NC0088765_Regional Office Physical File Scan Up To 12/23/2020

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
" S. JAY ZIMMERMAN
Water Resources
Director
Environmental Quality
March 29, 2017
Wayne Smith
51 Bridge St
Sylva, NC 28779
SUBJECT: Compliance Evaluation Inspection
Tuckaseegee RV Resort .
Permit No: NCO088765
Jackson County
Dear Mr. Smith:
Enclosed please fmd a copy of the Compliance Evaluation Inspection form from the inspection
conducted on 3/17/2017. The facility was found to be in compliance with Permit NC0088765.
Please refer to the enclosed inspection report for additional observations and comments.. If you
or your staff have any questions, please call me at 828-296-4658.
Sincerely,
Daniel J. Boss
Environmental Specialist
Asheville Regional Office
Enclosed: Inspection Report
` L
I ,
cc: Mark Fredrick Teague, ORC
MSC 1617-Central Files -Basement
Ashevi1le-Fi1es-­_
G:\WR\WQVackson\Wastewater\Minors\Tinsletown RV Park 88765\CEI.3.17.2017\Compliance Letter.docx
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
828-296-4500

J
United States Environmental Protection Agency
Form Approved. •
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 6-31-98
Section A: National Data System Coding (i#., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 ? 15 1 3 I N00088765 I11 12 1 1i/03/17 17 .
18 t' 1 19 I C V 201
211III.II IIIIIII1III IIIIIII I IIIII
IIIIIILIIII �6
Inspection
Work Days Facility Self -Monitoring Evaluation Rating B1 QA
Reserved
67
70 71 I I 72 I N J
73I i 174 751
I I I I I I I80
Section 13: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date.
POTW name and NPDES permit Number)
10:10AM 17/03/17
12/12/01
Tuckaseegee RV Resort
78 Wilmont Cemetery Rd
Exit Time/Date
Permit Expiration Date
Whittier NC 28789
11:10AM 17/03/17
17/11/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
!/1
Mark Fredrick Teague/ORC/828-293-9396/
Name, Address of Responsible OfficialfTitle/Phone and Fax Number
Contacted
Wayne Smith,51 Bridge St Sylva NC 28779//828-586-0724l8286319227
- Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit .... _ . ___: ® Operations & Maintenance ® Self -Monitoring Program Facility Site Review
Eifluenf/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
k
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
Daniel J Boss 6 ARO WQ/l828-2964658/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
I
Date
� / Z i te
Cl
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page# 1

NPDES yr/mo/day
31 NC008876 I11 12 17/03/17 17
spec ion Type (Cont.) 1
18 C
Section D: Summary of Finding/Comments (Attach additione I sheets of narrative and checklists as necessary)
I (Dan Boss) conducted a Compliance Evaluation Inspection at Tuckaseigee RV Resort in Jackson
County on 3/17/2017. The ORC, Mark Teague, was present f r the inspection and guided me through
the facility. The facility is now compliant with Permit No. NCO 88765.
A significant number of distribution spray nozzles were not wo king during the inspection. Mark said
they are being cleaned a few times per year. I recommended that he check the nozzles monthly_ and
clean the nozzles in a pod if more than one of them is not disc iarging.
The pump station audio alarm wasn't functioning. The visual larm, high float, and low float were
working. Both of the pumps were operational. Alarms and flo is should be checked regularly and
replaced immediately when found to be malfunctioning.
Chlorination and dechlorination have been added to supplement the UV disinfection treatment. Both
are being used jin tablet form. One chlorination tube and one dechlorination tube are in use.
The system has,a'series of several large septic tanks in series Mark says that the septic tanks are
being pumped out as needed, which is at least semi-annually.
I talked to Wayne Smith (permit owner) about the back-up po Ier system. He said that the generator
was serviced last year by John Whitakind and will send me a copy of the paperwork.
Effluent from the system looked clear. Effluent weir box still was not secured at the time of the
inspection. Mark did get his team to put a lock on.the lid later the same day though.
On 3/24/17, 1 received a video from Environmental Inc. showin� that the audio alarm had been repaired.
Page# 2

Permit: NCO088765 Owner - Facility: Tuckaseegee RV Resort
Inspection. Date: 03/17/2017 Inspection Type: Compliance Evaluation
Permit
Yes No NA NE
(If the present'permit expires in 6 months or less). Has the permittee submitted a new
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application?
Is the facility as described in the permit?
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# Are.there any special conditions for the permit?
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Is access to the plant site restricted to the general public?
0
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Is the inspector granted access to all areas for inspection?
0
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Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ 0 ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment:
Septic Tank
Yes �No NA -NE
(if pumps are used) Is an audible and visual alarm operational?
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Is septic tank pumped on a schedule?
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Are pumps or syphons operating properly?
0
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Are high and low water"alarms operating properly?
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Comment: There is a post -septic tank pump station. The audio alarm was not working.
Floats and
pumps were fuctional.
Disinfection -Tablet
Are tablet chlorinators operational?
Are the tablets the proper size and type?
Number of tubes in use?
L Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Comment:
Disinfection - UV
Are extra UV bulbs available on site?
Are UV bulbs clean?
J
Yes No NA NE
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Yes No NA NE
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Page# 3

