mile past the Gastonia City
limits or . 4 mile past S. R. 1135 and the trailer park will
be on the right (north) side of Highway 29-74.
6. Discharge Point - Latitude: 35° 15 ' 28"
• Longitude: 81° 14 ' 52"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No. : F 14 SW
7. Size ( land available for expansion and upgrading) : Land
available for expansion and upgrading is limited.
8. Topography (relationship to flood plain included) :
Moderately flat, 3-7% slopes. The septic tank is not in
the flood plain, but the sand filter seems to either be in
the flood plain or borderline.
9. Location of Nearest Dwelling: The nearest dwelling is
approximately 150 feet away from the plant.
10. Receiving Stream or Affected Surface Waters: Unnamed
tributary to Crowders Creek
a. Classification: C
b. River Basin and Subbasin No. : Catawba 03-08-37

Page Two
c. Describe receiving stream features and pertinent
downstream uses: Excellent flow was observed in the
receiving stream. No degradation of the stream was
observed. It has a well defined creek channel. There
are no known discharges within a couple of miles of
this discharge, but there are numerous discharges to
Crowders Creek.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
0% Industrial
a. Volume of wastewater: . 0010 MGD
b. Types and quantities of industrial wastewater: N/A
c. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only) : N/A
2. Production Rates ( industrial discharges only) in Pounds:
N/A
3 . Description of Industrial Process (for industries only) and
Applicable CFR Part and Subpart: N/A
4. Type of Treatment ( specify whether proposed or existing:
The existing wastewater treatment facility consists of a
septic tank, dosing tank and a subsurface sand filter.
5. Sludge Handling and Disposal Scheme: Sludge handling and
disposal scheme has not as yet been submitted. A sludge
disposal scheme should be developed before permit issuance.
6. Treatment Plant Classification: Unknown at this time.
7. SIC Code(s) : 6515
Wastewater Code( s) : 08
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only) ? No
2. Special monitoring requests: N/A
3. Additional effluent limits requests: N/A
4. Other: It is recommended that chlorine disinfection be
added to the system within sixty (60) days of the permit
issuance.
PART IV - EVALUATION AND RECOMMENDATIONS
The existing wastewater treatment facility at Suntee Mobile
Home Park contains a septic tank and dosing tank which together

Page Three
is 22 feet in length. The septic tank itself is 8 feet deep and
4 feet wide and approximately 16 feet long (dimensions submitted
by the owner) . The effluent empties into a subsurface sand
filter bed.
The initial inspection revealed wastewater ponding on the
surface of the sand filter, and brush and debris extremely
thick. After the owner cleaned the area above the sand filter,
the wastewater surfacing seems to have ceased.
Based on 12 mobile homes at 2 bedrooms per trailer and 120
gallons/day/bedroom the design wastewater equals 2880 gallons.
Using a septic tank dimension of 16 ' x 4 ' x 8 ' the tank capacity
is 3829 gallons which is adequate for the incoming wastewater
flow.
Pending receipt of a Waste Load Allocation from Technical
Services, it is recommended that the Permit be issued with the
condition that the facility connect to an area-wide sewer system
as soon as possible.
IA) , AIL_ 1 ,a/JAA
Signature of Report Pryr
• _ 'er Quality Regioital Supervisor

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k�.A. w •,,,, 1 , `•, a i ". ."'^ - %.s...,:__ ,, .,, 'rr ,,,,,y , "rs Ate" ,
RECEIVED
visioN OF ENV,RONMENTAI AN mcr, State of North Carolina .y'
• Department of Natural Resources and Community Development
It'. SEP 7 1988 Division of Environmental Management ,
I
N oR L North Salisbury Street • Raleigh, North Carolina 27611
SiEG1ONAk
z James G. Martin, Governor ' y� .# R. Paul Wilms
S. ThomasRhodes, Secretary Director
Subject : NPDES Permit Application ;``'
NPDES Permit No. NCOO
County a
Dear 1_= f"', i s , (m_- r..
This is to acknowledge receipt of the following documents on
Application Form, r
Engineering Proposal (for proposed control facilities) ,
f , Request for permit renewal ,
f'
Application Processing Fee of $ ,! o-t,).. ,, ,
Other
-X The items checked below are needed before review can begin: t"-0
Application form (Copy enclosed) , fA
Engineering Proposal (See Attachment) ,
Application Processing Fee of $ ,
O,41! ther _-
F
If the application is not made complete within thirty (30) days , it will
• be returned to you and may be resubmitted when complete . `
• This application has been assigned to
(919/733-5083) of our Permits Unit for review. You will be advised of '.
• any comments recommendations, questions or other information necessary
for the review of the application.
' I am, by copy of this letter, requesting that our Regional Office y ` .
'e Supervisor prepare a staff report and recommendations regarding this „,F'
A discharge . If you have any questions regarding this application, please l
I contact the review person listed above . vy=..
Sincerely, ,
6.
1 .1/1 Arthur Mouberry, P .E .
,�,j , r- r ,, . A Supervisor, Permits and Engineering
cc : i
Pollution Prevention Pays
' P.O. Box 27687, Raleigh, North Carolina 27611-7687 919-733-7015
yiTelephone4
•,.,,,,— '�"mo t, `` F'`... rM1: Equal Opportunity Affirmative.Action Employer- �<''.''-` e.. -ro..

