NC0062278_Permit Issuance_19960904

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
September 4, 1996
Mr. Archie Ramsey
Ramsey Mobile Home Park
602 Ramsey Circle
Gastonia, North Carolina 28052
A74
�EHNF4
Subject: NPDES Permit Issuance
Permit No. NCO062278
Ramsey Mobile Home Park
Gaston County
Dear Mr. Ramsey:
In accordance with the application for discharge permit received on January 25, 1996, the Division is
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 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 redeipt 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 a demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable. Part II, EA. 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 permits may be required.
If you have any questions or need additional information, please contact Mr. Mark McIntire, telephone
number [phone], extension 553.
Sincerely,
Original Signed By
David k Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Files
Mr. Roosevelt Childress, EPA
Mooresville Regional Office, Water Quality
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

P
Permit No. NCO062278
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,
Ramsey Mobile Home Park
is hereby authorized to discharge wastewater from a facility located at
Ramsey Mobile Home Park
NCSR 1112
southwest of Gastonia
Gaston County
to receiving waters designated as an unnamed tributary to McGill 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 October 1, 1996
This permit and the authorization to discharge shall expire at midnight on September 30, 2001
Signed this day September 4, 1996
f
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0062278
SUPPLEMENT TO PERMIT COVER SHEET
Mr. Archie Ramsey
is hereby authorized to:
1. Continue to operate the existing 0.036 MGD extended aeration package wastewater treatment
plant consisting of an influent bar screen, a diffused aeration system, a clarifier, tablet
chlorination, a flow meter and an aerated sludge holding tank located at Ramsey Mobile Home
Park, NCSR 1112, southwest of 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 McGill Branch which is classified Class C waters in the Catawba River
Basin.

ROAD CLASSIFICATION
PRIMARY HIGHWAY LIGHT -DUTY ROAD, HARD OR
HARD SURFACE ® IMPROVED SURFACE
SECONDARY HIGHWAY
HARD SURFACE ® UNIMPROVED ROAD =
Latitude 35011'05" Longitude 81 °14'35"
Map # G14NW Sub -basin 03-08-37
Stream Class C
Discharge Class 100% Domestic
Receiving Stream UT McGill Branch
Design 0 0.036 MGD Permit expires 9/30/01
SCALE 1:24 000
(J
1 MILE
1 7000 FEET
-if-..
1 1 KILOMETER
CONTOUR
QUAD LOCATION Ramsey Mobile Home Park
NCO062278
Gaston County
WWTP

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April I - October 31) Permit No. NCO062278
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
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen —
Fecal Coliform-(ge.om�etric mean)
Total Residual Chlorine)
T-e-mperature f
on u ivi y
Discharge Limitations
Monitoring Requirements
Measurement
Sample
`Sample
Monthly Avg. Weekly Avg.
Daily Max
Frequency
Tyke
Location
0.036 MGD
Continuous
Recording
I or E
9.0 mg/1
14.0 mg/1
Weekly
Composite
E
30.0 mg/I
45.0 mg/I
Weekly
Composite
E
2.0 mg/1
Weekly
Composite
E
Weekly
Grab
E, U, D
200.0 /100, ml
400.0 /100 ml
Weekly
Grab
E
2/Week
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
'U D l
*Sample locations: E - Effluent, I - Influent, U - Upstreampne hundred (100) feet from outfall, D - Downstream three hundred (300) feet from
outfall.
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pl-I shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO062278
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
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen "
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Discharge Limitations
Monthly Avq.
0.036 MGD
18.0 mg/I
30.0 mg/I
4.0 mg/1
200.0 /100 ml
Weekly Avg.
Monitoring Requirements
Measurement
Sample
*Samp'le
Daily Max
Frequency
Type
Location
Continuous
Recording
I or E
27.0 mg/I
Weekly
Composite
E
45.0 mg/I
Weekly
Composite
E
Weekly
Composite
E
Weekly
Grab
E, U, D
400.0 /100 ml
Weekly
Grab
E,U,D
2/Week
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
U, D
*Sample locations: E - Effluent, I - Influent, U - Upstream -one hundred (100) feet from outfall, D - Downstream three hundred (300) feet from
outfal l
**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 weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
or

Part III
Permit No. NC0062278
E. This facility discharges into a receiving stream which has a 7Q10/30Q2=0 cfs. Removal of the
discharge will be required if a more environmentally sound alternative is available. An engineering
report evaluating alternatives to discharge is due 180 days prior to permit expiration along with the
permit renewal application. As part of the report, the cost of constructing \ treatment facility to
meet limits of 5 mg/1 BODS, 2 mg/1 NH3N, 6 mg/l dissolved oxygen and 17 µg/l chlorine must
also be included if there are no alternatives to a surface water discharge. Upon review of the
results of the engineerin, the Division may reopen and modify this NPDES permit to require
removal of the discharge, modified treatment designes, and/or revised effluent limitations within a
specified time schedule.

g r c-
Staff Review and Evaluations .
NPDES Wastewater Permit &
FACILITY INFORMATION 21 14,95
Facility Ramsey Mobile Home Park
NPDES No. NC0062278
Design Flow (MGD) 0.036
Facility Class II
STREAM CHARACTERISTICS
Stream NamdRMcGill Creek
Stream Class
C
Sub -basin
030837
Drainage Area (mil)
0.3
S7Q10 (cfs)
0
W7Q10 (cfs)
0.075
30Q2 (cfs)
0.075
IWC (%)
100 (Q0.036 MGD)
Proposed Changes
Parameters Affected
Basis for change(s)
Monitoring Frequencies
BOD5, TSS, NH3, TRC
2B .0500 Regulations
Compliance Schedule: None
Special Condition(s): None
Permits & Engineering Comments:
There have been no facility modifications since the last renewal. No permit limit violations
have been reported for the at least the last two years. Monitoring frequencies have been
changed based on the facility's class II rating. Recommend renewal of NPDES permit.
Prepared
-
Regional Office Evaluation and Recommendations:
(la 7�7ir1
,5j� h y yes
r