Permit: NCO088765 Owner - Facility: Tuckaseegee RV Resort
Inspection Date: 03/17/2017 Inspection Type: Compliance Evaluation
Disinfection - UV
Is UV intensity adequate?
Is transmittance at or above designed level?
Is there a backup system on site?
Is effluent clear and free of solids?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
Number of tubes in use?
Comment:
Effluent Sampling
is composite samplingvir proport na =
Is sample collected below all treatment units?
Is proper volume collected?
Is the tubing clean?
# Is proper temperature set for sample storage (kept at less than o
Celsius)?
Is the facility sampling performed as required by the permit (freque
representative)?
Comment:
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free. of foam other than trace amounts and
If effluent (diffuser pipes are required) are they operating proper
Comment:
equal to 6.0 degrees
, sampling type
debris?
Yes No NA NE
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• ❑ ❑ ❑
• ❑ ❑ ❑
Yes No NA NE
Tablet
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1
Yes No NA NE
M
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M
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Yes No NA NE
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Page# 4

RECEIVED
Division of Water Resources
EMVIROMMEMAL
Inc. water a wamtewaiel Seevm¢s
JUN - 6 2016
Water Quality Regional Operations
Asheville Reqional Office
Mailing- Address: PO Box 954, Cullowhee, NC 28723
Phvsical Address: 2675 Skvland Drive. Svlva. NC 28779 [phone]
Physical Address: 240-D Swannanoa River Road, Asheville, NC 28805 [phone]
Toll Free: [phone]. Fax: [phone]. Email: en it'c'inmenta n (daol.com
http://www.environmentalinc.co/
June 1, 2016
NC Environmental Quality Water Resources
2090 US 70 Highway
Swannanoa, NC 28778
Re: Tinseltown RV Park WWTP
Permit N. NCO088765
Dear Sirs,
1 am writing in response to the inspection that was performed on May 18, 2016 at the
Tinseltown RV Park WWTP. My associate Dale Wike informed me of the inspection
and the deficiencies that were noted, and we immediately began making the corrections.
Mr. Smith, "Permittee" of Tinseltown is completely responsive in making the necessary
improvements and or repairs and we have discussed with him what needs to be corrected.
Please see our response to the following deficiencies:
• Weeds and vegetation has been cut. The owner and operator will coordinate who
will be responsible in keeping the weeds and vegetation cut on a regular basis.
• The spray nozzles for the synthetic surface media pods are cleaned, but we will
begin cleaning them more frequently. We are cleaning them the week of May 31,
2016,.and will continue to check during our weekly inspections. We will
document status and perform the necessary maintenance, as needed.
• The effluent weir box and UV disinfection chamber are unsecured. The
"Permittee" will secure with a fence or lockable system.
0 Audible and visual alarms will be repaired, checked weekly and documented.

U
• The UV disinfection system had 2 bulbs working, but all bulbs have been
replaced the week of May 23, 2016. Three ballast and two crystals have also been
replaced.
• Pumping of the system by our licensed Septage Firm is on -going. Following the
inspection, the effluent pump tank and v-notch weir were pumped and washed
down on May 26, 2016. As of May 31, 2016, we have started pumping and
washing down all the effluent and influent basins. We will continue to monitor
and pump as needed.
• The "Permitee" will have the back up generator inspected and repaired if needed.
In the'future, the generator will be inspected and tested on a regular basis.
As the contract operator, it is my opinion that the installation of a chlorine contact basin -
would be beneficial in the operations of Tinseltowns WWTP. It would give the
"Permittee" a second option for disinfection of the effluent when problems occur with the
UV disinfection system. It would also give the operator a way to observe the effluent for
solids or discoloration of the effluent water..
Please notify me when you will be returning to resample, and I would like to meet you on
site.
Please let me know if you have any questions.
Sincerely,
AawLqa
g
Mark Tea uft, O r
Environmental, Inc.
Cc:
Landon Davidson
Tim Heim
Wayne Smith
0