ENGINEERING PROPOSAL
Regulation Citation: 15 NCAC 2H .0105 (b) (1-6)
Applications for projects requiring construction of control facilities shall, in
addition to applications required in Subdivision (a) of this Rule, file in
triplicate an engineering proposal setting forth the following information:
(1) a description of the origin, type, and flow of waste which is proposed to
be discharged. Flow shall be determined in accordance with Rule 2H
.0219(1) of this Chapter.
(2) a summary of waste treatment and disposal options that were considered and
why the proposed system and point of discharge were selected; the summary
should have sufficient detail to assure that the most. environmentally
sound alternative was selected from the reasonably cost effective options;
(3) a narrative description of the proposed treatment work, including type and
arrangement of major components, in sufficient detail to assure that the
proposed facility has the capability to comply with tile permit limits;
for commonly used treatment systems or components with well established
treatment capabilities, detailed plans and specifications need not be
submitted until the application. for the authorization t:.o construct;
however, detailed plans and specifications shall he required with the
permit application for any system or component without well. established
treatment capabilities for the nature of waste or degree of treatment
- —° - - —
a general location map, showing orientation of the facility with reference
to at least two (2) geographic references (numbered roads, named
streams/rivers, etc. );
(5) a scale location plan of the site showing location of the proposed
treatment works and the proposed point of discharge;
(6) special studies or modeling may be required in cases where the impacts of
the discharge cannot be readily determined by the Division.
NOTE: The requirements of 15 NCAC 2H .0105 (b).._(6) above are not required to
be performed at this time unless the applicant has previously been
informed by the Division of Environmental Management that these
requirements must be met; otherwise, the Division of Environmental
Management will notify the applicant at a future cint:o if the requirements
of 15 NCAC 2H .0105 (b) (6) must be met.

kilt .
' • %..0.,
NORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION NUMBER
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM D FOR I1k1101017151' 1 / 16
AGENCY
USE DATE RECEIVED To be filed only by services, wholesale and retail trade, , I� r�l - 1 .21q
,
and other commercial establishments including vessels
YEAR MO. DAY
Do not attempt to complete this form without reading the accompanying instructions �6 Uv rry
Please print or type I aA,
1. Name, address, and telephone number of facility producing discharge > V
A. Name .�4,cv f-� / I- P. �a0-uncCe„ YR�,¢�7-isi_kV _27 i4f
570
B. Street address KiK /� "/h!t'-
/ •Uwy .1>oX 17
C. City D. State '
' .
E. County F. ZIP © 7—
G. Telephone No.( ' a Y) e6< -Z7O.
Area e e,010,7 ,
Code k,�Tt lies s ti-a
2. SIC 11111111111 7'4,''t'3:'
O AUG 29 19*
(Leave blank)
12 Mr
3. Number of employees
4. Nature of business Re.2c i � I-4 - 04 iivut
5. (a) Check here if discharge occurs all year , or r:2::::::::::::(73
�
(b) Check the month(s) discharge occurs: et'
;:unxkr
1.o January 2.O February 3.0 parch 4.0 Apr11 5.O May
,nG
6.o June 7.0 July 8.0 August 9.0 September 1O.o October AUG r '"
11.o November 12.o December
(c) How many days per week: t t rli & L\ialivi.Ei'.. <1
1.01 2.02-3 3.04-5 4,. 6-7 •
.
6. Types of waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating day volume treated before
discharging (percent)
Discharge per - - -
operating day 0.1-999 1000-4999 5000-9999 10,000- 50,000 None 0.1- 30- 65- 95-
49,999 or more 29.9 64.9 94.9 100
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
A. Sanitary, daily
average
B. Cooling water, etc.,
daily average
•
C. Other discharge(s), .
daily average;
Specify ---_____
0. Maximum per operat-
ing day for combined
discharge (all types)

7. If any of the types of waste identified in item 6, either treated or un-
treated, are discharged to places other than surface waters, check below
as applicable.
Waste water is discharged to: 0.1-999 1000-4999 • 5000-9999 10,000-49,999 50.000 or more
(1) (2) (3) (4) (5)
A. Municipal sewer cystem
r
II, Ilederyrnuntl well
C. ;ept.ir tank 6
0. Evaporation lagoon or pond
E. Other, specify:
8. Number of separate discharge points:
01 B.D2-3 C.o 4-5 D.O 6 or more
9. Name of receiving,?water or waters
•10. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances added as a result of your operations,
activities, or processes: ammonia, cyanide, aluminum, beryllium, cadmium.
chromium,:copper, lead, mercury, nickel, selenium, zinc, phenols, oil and
grease, and chlorine (residual.
A.O yes B.k no
i certify that I am familiar with the information contained in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
VRAr1_cL J9AU A A
Printed Name of Person Signing�
/"�l-�-a�.ex "
Title d
7_ ? _ �'. '
Date Application Signed
Signs re of Applicant
•
North. Carolina General Statute 143-215.6(b) (2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, 'record, report, plan,
or other document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
or knowly renders inaccurate any:recording or nonitoriag ¢,device or method required to be
operated or maintained under Afttale 2.1_.or regulatioeis •of the Environmental Management Commissior
implementing that Article, shall'be.gui3.tvof a misdemeanor punishable by aline not to exceed
$10,0on, or by imprisonment' not to exceed six months, or by both. (18 U.S.C. Section 1001 pro• :_
a punishment by a fine of`".not more than $10,000 or imprisonment not more than 5 years, or both,
fir a sinilar offense.)