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1
- October 31) Permit No. NCO062278
During the period beginning on the effective date of the permit and lasting until expiration, the
Peinaittee 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
*S.ample
Monthly Avgs Weekly Avg, Daily Max
Frequency
Type
Location
Flow
0.036 MGD
Continuous,
Recording
I or E
BOD, 5 day, 20°C
9.0 m g/ I 1 4. 0 mg/1
1 UJFL
Composite
E
Total Suspended Residue
30.0 m g/ I 45.0 mg/1
.7
--27/1dl/,
Composite
E
NH3 as N
1.0 mg/I
g
--C/Ev9rrrrt#t�
Composite
E
Dissolved Oxygen"
-
. Weekly
Grab
E, U, D
Fecal Coliform (geometric mean)
200.0 /100 ml 400.0 /100 ml
ee
7
Grab
E,U,D
Total Residual Chlorine
s,,.re (C
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U, D
*Sample locations: E - Effluent, I - Influent, U - Upstream one hundred (100) feet from outfall, D - Downstream three hundred (300) feet from
outfall.
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg&
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.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO062278 ,
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
0.036 fV1CaD Contienupus
Recording
I or E
BOD, 5 day, 20°C
18.0 mg/I 27.0 mg/I
Composite
E
Total Suspended Residue
30.0 mg/I 45.0 mg/I —2/-Evl
Composite
E
NH3 as N
3.9 m g/ I -Z'69a
Composite
E
Dissolved Oxygen **
Weekly
Grab
E, U, D
Fecal Coliform (geometric mean)
200.0 /100 ml 400.0 /100 ml 2 Pi
a,�e k
Grab
E,U,D
Total Residual Chlorine
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly,
Grab
U, D
*Sample locations: E - Effluent, I - Influent, U - Upstream one hundred (100) feet from outfall, D - Downstream three hundred (300) feet from
outfall
**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.

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..
Page Two
10 Ppnyp�.Vlnj Ptrepm: n. Lffc�a c 1 C>>rf�.:e GTE}arc: Unnamed
tributary to McGill
rYPPY � -- - - - --
ya,.. Cl asslfi oat; nn: C
T7iJer TEasin and Stbbacin No Cat•b
030817
_ , _(30817
Describe receiving ctrc3TfcatLrcc and Pertinent
_ dcwnct ream L'CPs : F1 n_t.r r.>a 0 b s erved at the time of 4--h
clte ins Pe ratin p_ oTrre c eicrl ny c>.>
t ream. a ._ -A Gc�}--
r.>irac and3-6inches deen at the point• of A_snhgrne_
T1,c_c Grp ran ntl_pr lrnn>.,> r?__c.rl arr.crc r.i}:� -'� '-aJ-
reasona1-,1a diSt•aanne dr-, nc.tre�rr,. %- --
- -
^L_AT TT - T1FC11TAT?TTrr,T nl- nTCf-VtT7('Tr' tDIM TREATMENT WORKS
1 . a. volume of Wastewater: 0.036 MGM (Design capaci4 t.>)
h t is th c;._rFent nerr,�itterl- anaeity
n �r.t v>a1 tre$t;^ent chi citcr of c`� ent fao' 11t T
AeCij n najanity): 0,02E MGD
r1 �1�tp/s� and nnnstruct-1-on activities allowed by previous
1;Tr'c icc>. l-� A in te r,revriOUs +1.in trea_c•: +T/n - •
e Des cri t;t; ran of evyst' ng oI subs t ant i 11 y nnn__ctr>_int_p.•1
Ts7WT facilities: The evic•±;;-err 14l7T fac;li+4 c• nnncic+ of
a bar screen frnl 1 n>.>P:_1 1•,t• aeration (r1i f fucte 11
nl al-4 f; cation ta1,1 et disinfection a fl cw meter
t^ta1i aZ.er, and at aerated cl>>.•1ge holding tan':.
f nl L-nr; it; ran rr f r.ro osed TINT facilities: TT fL
r! Possibl a toxin impacts to Surface ..>aterc . Chlorine i
added to the *.taste stream.
h, Pretreatment Progr,a11-i (POTTIc only): Not Needed
?, Re_sidL,al 1i3:�lln� ?nd lt,,tll'.^vt1oP.�C11sj ^s31 s^!:e^F:
F-Eiduals are removed3_•',y Cline Septic Tank Ser>>ir+p and taken
for disposal to The City of Kinds Mountain ljT.TTD - - taken
3. Treatment Plant Classlfic--tlnn: Class II (no change frnil.
previous rating) .
4. SIC P"nde(c)6515
T+7aatewater C^_de(s): (1S MITT Code (c06007
PART III - CTHER PERTINENT INFORMATION
1 Is tlr; c facil itlr 1•,einr, nnnst acted wJ th Constructi ran_ Craryt
Funds Orareany p11h11c monies involved (municipals on'. „N'?
N`
2. SvNccial m^r14t^r'''•+^ or 11r,+
1atinnc (incl Ming toxicity)
_ _
requests TTnne at this time

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