_Y
Certified Mail # 7012 1010 0002 1965 5617
Return Receipt Requested
May 23, 2016
Mr. Wayne Smith
51 Bridge Street
Sylva, North Carolina 28779
DQ1SiAL._'R-. -\ DE .VAk-kT
` S£GTlelL1F�
:5: TAY,:.Z1V1
_. Dirwmf
SUBJECT: NOTICE OF VIOLATION and NOTICE OF RECOMMEDATION FOR ENFORCEMENT
Tracking Number: NOV-2016-PC70174
Permit No. NC0088765 .
Tinseltown RV Park (AKA Tuckaseegee RV Resort) WWTP
Jackson County
Dear Permittee:
The North Carolina Division of Water Resources conducted a compliance inspection with sampling of the
Tinseltown RV Park (AKA Tuckaseegee RV Resort) WWTP Facility; located at 78 Wilmont Cemetary Rd, Whittier,
NC 28789 on May 18, 2016. Also present during the inspection was Dale Wike of Environmental, Inc. This
inspection was conducted to verify that the facility is operating in compliance with the conditions
and limitations specified in NPDES WW Permit No. NC0088765.
The facility was found to be non -compliant with the Permit No. NC0088765. The following items
were noted during the inspection and must be corrected in order to comply with Permit NCO088765:
NPDES Standard Permit Conditions:
Section C. Operation and Maintenance of Pollution Controls, 2. Proper Operation and Maintenance:
• Weeds and vegetation have significantly overgrown the facility and must be removed. This presents
both an operational barrier and safety hazard to the ORC and inspector. Institute a regular program for
weed/vegetation control.
• A significant number of the spray nozzles for the synthetic surface media pods were not functioning at
the time of the inspection. Repair the nozzles and perform regular inspection and documentation of the
spray nozzle system.
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
828-296-4500
2

Permit No. NCO088765
Page 2 of 3
• The effluent weir box and UV disinfection cham
public. These constitute a safety and vandalism
access with a fence or lock system.
are unsecured and potentially accessible by the
:ard (specifically for children in the park). Secure
• Audible and visual alarm was tested by the ORC dring the inspection and the audio component was
not functional. Repair the alarm system.
• The UV disinfection system did not appear to be operating at the time of the inspection, and at least
one of the lamps was completely disconnected. The ORC did not have a way to regularly check status
and function of the lamps. Repair the UV system an d perform regular inspection and documentation of
the UV disinfection system. Operate UV system per, the manufacturer's instructions.
• Effluent was discolored and appeared high in TSS.
exceedance of the permit discharge limits.
• The generator backup power was not functional
activate the backup.generator) Perform and doc
Perform repair and maintenance as needed.
mple results for fecal coliform indicated significant
ng the inspection. (The ORC was not able to
nt regular testing of the standby power source.
Compliance Sampling was conducted by Division of Water Resources staff from the Asheville Regional Office. The
following Daily Max effluent limit violation was noted duri , g the inspection:
Inspection Area Description of Violation
Effluent Sampling: Fecal Coliform daily maximum effluent Ilimit (400 cfu/100 ml-) ais not being met. The DWR Fecal
Coliform effluent sample result was 36,000 cfu/100 mL.
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. The Division of Water Resources will be collecting additional discharge samples within the next 30 days.
You will be notified of the sample date. .
To prevent further action, please respond in writing to thi
of Violation regarding your plans or measures to be taken
issues, if applicable.
office within 30 days upon your receipt of this Notice
o address the indicated violations and other identified
State of North Carolina I Enviro
2090 U.S. 70 Highway,
Quality I Water Resources
noa. NC 28778

Permit No: NCO088765
Page 3 of 3
The Deemed Collection System serving Tuckaseegee RV Resort was also inspected concurrent with the WWTP. The
collection system appeared to be well maintained and operated, and compliant with Permit No. WQCSD0451.
If you should have any questions, please do not hesitate to contact Tim. Heim with the Water Quality
Regional Operations Section in the Asheville Regional Office at 828-296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
►TTACHMENTS
Cc: Dale Wike, ORC — Environmental Inc.
WQ�ille_Regional-Office
NPDES Compliance/Enforcement Unit
�wp3dnfp06.eads.ncads.net\data\WR\WQ\Jackson\Wastewater\Minors\Tinsietown RV Park 88765\NOV-2016-PC-0130 May 2016 CEIS.dooc