A. C. DEPT. OF NATURAL
RESOURCES AND
Pil°1
COMMUNITY DEVELOPMENT
STATE OF NORTH CAROLINA J AN 2 2 1993 ENVIRONMENTAL MANAGEMF..NT
COUNTY OF AqS�bd COMMISSION
DN1Sion u, 11,n 1t3 tail VIrs'MUIt
HCORESVILLE REGINA OFFICE
IN THE MA FIER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENAL 11ES AGAINST ) ADMINISTRATIVE HEARING AND
PERMIT NO.,-,Aid k PO`35 f't tit IV ) STIPULATION OF FACTS 'l
FILE NO.=° teg�._-'q q '} 4` itat
Having been assessed civil penalties totalling ie./ SOU for
violation(s) as set forth in the assessment document of the Director of the Division of Environmental
Management dated, hive/. a01 K`3 2-- , the undersigned, desiring to seek remission of
the civil penalties, does hereby waive the right to an administrative hearing in the above-stated matter f
and does stipulate that the facts are as alleged in the assessment document. Ct.1.LQ
This the day of J.- �13
, l 19
U. )aA- B
Y
ADDRESS
S 9 m/--fAP
a ' 3 7 CV c 577
4 ii .ii:Y}- , "I, c -9,1:)s-6
TELEPHONE .Di9y, r7 2'i/i//5'
i- -.` 7o' gc• (73/sf

RECEIVED V
JAN 0 19+93 „I AN 7 199?
FAC?1JTIES ASSEV,':T UNIT . . ,re.
l-. y-/3
))6-7.ftt .,.- 63 , go:6", .6 .._
e . - 62-424' 19 9 Z P Z e s ANC vo' S//
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E. 4.),,z21 ' L`'`y`` &e.v. /9,/c9. .
ta,gez.;,. z 0-41 AL.:7
; / )friaa pl.ldc P. ,,/, ,- ..
,Ovt_. 9-6-eigeA„.
.‘LAtfi , c.12. 41,2; _
c,41- t Are_ e2)64,6, -
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4. id„ - _
014 ett„..rtsr_&:, 4 wt--
4-- zJeta...--, ?/4. 71tor2.0.*
_ „At, 0,-(4-- 6-:11 _ _
.Jr7e4e-zi-3/
a? 37 Gold e S7

.101
Prilir. •
ilt
Q011T RDEI'T, p c NA 4101
- � +i
MUNI' y I1p CqoTtF vt, sir
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219 N'r
93
DIVISION OF State of North Carolina
yppas y , tteu a„ Environment, Health and Natural Resources
REGIOMAL �F ,t vision of Environmental Management
512 No Salisbury Street • Raleigh, North Carolina 27604
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
January 21, 1993
C. Wayne Fortner Subject : NPDES Permit Application
3510 Kings Mountain Hwy NPDES Permit No .NC0075116
GAstonia, NC 28052
Sante Mobile Home Park
Dear Mr. Fortner Gaston County
This is to acknowledge receipt of the following documents on January 11, 1993:
Application Form
Engineering Proposal (for proposed control facilities) ,
Request for permit renewal,
L Application Processing Fee of $50.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other Modification request (Name change) .,
The items checked below are needed before review can begin :
Application Form
Engineering proposal (see attachment) ,
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
q Other Need a 1 _ from W� 1 ;am T. 7a . Ron on err;nq with name change.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete .
This application has been assigned to Mack Wiggins
(919/733-5083) of our Permits Unit for review. You will be advised of any
comments recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge . If you have any questions regarding this applications,
please contact the review person listed above .
Sincerely,
C leen H. Sull , P .E .
CC: Mooresville Regional Office

r;)
ww
State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
William W. Cobey, Jr. Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT
February 5, 1992
Mr. W. L. Jackson
Route 3, Box 416
Bessemer City, NC 28016
Subject: NPDES Permit No. NC0075116
William L. Jackson
formerly issued to
Vratislav Draha
Gaston County, NC
Dear Mr. Jackson:
Our records indicate that NPDES Permit No. NC0075116 was
issued on January 30, 1992 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so,
it is suggested that you thoroughly read the Permit. Of
particular importance is Page 4 .
Page 4 sets forth the effluent limitations and monitoring
requirements for your discharge( s) . Your discharge( s) must not
exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation) , you must initiate the required
monitoring. The monitoring results must be entered on the
reporting forms furnished to you by this Agency. If you have not
received these forms, they should be arriving shortly. If you
fail to receive the forms , please contact this Office as quickly
as possible. I have enclosed a sample of the "Effluent"
reporting form (DEM Form MR-1) , plus instructions for completing
the form. It is imperative that all applicable parts be
completed, and the original and one copy be submitted as
required.
The remaining Parts of the Permit set forth definitions, Mr.
general conditions and special conditions applicable to the
919 North Main Street, Moorecville, N.C. 28115 •Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer

Mr. W. L. Jackson
Page Two
February 5, 1992
operation of wastewater treatment facilities and/or discharge( s) .
The conditions include special reporting requirements in the
event of noncompliance, bypasses, treatment unit/process
failures, etc. Also addressed are requirements for a certified
wastewater treatment plant operator if you are operating
wastewater treatment facilities. Any changes in operation of
wastewater treatment facilities, quantity and type of wastewater
being treated or discharged, expansions and/or upgrading of
wastewater treatment facilities must be permitted or approved by
this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215. 6 of the North Carolina General Statutes. A
civil penalty of up to $10 ,000 per violation plus criminal
penalties may be assessed for such violations. If you find at
any time that you are unable to comply with the terms and
conditions of the Permit, you should contact this Office
immediately. A Consent Order may be necessary while pursuing
action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed.
Renewal requests must be submitted to this Agency no later than
180 days prior to expiration. Please make note of the expiration
date of your Permit. This date is set forth on Page 1 of the
Permit. Also note that NPDES Permits are not transferable. If
you, as the Permittee, cease to need this Permit, then you should
request that the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read
the Permit and contact this Office at 704/663-1699 in Mooresville
if you have any questions or need clarification. we look forward
to providing any assistance.
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG: se