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 2 15 I 3 I NCO088765, I11. 121 16/05/18 I17 18 1 19 201
Lij
2111I.III IIII11I111l lllllll l l lllll llllIILIIII 166
I
Inspection
Work Days Facility Self -Monitoring Evaluation Rating B1 6A Reserved
67
170I I 71 I I 72 L r � 73I L I74 751
I I I. I I I I80'
—I ilL_L_I
Section B: Facility Data
NameL_I
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
02:OOPM 16/05/18
12/12/01
Tuckaseegee RV Resort
78,Wilmont Cemetery Rd
Exit Time/Date
Permit Expiration Date
Whittier NC 28789
03:OOPM 16/05/18
17/11/30
Name(s) of Onsite Representative(s)[Titles(s)/Phone and Fax Number(s)
Other Facility Data
Mark Fredrick Teague/ORC/828-293-9396/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Wayne Smith,51 Bridge St Sylva NC 28779HB28-586-0724/8286319227
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
G. Landon Davidson ARO GW//828-296-4500/
Timothy H Heim ARO. WQ//828-296-4665/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES
31 NCO088765 I11
yr/mo/day
121 16/05/18 117
Section D: Summary of Finding/Comments (Attach
5pec Type (Cont.)
181
u
fionel sheets of narrative and checklists as necessary)
Tim Heim and Landon Davidson of the Asheville Regional Office performed a Compliance Evaluation
Inspection with Sampling on May 18th, 2016. Dale Wike (ORC) of Environmental Inc. was present
during the inspection. The facility was not compliant with Permit NC0088765.
The ORC indicated he had just taken over responsibility of th i site and acknowledged that there were
deficiencies.
Weeds and vegetation have significantly overgrown the facility and must be removed. This presents
both an operational barrier and safety hazard to the ORC and inspector. Institute a regular program for
weed/vegetation control.
A significant number of the spray nozzles for the biological treatment component were not functioning
at the time of the inspection. Repair the nozzles and perform rgular inspection and documentation of,
the spray nozzle system.
The effluent weir box and UV disinfection chamber are unsecured and potentially accessible by the
public. These constitute a safety hazard (specifically for children). Secure access with a fence or lock
system.
Audible and visual alarm was tested by the ORC during the inspection and the audio component was
not functional. Repair the alarm system.
The UV disinfection system did not appear to be operating at t e time of the inspection, and at least
one of the lamps was completely disconnected. The ORC did not have a way to regularly check status
and function of the lamps. Repair the UV system and perform �egular inspection and documentation of
the UV disinfection system.
Effluent was discolored and appeared high in TSS. Sample
significant exceedance of the permit discharge limits.
The generator backup power was not functional during the ins
activate the backup generator) Perform and document regular
Perform repair and maintenance as needed.
for fecal coliform indicated
n. (The ORC was not able to
g of the standby power source.
Page# 2

i
Permit: NCO088765 Owner -Facility: Tuckaseegee RV Resort
Inspection Date: 05/18/2016 Inspection Type: Compliance Sampling
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ❑ 0 ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ 0 ❑ ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: Weeds and vegetation have significantly overgrown the facility and must be removed. This
presents both an operational barrier and safety hazard to the ORC and inspector. Institute a
regular program for weed/vegetation control.
Permit
Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new
0
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❑
application?
Is the facility as described in the permit?
0
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# Are there any special conditions for the permit?
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E
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Is access to the plant site restricted to the general public?
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N
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Is the inspector granted access to all areas for inspection?
0
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❑
Comment: The effluent weir box and UV disinfection chamber are. unsecured and
potentially accessible
by the public. These constitute a safety hazard (specifically for children). Secure access
with a fence or lock system.
Pump Station - Influent
Yes No NA NE
Is the pump wet well free of bypass lines or structures?
0
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❑
Is the wet well free of excessive grease?
0
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Are all pumps present?
0
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Are all, pumps operable?
0
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Are float controls operable?
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Is SCADA telemetry available and operational?
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E
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Is audible and visual alarm available and operational?
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Comment: Audible and visual alarm was tested by the ORC during the inspection and the audio
component was not functional. Repair the alarm system. The ORC shall perform regular
inspection and documentation of the pump station as required by the permit conditions.
Disinfection - UV
Yes No NA NE
Are extra UV bulbs available on site?
❑
0
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Are UV bulbs clean?
❑
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Is UV intensity adequate?
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.M
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Is transmittance at or above designed level?
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Is there a backup system on site?
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Page# 3

Permit: NCO088765
Inspection Date: 05/18/2016
Disinfection - UV
Is effluent clear and free of solids?
Comment: The UV disinfectio
11
Owner - Facility: Tuckaseegee RV Resort
Inspection Type: Compliance Sampling
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properl ?
Comment:
Standby Power
Is automatically activated standby power available?
Is the generator tested by interrupting primary power source?
Is the generator tested under load?
Was generator tested & operational during the inspection?
Do the generator(s) have adequate capacity to operate the entire astewater site?
Is there an emergency agreement with a fuel vendor for extended I un on back-up power?
Is the generator fuel level monitored?
Comment: The generator backup power was not functiona during the inspectio
able to activate the backup generator)
Perform and document regular testing of the standby power source.
maintenance as needed.
Yes No NA NE
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Yes No NA NE
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Yes No NA NE
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ORC was not
Page# 4