.moo
C
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
Governor George T. Everett, Ph.D.
James G. Martin, August 26, 1991 Director
William W. Cobey,Jr., Secretary
4,
c1)
CERTIFIED MAIL co
RETURN RECEIPT REQUESTED tl t`fi�/r O.
VRATISLAV DRAHA �/i� Q�, �l ,.,rs qT
. vs Jrl. l�9
DOGWOOD PARK c� ,.• t
3510 KINGS MOUNTAIN HWY,BOX 9F�F` �1�9 `lcyT
GASTONIA, NC 28052 /� ^
SUBJECT: NOTICE OF VIOLATION AND R�AWION FOR NON-PAYMENT
NPDES PERMIT NO. NC0075116 O,rf�� �,yl
DOGWOOD PARK
GASTON COUNTY
Dear Permittee:
Payment of the required annual administering and compliance monitoring fee
of $450.00 for this year has not been received for the subject permit. This
fee is required by Title 15 North Carolina Administrative Code 2H .0105,
under the authority of North Carolina General Statutes 143-215.3(a)(1), (la)
and (lb). Because this fee was not fully paid within 30 days after being
billed, this letter initiates action to revoke the subject permit, pursuant to
15 NCAC 2H .0105 (b)(2)(k)(4), and G.S. 143-215. 1(b)(3) .
Effective 60 days from receipt of this notice, subject permit is hereby
revoked unless the required Annual Administering and Compliance Monitoring Fee
is received within that time. Your payment should be sent to:
N.C. Department of Environment, Health, and NiLurn1 Resources
Division of Environmental Management
Budget Office
P.O. Box 29535
Raleigh, NC 27626-0535
Discharges without a permit are subject to the enforcement authority
of the Division of Environmental Management.
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If you are dissatisfied with this decision, you have the right to request
an administrative hearing within thirty (30) days following receipt of this
Notice, identifying the specific issues to be contended. This request must be
in the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447. Unless
such request for hearing is made or payment is received, revocation shall be
final and binding. If you have any questions, please contact:
Ms. Brenda Smith, Mooresville Regional Supervisor, [phone].
Sincerely,
Si ,
214_, if 4 ELe_A.. ..6(
orge T. Everett
cc: Supervisor, Water Quality Permits and Engineering Unit
Mooresville Regional Office
County Health Department

ir7,‘
��4
•
g - •
sv • :
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT
May 5, 1989
Mr. Vratislav Draha
3510 Kings Mt. Highway, Box 17
Gastonia, North Carolina 28052
Subject: NPDES Permit No. NC 0075116
Suntee Mobile Home Park
Gaston County, NC
Dear Mr. Draha:
Our records indicate that NPDES Permit No. NC 0075116 was
issued on May 1, 1989 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so,
it is suggested that you thoroughly read the Permit. Of
particular importance is Page M3 .
Page M3 sets forth the effluent limitations and monitoring
requirements for your discharge( s) . Your discharge(s) must not
exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation) , you must initiate the required
monitoring. The monitoring results must be entered on the DMR
forms furnishedito you by this Agency. If you have not received
these forms, they should be arriving shortly. If you fail to
receive the form, please contact this Office as quickly as
possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1) , plus instructions for completing the form.
It is imperative that all applicable parts be completed.
The remaining Parts of the Permit (Parts II and III) set
forth definitions, general conditions and special conditions
applicable to the operation of wastewater treatment facilities
and/or discharge( s) . The conditions include special reporting
requirements in the event of noncompliance, bypasses, treatment
unit/process failures, etc. Also addressed are requirements for
a certified wastewater treatment plant operator if you are
919 North Main Street, P.O. Box 950, Mooresville, N.C. 28115-0950•Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Vratislav Draha
Page Two
May 5, 1989
operating wastewater treatment facilities. Any changes in
operation of wastewater treatment facilities, quantity and type
of wastewater being treated or discharged, expansions and/or
upgrading of wastewater treatment facilities must be permitted or
approved by this Agency. Failure to comply with the terms and
conditions of an NPDES Permit subjects the Permittee to
enforcement action.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed.
Renewal requests must be submitted to this Agency no later than
180 days prior to expiration. Please make note of the expiration
date of your Permit. This date is set forth on Page M-1 or I-1
of the Permit. Also note that NPDES Permits are not
transferable. If you, as the Permittee, cease to need this
Permit, then you should request that the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read
the Permit and contact this Office at 704/663-1699 in Mooresville
if you have any questions or need clarification. We look forward
to providing any assistance.
Sincerely,
D (74 ak.4:a44,"\„,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG: se

Permit No. NC0075116
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215. 1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Vratislav Draha
is hereby authorized to discharge wastewater from a facility located at
Suntee Mobile Home Park
3510 Kings Mountain Highway
Gastonia
Gaston County
to receiving waters designated as an unnamed tributary to Crowders Creek in the
Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on
Signed this day DRAFT
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0075116
SUPPLEMENT TO PERMIT COVER SHEET
Vratislav Draha
is hereby authorized to:
1. Continue to operate a 0.001 MGD wastewater treatment facility consisting
of a septic tank, dosing tank, and sandfilter located at Suntee Mobile Home
Park, 3510 Kings Mountain Highway, Gastonia in Gaston County (See Part III
of this Permit); and
2. After receiving an Authorization to Construct from the Division of
Environmental Management, construct and operate additional facilities
needed to comply with the final effluent limitations and condition of this
permit (See Part III of this Permit); and
3. Discharge from said treatment works at the location specified on the
attached map into an unnamed tributary to Crowders Creek iahich is
classified Class "C" waters in the Catawba River Basin.