^� (.
NC®ENR
L
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 29, 2015
Mr. Wayne Smith
51 Bridge Street
Sylva, North Carolina 28779
Subject: Notice of Deficiency
NOD-2015-MV-0006
Permit No. NCO088765
Tinseltown RV Park WWTP
,Jackson County
Dear Mr. Smith:
A review of Tinseltown RV Park's WWTP monitoring report for August.2014 showed the following violations:
Parameter
Date
Measuring Frequency
. Violation
Flow
08/09/2014
Weekly
Failure to Monitor
Flow
08/16/2014
Weekly
Failure to Monitor
Flow
08/23/2014
Weekly
Failure to Monitor
Flow
08/30/2014
Weekly
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it should
have been marked "Non -Compliant" with an explanation for the non-compliance. If the above parameter was left off
inadvertently, please 'send an amended DMR within 10, business days of receipt of this letter to Raleigh at the
address found on the front page of your DMR and also a copy to this office.
Remedial actions should be taken to correct this problem. The Division of Water Resources may pursue
enforcement action -for this and any additional violations of State law. If you should have any questions, please do not
hesitate to contact Janet Cantwell or me at 828/296-4500.
Sincerely,
G. Landon Davidson,, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
cc:�1NQ Asheville�Files �`"
MSC 1617-Central Files -Basement
Environmental Inc] ORC
G:I'.AlR1WQlJacksonlWastcwaterlMincrs\Tinsietown RV Park 68765W OD-2015-MV-0006.doc
Water Quality Regional Operations — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina - 28778
Phone: [phone] Fax: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

itilm
Q W009balih
ENVIRONMENTAL
-Inc.
c■ Water & WastewaterServices
P.O. Box 954, Cullowhee, NC 28723 (50 West Sylva Shopping Center, Sylva, NC 28779)
Phone: [phone], Fax: [phone],
E-mail: [e-mail]
August 1, 2012
Attn.: System Performance Annual Report
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Annual Report
NPDES # NCO088765
Tinseltown RV Park WWTP
Jackson County
The attached document is pursuant to House Bill 1160, the Clean Water Act of 1999,
which was signed into law by the Governor on July 21, 1999. The legislation is intended
to instill public oversight by requiring spill notification and annual reporting by all entities
owning or operating wastewater treatment facilities in the state of North Carolina.
Concerned persons may obtain more detailed information concerning the above
referenced facility by contacting me at [phone] or Wayne Smith at (828) 586-
0724.
Sincerely,
Dale Wike
Operator in Responsible Charge
Encl.: Annual Report
CC: Wayne Smith
�l 1
AUG 1 7 2012
° WATER C J. ,LITY SECTION
P.SHFEViLLF pECIGN"L OFFICE i

PERFORMANCE ANNUAL REPORT
I. General Information
Facility and System Name:
Tinseltown RV Park WWTP
80 Wilmont Road
Swain County
Permit: NCO088765
Owner:
Wayne Smith
51 Bridge Street #B
Sylva, NC 28779
Operator:
Environmental, Inc.
ORC:
Dale Wike
P.O. Box 954
Cullowhee, NC 28723
Description of Collection System or Treatment Process:
The wastewater treatment facility is an EZ-Treat System, which is a packed bed filter system.
The treatment system consists of six filter media pods and 6,000 gallons of recirculation
tankage. Discharge from said treatment works into the Tuckasegee River in the section of the
Tuckasegee between Mack Town Branch to Cochran Branch. This section of river is currently
designated as "Class B" surface water.
II. PERFORMANCE
Summary of System Performance July 1, 2011 to June 30, 2012
Analytical results indicate that no permitted monthly limits were exceeded during the reporting
period. In addition, no bypasses or overflows occurred.
III. NOTIFICATION
A copy of this report is available by contacting:
Tinseltown RV Park
51 Bridge Street #B
Sylva, NC 28779
IV. CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify this report has been made available to users or customers of
Tinseltown RV Park.
Dale Wike /
Operator in Responsible Charge
Environmental, Inc: 8/1/12

ENVIRONMENTAL
—Inc.
nc■ Water R Wastewater
Services '}
F
AUG
1 0 2011
WATER QUALITY
SECTION
ASHES/iLLE REC;ONAL
ar: ICiE
P.O. Box-954, Cullowhee, NC 28723 (50 West Sylva Shopping Center, Sylva, NC 28779)
Phone: [phone], Fax: [phone],
E-mail: [e-mail]
August 1, 2011
Attn.: System Performance Annual Report
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Annual Report
NPDES # NCO088765
Tinseltown RV Park WWTP
Jackson County
The attached document is pursuant to House Bill 1160, the Clean Water Act of 1999,
which was signed into law by the Governor on July 21, 1999.. The legislation is intended
to instill public oversight by requiring spill notification and annual reporting by all entities
owning or operating wastewater treatment facilities in the state of North Carolina.
Concerned persons may obtain more detailed information concerning the above
referenced facility by contacting me. at [phone] or Mike Cornblum at (828) 497-
2772.
rW
elyike
Operator in Responsible Charge
Encl.: Annual Report
CC: Wayne Smith