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A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMEATiS Final NPDES No. NC0075116
During the period beginning on the effective date of the Permit and lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day Other Units (Specify) Measurement Sample *Sample
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location
Flow 0.001 MGD Weekly Instantaneous I or E
BOD, 5Day, 20 Degrees C 15.0 mg/1 22.5 mg/1 2/month Grab E
Total Suspended Residue 30.0 mg/1 45.0 mg/1 2/month Grab E
NH3 as N 4.0 mg/1 6.0 mg/1 2/month Grab E
Dissolved Oxygen (minimum) 6.0 mg/1 6.0 mg/1 Weekly Grab E, U, D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml 2/month Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature Weekly Grab E, U, D
Conductivity Weekly Grab U, D
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored 2/month at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
•
M3

Part III
Permit No. NC0075116
F. Toxicity Reopener
This permit shall be modified, or revoked and reissued, to incorporate toxicity
limitations and monitoring requirements in the event toxicity testing or other
studies conducted on the effluent or receiving stream indicate that detrimental
effects may be expected in the receiving stream as a result of this discharge.
G. The permittee shall properly connect to an operational publicly owned
wastewater collection system within 180 days of its availability to the site,
if the facility is in noncompliance with its permit effluent limitations for
three consecutive months.
H. Chlorine disinfection shall be added to the treatment facilities within 120
days of the issuance of this permit. An Authorization to Construct must be
requested and received from the Division of Environmental Management prior to
any construction.

n LAM REIOURCES e,•s,v
J►AIAQ QUALITY SECTION s�' : n/
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1 _ OCT 28 1991 I.�, 0• ) �l OF tNYI<:(t► T State of North Carolina
� N�l>nee�nvironment, Health and Natural Resources
r r Division of Environmental Management
It, North Salisbury Street.Raleigh,North Carolina 27604
James G. Martin,Governor George T. Everett,Ph.D.
William W.Cobey,Jr., Secretary Director
October 21, 1991
Mr.WILT JAM L. JACKSON
3510 KINGS MOUNTAIN HWY.
GASTONIA,NORTH CAROLINA 28052
Subject: Application No. NC0075116
SANTE MOBILE HOME PARK
Gaston County
Dear Mr. JACKSON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials received on October 18, 1991. This application has been assigned the number
shown above. Please refer to this number when making inquiries on this project.
Your project has been assigned to Mack Wiggins for a detailed engineering review. A technical
acknowledgement will be forthcoming. If this acknowledgement is not received within thirty (30)
days,please contact the engineer listed above.
Be aware that the Division's regional office,copied below, must provide recommendations from the
Regional Supervisor for this project prior to final action by the Division.
If you have any questions,please contact Mack Wiggins at(919) 733-5083.
Sincerely,
(-4 - ---
M. Dale Overcash,P.E.
Supervisor, NPDES Permits Group
cc:
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•
ORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COt4IUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT CO► iISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION RUNNER
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM G FOR r AA € 610l/7l5-1 (1/1
USE DATE RECLIVLD C/
to be filed only by services, wholesale and retail trade, cjl !1 ll d i / 1 b
and other commercial establishments including vessels
YEAR 110. DAY
Do not attempt to complete this form without reading the accompanying instructions ,Sp .15-a
Please print or type c7:=I:6=b
1. Name, address, and telephone number of facility producing discharge
A. Name .5AA17E
B. Street address 3S/0 k/iti S 1ow1/77U /ti /a/'t
C. cit, , GA�S�fi6i _. D. scat. A,f. G -
E. County F.A) F. ZIP 28oSZ
G. Telephone No. 70
Area
Code
2. SiC ,1111.1
(Leave blank)
3. Number of employees A10N,E — 30
4. Nature of business
/4O vl L J1 E tn,4k
5. (a) Check here If discharge occurs all year 0. or i 41,-/e‘41,12
/..,Check the months) discharge occurs:
1,o January 2.O February 3.0 March 4.0 Apri 1 5.0 May
-0
6.O June 7.12 July BO. August 9.0 Septeelber 10.0 October
11.0 November 12.0 December =g
(c) How many days per week:
1.01 2.0 2-3 3.04-5 4.0 6-7
6. Types of waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating day i Volume treated before
discharging (percent)
operating da 0.1-999 1000-4999 5000-V999 10,000- 50,000 None 0.1- 30- 65- 95-
operating dayy 49,999 or more 29.9 64.9 94.9 100
(1) (2) (3) (4) (5) (9) (7) (9) (9) (10)
A. Sanitary, daily
average
B. Cooling water, etc.,
daily average
C. Other discharge(s), •
daily average;
Specify
0. Maximum per operat-
ing day for combined
discharge (all types)

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Name of Plant: aytk, m/j))e lhoyo. Park
Owner or Contact Person: e,• tA)a yyIp, Co TNf
Mailing Address: Z(, 7 ((0 b 1 e S}-r ee� -
-- - --62.G3 sj-m1IA Al �. Z 2I S Z'
County: Gash Telephone: 7D4/ $(07 - 31 Si
NPDES Permit No. NC00 7S 11( Nondisc. Per. No. _
IssueDate: b l' 30) 1Z. Expiration Date: O J 3p/ 94
Existing Facility ii ES New Facility
Rated By: Solna Le (Z-1 Date: I0)25'/c4
Reviewed (Train. & Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC C, Wayne. fr}-h.tY Grade NIN1
Plant Class: (circle one) 410 II Ill IV Total Points 5-
ITEM POINTS (5)SECONDARY TREATMENT UNITS
(1) Industrial Pretreatment Units and/or (a) Carbonaceous Stage
Industrial Pretreatment Program (i)Aeration High Purity Oxygen System 20
(see definition No. 33) 4 Diffused Air System 1 0
(2) DESIGN FLOW OF PLANT IN GPD Mechanical Air System (fixed,
(not applicable to non-contaminated cooling waters, sludge floating or rotor) 8
handling facilities for water purification plants, totally Separate Sludge Reaeration 3
closed cycle systems (def. No. 11), and facilities (ii) Trickling Filter
consisting only of Item (4) (d) or Items (4) (d) and (11) (cam High Rate 7
0 -- 20,000 1 Standard Rate 5
20,001 -- 50,000 Packed Tower 5
50,001 -- 100,000 3 (iii) Biological Aerated Filter or Aerated
100,001 -- 250,000 4 Biological Filter 1 0
(iv) Aerated Lagoons 1 0
250.001 -- 500,000 5
500,001 --1,000,000
U (v) Rotating Biological Contactors 1 p 1,000,001 --2,000,000 1
2,000,001 (and up) - rate 1 point additional for each (vi) Sand Filters-
200,000 gpd capacity up to a intermittent biological 2
maximum of 30 recirculating biological �/
Design Flow (gpd) :
(3) PRELIMINARY UNITS (see definition no. 32) (vii) Stabilization Lagoons 5
(viii)Clarifier
(a) Bar Screens
1 5
or (ix) Single stage system for combined
(b) Mechanical Screens, Static Screens or carbonaceous removal of BOD and
Comminuting Devices nitrogenous removal by nitrification
(c) Got Removal 1 (see def. No. 12) (Points for this item
Or have to be in addition to items (5) (a)
(d) Mechanical or Aerated Grit Removal 2 (i)through(5) (a) (viii) g
(e) Flow Measuring Device 1 (x) Nutrient additions to enhance BOD
o r removal 5
(f) Instrumented Flow Measurement 2 (xi) Biological Culture ("Super Bugs") addition
(I) Instrumented
2 to enhance organic compound removal 5
(b) Nitrogenous Stage
(h) Influent Flow Equalization 2 (I) Aeration - High Purity Oxygen System 20
(i) Grease or Oil Separators- Gravity 2 Diffused Air System 1 0
Mechanical 3 Mechanical Air System (fixed,
Dissolved Air Flotation. 8 floating,or rotor) 8
(j) Prechlorination 5 Separate Sludge Reaeration 3
(ii) Trickling Filter -
(4) PRIMARY TREATMENT UNITS High Rate 7
(a) Septic Tank(see definition no. 43) 2 Standard Rate 5
(b) Imhoff Tank 5 Packed Tower 5
(b) Primary Clarifiers 5 (iii) Biological Aerated Filter or Aerated
Biological Filter 10
(d) Settling Ponds or Settling Tanks for Inorganic (iv) Rotating Biological Contactors
Non-toxic Materials (sludge handling facilities 10
for water purification plants, sand, gravel, (v) Sand Filter-
stone, and other mining operations except intermittent biological 2
recreational activities such as gem or gold recirculating biological 3
mining) 2 (vi) Clarifier 5