PERFORMANCE ANNUALQPORT
I. General Information
Facility and System Name:
Tinseltown RV Park WWTP
80 Wilmont Road
Swain County
Permit: NCO088765
Owner:
Wayne Smith
51 Bridge Street #B
Sylva, NC 28779
Operator:
Environmental, Inc.
ORC:
Dale Wike
P.O. Box 954
CulloWhee, NC 28723
Description of Collection System or Treatment Process:
The wastewater treatment facility is an EZ-Treat System, which is a packed bed filter system.
The treatment system consists of six filter media pods and 6,000 gallons of recirculation
tankage. Discharge from said treatment works into the Tuckasegee River in the section of the
Tuckasegee between Mack Town Branch to Cochran Branch. This section of river is currently
designated as "Class B" surface water.
II. PERFORMANCE
Summary of System Performance July 1, 2010 to June 30, 2011
Analytical results indicate that no permitted monthly limits were exceeded during the reporting
period.. In addition, no bypasses or overflows occurred.
III. NOTIFICATION
A copy of this report is available by contacting:
Tinseltown RV Park
51 Bridge Street #B
Sylva, NC 28779
IV. - :CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify this report has been made available to users or customers of
Smoky Mountain Country Club.
Dale Wike
Operator in Responsible Charge .
Environmental, Inc. 8/1/11

�V(`
"V) laboratory.5'ection
YKes;
County:
JACKSON
5ampie ID:
AB73563
River Basin
�O� V�A7�c�94>
PO Number#
Date Received:
ARO
0711312011
Report To
AROSP
j
Time Received:
07:45
Collector:
K HAYNES
p
Labworks LoginlD
KJIMISON
Region:
ARO
Report Generated:
8/4/11
Sample Matrix:
WASTEWATER
Date Reported:
08/04/2011
Loc. Type:
EFFLUENT
Emergency Yes/No
VisitlD
COC Yes/No
Loc. Descr.: TINSEL TOWN RV
Location ID: N00088765 Collect Date: 07/12/2011 Collect Time: 09:30 . Sample Depth
CAS # Analyte Name
KesulU Iviemog Hnalysls Validated by
PQL Qualifier Units Reference Date
Others
Sample temperature at receipt by lab 1.4 °c 7/13/11 DLEAVITT
BOD, 5-Day in liquid 2 23 mg/L APHA5210B 7/13111 MOVERMAN
Residue —Suspended in liquid 6.2. 24 mg/L APHA2540D-20th 7/18/11 MOVERMAN
flc'S'a`o{i `4'. 'Kni+. iri iFx •••' '# '
t tC
_
�'�-.�'✓=YC:.Ie� p�''ti!...w�^`�...,iii. Fz:y. u•'a»a�*�=.'�,� r�.�', ���`r
i
V
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to hito•!/ooital ncdenr orohveblwollab/staffinfo/techassist#Data Qualifier Codes<htio•/loortal.ncdenr.om/%vebhvo/lab/stafrinfo/iechassist>
Page 1 of 1