(6) TERTIARY OR ADVANCED TREATMENT UNIT (10) CHEMICAL ADDITION SYSTEM(S)(See definition No.9)
(a) Activated Carbons Beds - (not applicable to chemical additions rated as item
without carbon regeneration 5 with carbon regeneration 1 5 (3) (j), (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(b) Powdered or Granular Activated Carbon Feed - (9) (a). (9) (b), or (9) (c) 5 points each: List:
without carbon regeneration 5 5
with carbon regeneration 1 5 5
(c) Air Stripping ... 5 5
(d) Denitrilication Process (separate process) 1 0 5
(e) Electrodialysis 5 (11) MISCELLANEOUS UNITS
(f) Foam Separation 5 (a) Holding Ponds, Holding Tanks or Settling Ponds
(g) Ion Exchange 5 for Organic or Toxic Materials including wastes
(h) Land Application of Treated Effluent from mining operations containing nitrogen and/or
(see definition no. 22b) (not applicable for ._ phosphorous compounds in amounts significantly
sand, gravel, stone and other similar mining greater than is common for domestic wastewater 4
operations) - (b) Effluent Flow Equalization (not applicable to storage
(i) on agriculturally managed sites (See def. basins which are inherent in land application systems). 2
No.4) 10 (c) Stage Discharge (not applicable to storage basins
(ii) by high rate infiltration on non-agriculturally inherent in land application systems 5
managed sites (includes rotary distributors (d) Pumps ... _ 3
and similar fixed nozzle systems) 4 (e) Stand-By Power Supply 3
(iii) by subsurface disposal (includes low pressure (1) Thermal Pollution Control Device 3
pipe systems and gravity systems except at
plants consisting of septic tank and nitrifica-
tion lines only) .. . 4 TOTAL POINTS 6—
(i) Microscreens 5
(j) Phosphorus Remoial by Biological Processes CLASSIFICATION
(See def.No.26) 2 0
(k) Polishing Ponds - without aeration 2 Class t, 5 - 25 Points
with aeration 5 Class II _.... 26- 50 Points
(I) Post Aeration - cascade 0 Class III 51- 65 Points
diffused or mechanical . . . 5 Class IV 66- Up Points
(m) Reverse Osmosis . 5
(n) Sand or Mixed-Media Filters-low rate 2 Facilities having a rating of one through four points, inclusive,
high rate 5 do not require a certified operator. Classification of all other
(o) Treatment processes for removal of metal or facilities requires a comparable grade operator in responsible
cyanide 15 charge.
(p) Treatment processes for removal of toxic
materials other than metal or cyanide 1 5 Facilities having an activated sludge process will be assigned
a minimum classification of Class II.
SLUDGE TREATMENT Facilities having treatment processes for the removal of metal
(a) Sludge Digestion Tank -Heated 1 0 or cyanide will be assigned a minimum classification of Class II.
Aerobic 5
Unheated 3 Facilities having treatment processes for the biological removal
(b) Sludge Stabilization (chemical or thermal) 5 of phosphorus will be assigned a minimum classification of Class
(c) Sludge Drying Beds - Gravity 2 III
Vacuum Assisted 5
(d) Sludge Elutriation 5 In-plant processes and related control equipment which are an
(e) Sludge Conditioner (chemical or thermal) 5 integral part of industrial production shall not be considered waste
(I) Sludge Thickener(gravity) 5 treatment. Likewise, discharges of wastewater from residences
(g) Dissolved Air Flotation Unit having a design flow of 1,000 gpd or less, shall not be subject to
(not applicable to a unit rates as (3) (i) 8 rating.
(h) Sludge Gas Utilization (including gas storage) . . . . 2
(i) Sludge Holding Tank - Aerated ••. 5 ADDITIONAL COMMENTS;
Non-aerated 2
(j) Sludge Incinerator - (not including activated
carbon regeneration) 1 0
(k) Vacuum Filter, Centrifuge or Filter Press or other
similar dewalering devices 1 0
(8) 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 10
(c) Landfilled(burial) 5 //
(9) DISINFECTION yj Pty.,I T- Nor 0,1/5r/CKTrJ'-7)
(a) Chlorination 5 - Rebu'red
(b) Dechlorination 5
(c) Ozone 5
(d) Radiation 5

•
NPDES WASTE L D ALLOCATION
Modeler Date Rec.
PERMIT NO.:
NCOO 6- 1
.k-c,f Ibliz\ ag 4 100 ►
FACILITY NAME: .5 cA. v1 te e. Jv n r (-4F
Drainage Area (mil) `< '9 Avg. Streamfiow (cfs): -- g
Facility Status: �F�fs INi; PROPOSED
(circle ono) / 7Q10 (efs) °O8 Winter 7Q10 (cfs) ° ZZ 30Q2 (cfs) °' zc
Permit Status: RENEWAL MODIFICATION NEW
on.) 11:C� Toxicity Limits: IWC X WM. one) Acute / Chronic
Major _ N.lno;,-V �� �/A`
Pipe No: O( AN • Instream Monitoring:
Ness
Design Capacity (MGD): 0' DO I Dec 16 /98 . Parameters
Domestic (% of Flow): 1 Ob + Upstream Location
`s
`"
Industrial (X of Flow): v Downstream 1.1_i_ Location
Comments:
Effluent Summer Winter
Characteristics
RECEIVING STREAM: U1-> Co Le j C-ee BODs (mg/I) 3o
Class: C NH(N (mg/1) ,U`
Sub-Basin: 0 3 - 0�-37 D.O. (mg/I) N✓
Reference USGS Quad: F-- l4- "Dv/ (please attach) TSS (mg/ ) 3D
County: C a�4-0`"
F. Col. (/100m1) /006
Regional Office: As Fa Mo . Ra Wa Wi WS
(circle ono) pH (SU) ,-9
Requested By: , )1AAe- `->[awic- ((K Date: 1O/f7.-, OF
Prepared By: l er Date: h.5-/r �
Reviewed By: j k),..7
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` ��‘NI' Mapped, edited, and published by the Geological Survey
"o)" r Control by USGS, USC&GS, and North Carolina Geodetic Survey * -=
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bqh Topography by photogrammetric methods from aerial !
\ .. photographs taken 1969. Field checked 1970 IIicN
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'= t ii
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'.:a` 10,000-foot grid based on North Carolina coordinate system 11 2MILs
,fit,: 1000-meter Universal Transverse Mercator grid ticks,
y° ,zone 17,shown in blue
:: FI ._red,dashed lines indicate selected fence and field lines where
m=-; UTM GRID AND 1970 MAGNETIC NORTH
rw: 8?nerally visible on aerial photographs. This information is unchecked DECLINATION AT CENTER OF SHEET
.;.'Red tint indicates areas in which only landmark buildings are shown
'-asp-;,; ,
• . .-1.,:13 y'
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•
Date: September 26, 1988
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No. NC 0075116 RECEIVED
OCT 11 1Mi
PART I - GENERAL INFORMATION
1. Facility and Address: Suntee Mobile Home Park
& ENGINEERING
3510 Kings Mountain Highway; Box 17
Gastonia, North Carolina 28052
2 . Date of Investigation: October 5, 1988
3 . Report Prepared By: Allen Hardy, Environmental Engineer I
4 . Person Contacted: Vratislav Draha; telephone number ( 704)
864-3703
5 . Directions to Site: From downtown Gastonia travel west on
Highway 29-74 approximately . 5 mile past the Gastonia City
limits or . 4 mile past S. R. 1135 and the trailer park will
be on the right (north) side of Highway 29-74 .
•
•
6 . Discharge Point - Latitude: 35° 15 ' 28" •
Longitude: 81° 14 ' 52"
Attach a USGS Map Extract and indicate treatment plant site
• and discharge point on map.
USGS Quad No. : F 14 SW
7 . Size ( land available for expansion and upgrading) : Land
available for expansion and upgrading is limited.
8 . Topography (relationship to flood plain included) :
Moderately flat, 3-7% slopes . The septic tank is not in
the flood plain, but the sand filter seems to either be in
the flood plain or borderline.
9 . Location of Nearest Dwelling: The nearest dwelling is
approximately 150 feet away from the plant.
10 . Receiving Stream or Affected Surface Waters : Unnamed
tributary to Crowders Creek
a. Classification: C
b. River Basin and Subbasin No. : Catawba 03-08-37