DIVISION OF (ENVIRONMENTAL MANAGEMENT WATER Q ALITY''E'=�-L.A.B FOiAI (DMY),'
COUNTY�SD
RIVER'BASIN
PRIOR➢TY pj��-V
D M E vYPE�} '
. ���....11ll L�
❑AMBIENT�Q
N.
� REPORT TO: ARO FRO MRO RHO WaRO WiRO WSRO TS
STREAM
AT BM
Other
'
❑COMPLIANCE LJ'. C,
TOIJ
Shipped by: Bus Courier,' taf ,'Other
O CUS ODY��
❑ EMERGENCY i J
❑ESTUARY
COLLECTOR(S):
— Q
�-
T: WATER UA SECTIO
Estimated HOD Range: 0-525-65/40-130 or 100 plus
STATION LOCAY IQIV: 1 � REGI `^ C" :r
Seed: Yes ❑ No ❑ Chlorinated: Yes ❑ No ld
REMARKS: --_ _ "_ �� : w•.a
Station }j Date Begin (yy/mm/dd) Time Begin Date End w Time End D6_ fi'DMH bs,DBM
-
D
BOD5 3 0
'_ 6
.
1
3
4
rJ
6
7
8
9
10
11
12
13
14
15
16
17
1$
191
20
1 mgA
Chloride 940 mg/l
COD High 340 mqA
u9/1
COD Low 335 mg/1 .
.Chl a: Corr 32200 ugA
ColIform: MF Fecal 31616 /100m1
pheophytin a 32213 uq/1
Collform: MF Total 31504 /100m1
Color; True 8.0. Pt -Co
Coliform: Tube Fecal 31615 /1001Til �
Color.(pH 83 ADMI
'
Coiiform: Fecal Strep 31673 V100rn1
Color. pH 7.6 82 ADM(
Residue: Total 500 mg/1
Cyanide 720'' mgA
Volatile 505 mg/l
Fluoride 951 mg/1
Fixed 510 mg/1
Foimaldehyde:7188.0 - mg/l
Residue: Suspended 530 'mg/l
Grease and Oils 556 mg/I
Volatile 535 mg/l
Hardness Total goo mg/l
Fixed 540 mg/1
Specific Cond..95 2
uMhos/cm•
pH 403 units
MBAS 38260 mg/l
Acidity to pH 4.5 436 mgA
Phenois '32730 ug/1
Acidity to pH 8.3 435 mg/l
Sulfate 945 mg/1
Alkalinity to pH 8.3.415 mg/l
Sulfide 745 mg/l
Alkalinity to pH 4.5 410 mg/l
1
TOC 680 mg/l
1
Turbidity 76 NTU
Vm r.a6 TT— r%MT v
Lab Number. 19
Date Received: d
-1( Time
Rec'd by:_�'4
From: Bus-Couri - and De
DATA ENTRY B •
CK:
DATE REPORTED:
ie Type
A H 'L
NH3•as.N 610 mq/I
TKN as N 625 • mg/I
NO2 plus NO3 as N 630 mg/I
'
•P: Total as P 665 mg/1
PO4 as P 70507 mgA
P Dissolved as P 666 mg/i
Cd-Cadmium 1027 u0A
Cr•Chromium:Tot d 1034 u9A
Cu-Copper 1042 ug/1
Ni-Nickel 1067 ug/1
Pb-Lead 1051
Zn-Zinc 1092 ugA
A river 1077. ugn
Al -Aluminum 1105 ug/1
Be -Beryllium 1012 ug/1
Ca -Calcium 916 m9A
Co -Cobalt 1037 ug/1
Fe -iron 1045 ugA
aposite Sample
T pe
T S B GNXX
Li -Lithium 1132 ugA
Mg -Magnesium 927 mg,
Mn-Manganese 1055 ug/
Na-Sodium 929 mg/l
Arsenfc:Total 1002 u!rA
Se-Selenium.1147 ug/1
Hg-Mercury 71900 ug/l
Organochiorine Pesticides
Organophosphon g Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
Sampling Point %
Conductance at 25 C
Water Temperawre
D.O. mgA
pH
Alkalinity
Acidity
A'u Temperature (C)
pH 83 pH 4.5
pH 4.5 pH 8.3
2
94
10
300 r
400 it
82244 431 '
82243 182242
20
Salinity %
Precipitlon Gaday)
Cloud Cover %
Wind Direction (Deg)
Stmam Flow Severity Turbidity Severity
Wind Velocity M/H can Stream Depth ft.
Stream Width fL -
480
145 132
136
11351 1350
35 64
4
6

WNW
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 2, 2011
Wayne Smith
51 Bridge St #B
Sylva NC 28779
Dee Freeman
Secretary
SUBJECT: Compliance Sampling Inspection
Tinseltown RV Park.
Permit No:.N00088765
Jackson County
Dear Mr. Smith:
Enclosed please find a copy of the Compliance Sampling Inspection Report from
the inspection which Jeff Menzel and I conducted at the facility on July 12, 2011. The
facility was found to be in Compliance with permit NC0088765.
Please refer to the enclosed inspection report for additional observations and
comments. If you have any questions, please do not hesitate to call me at 828-296-4500.
Sincer ly,
Keith Ha nes
Environmental Sr. Specialist
Enclosure
cc: Mark Teague, ORC
Central Files
WX-g-Ile tQ Files
S:\SWP\Jackson\Wastewater\Minors\Tinsietown RV Park 88765\CElletter7.12.11.doc
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 Nck;di Carolina
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748
Internet: www.ncwaterauality.org ahmally