..- .
Page Two
c. Describe receiving stream features and pertinent
downstream uses: Excellent flow was observed in the
receiving stream. No degradation of the stream was
observed. It has a well defined creek channel. There
are no known discharges within a couple of miles of
this discharge, but there are numerous discharges to
Crowders Creek.
'PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
0% Industrial
a. Volume of wastewater: . 0010 MGD
b. Types and quantities of industrial wastewater: N/A
c. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only) : N/A
2 . Production Rates ( industrial discharges only) in Pounds:
N/A
3 . Description of Industrial Process ( for industries only) and
Applicable CFR Part and Subpart: N/A
4 . Type of Treatment ( specify whether proposed or existing:
The existing wastewater treatment facility consists of a
septic tank, dosing ;tank and a subsurface sand filter.
5 . Sludge Handling and Disposal Scheme: Sludge handling and
disposal scheme has not as yet been submitted. A sludge
disposal scheme should be developed before permit issuance.
6 . Treatment Plant Classification: Unknown at this time.
7 . SIC Code( s) : 6515
Wastewater Code( s) : 08
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only) ? No
2 . Special monitoring requests: N/A
3 . Additional effluent limits requests : N/A
4 . Other: It is recommended that chlorine disinfection be
added to the system within sixty ( 60) days of the permit
issuance.
PART IV - EVALUATION AND RECOMMENDATIONS
The existing wastewater treatment facility at Suntee Mobile
Home Park contains a septic tank and dosing tank which together

•
Page Three
is 22 feet in length. The septic tank itself is 8 feet deep and
4 feet wide and approximately 16 feet long (dimensions submitted
by the owner) . The effluent empties into a subsurface sand
• filter bed.
The initial inspection revealed wastewater ponding on the
surface of the sand filter, and brush and debris extremely
thick. After the owner cleaned the area above the sand filter,
the wastewater surfacing seems to have ceased.
Based on 12 mobile homes at 2 bedrooms per trailer and 120
gallons/day/bedroom the design wastewater equals 2880 gallons .
Using a septic tank dimension of 16 ' x 4 ' x 8 ' the tank capac:_ ty
is 3829 gallons which is adequate for the incoming wastewater
flow.
ending receipt of a Waste Load Allocation from Technical
Services, it is recommended that the Permit be issued with the
condition that the facility connect to an area-wide sewer system
as soon as possible.
Signature of Report Pi a:r
W er Quality Regiaal Supervisor
{
1

_ Y
.:-• . ,, .
Request No. :4908
WASTELOAD ALLOCATION APPROVAL FORM
RECEIVED
Permit Number : N C 0 0 7 5 1 1 WSW of ENVIRONMENTAL MANABEYENI
Facility Name : SUNTEE MHP A
Type of Waste : 100% DOMESTIC -"-
Status : EXIST. UNP 12 1988
Receiving Stream : UT CROWDERS CREED MaoREsvu� - . ''
Stream Class : C .MOM gin- ';`
Subbasin : 030837 =_
County : GASTO k. - D.t:ai.nage Area ( sq mi ) : 2 . 89
Regional Office : MRO Average Flow (cfs) : 3 .4
Requestor : SHANKLIN Summer 7Q10 (cfs) 0 . 08
Date of Request : 1C/ 12/88 Winter 7Q10 (cfs) : 0 . 22
Quad : F14SW 30Q2 (cfs) : 0 . 26
RECOMMENDED EFFLUENT LIMITS ----
•
ii
e mg : 0 . 001
tl...�t.. rlow { �_i )
5-Day BOO (mg/1 ) : 30 : € ^'
Ammonia Nitrogen (mg/1 ) : NR
Dissolved Oxygen (mg/1 ) : NR . DEC 1988
TSS (mg/1 ) : 30 t_ s
PERMIT: 1
Fecal Col i-orm (#/ 100m1 ) : 100q ' 11 Ci itl�C iti`r�'
pH ( SU) : 6-9 „a
•
•
. . ,
4
- --- MONITORING
Upstream ( Y/N) : N Location :
Downstream ( Y/N) : N Location :
---- .. _____ - -._. COMMENTS
THIS IS AN EXISTING ; UNPERMITTED DISCHARGER TO A STREAM WITH 7'Q10>0 AND 3002>
Recommended by ilri„,_.,?/„g _. Date fi/� _
. Reviewed by :
r ::
-- ay-Tech . Support Supervisor Date , la-�-8� ►
Regional Supervisor Date /.2 / e
F. Permits & Engineering : Date
JAN 0 7 1989
RETURN TO TECHNICAL SERVICES BY dw
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