O
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C.
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 NU2 IJ 31 NCO088765 I11 121 11/Q7/12 I'17
LJ
18 U) 19U 201
lJ IJ LJ
Remarks
211 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII6
Inspection Work. Days Facility Self -Monitoring Evaluation Rating B1 QA
----- -----Reserved--------
67 I 169 70 71 IU 72 N.
J
73 I I 174 751 I I I I I I 180
W
Section B: Facility Data
-
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Tinseltown RV Park
09:05 AM 11/07/12
09/02/01
Exit Time/Date
Permit Expiration Date
09:45 AM 11/07/12
12/11/30
Name(s) of Onsite Representative(s)rritles(s)/Phone and Fax Number(s)
Other Facility.Data
Name, Address of Responsible Ofriciallritle/Phone and Fax Number
Wayne Smith,51 Bridge St #B Sylva NC 28779//828-269-0253/ Contacted
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance N Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name,(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Jeff Menzel ARO WQ//828-296-4500/
t
Keith Haynes %i� ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Dat
Roger C Edwards Vl1 ARO WQ//828-296-4500/
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Insoection Type 1
3I NC0088765 I11 12I 11/07/12 j17 o18'_'
Section D: Summary of Finding/Comments (Attach additinallssheets of narrative and checklists as necessary)
This WWTP is a synthetic surface media system. A follow-up inspection needs to be conducted with the
ORC on site in order for a detailed inspection to be performed. Sampling Results were as follows:
BOD - 23 mg/I
TSS - 26 mg/I
While these results are in compliance, they are on the h
have been caused by leaves in the effluent chamber.
end. The effluent had a brown color which could
Page # 2

Permit: NCO088765 Owner - Facility: Tinseltown RV Park
Inspection Date: 07/12/2011 Inspection Type: Compliance Sampling
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge (] ❑ ■ ❑
Judge, and other that are applicable?
Comment
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? 11000
Is the facility as described in the permit?
❑ ■ ❑ ❑
# Are there any special conditions for the permit?
❑ ❑ ■ ❑
Is access to the plant site restricted to the general public?
■ ❑ ❑ ❑
Is the inspector granted access to all areas for inspection?
■ ❑ ❑ ❑
Comment: Facility not described in permit..
Filtration (High Rate Tertiary)
Yes No NA NE
Type of operation:
Down flow
Is the filter media present?
■ ❑ ❑ ❑
Is the filter surface free of clogging?
■ ❑ ❑ ❑
Is the filter free of growth?
■ ❑ ❑ ❑
Is the air scour operational?
❑ ❑ ❑ ■
Is the scouring acceptable?
0000
Is the clear well free of excessive solids and filter media?
❑ ❑ ❑ ■
Comment: Synthetic surface media
Effluent Pipe
Yes No NA NE
Is right of way to the outfall properly maintained?
■ ❑ ❑ ❑
Are the receiving water free of foam other than trace amounts and other debris?
■ ❑ ❑ ❑
If effluent (diffuser pipes are required) are they operating properly?
110 ■ ❑
Comment:
Disinfection - UV
Yes No NA NE
Are extra UV bulbs available on site?
■ ❑ ❑ ❑
Are UV bulbs clean?
❑ ❑ ❑ ■
Is UV intensity adequate?
■ ❑ Q ❑
Is transmittance at or above designed level?
❑ ❑ ❑ ■
Page # 3

Permit: NC0088765 Owner - Facility: Tinseltown RV Park
Inspection Date: 07/12/2011 Inspection Type: Compliance Sampling
Disinfection - UV Yes No NA NE
Is there a backup system on site? ❑ ■ ❑ ❑
Is effluent clear and free of solids? ■ Cl ❑ ❑
Comment: The location of the UV system makes a thor, ugh inspection difficult
Page # 4

�Aalj7i
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Wayne Smith
51 Bridge St
Sylva, N.C. 28779
Dear Mr. Smith:
Division of Water Quality
Charles Wakild, P.E.
Director
August 16, 2012
Dee Freeman
Secretary
Subject: Issuance of NPDES Permit NCO088765
Tinseltown RV Park WWTP
Jackson County
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge 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 October 15,
2007 (or as subsequently amended).'
This final permit includes no major changes from the draft permit sent to you on
June 13, 2012.
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 (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such
demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. 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, the 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 Charles Weaver at telephone number (919)-8W-6391.
�Charle . ak d-,P L+ "' .:"::; :� : w zn
';
rr .�
cc: Central -Files � '���
A hsA eville RegionaLOffice/.S_urface Water Protection r
NPDES Unit+
SEP 1 0 2012
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
WATER QUALI f
512 North Salisbury Street, Raleigh, North Carolina 27604 P'
ASHEVILLE R 3; ; •Q � aT Il
Phone: [phone] / FAX [phone] / hfp://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer-501/o Recycled1101/6 Post Consumer Pa

ti
Permit NCO088765
STATE OF NOR']
DEPARTMENT OF ENVIRONMEN
DIVISION OF W�4
TO DISCHARGE W
In compliance with the provision of North Can
standards and regulations promulgated and a
Management Commission, and the Federal
� Wayne
I CAROLINA
'AND NATURAL RESOURCES
CER QUALITY .
ATER UNDER THE
.RGE ELIMINAT
za General Statute 143-215.1, other lawful
ipted by the North Carolina Environmental,
ater Pollution Control Act, as amended,
ith
is hereby authorized to discharge wastewater from a facility located at the.
Tinseltown RV Park WWTP
80 Wilmont Road
Syl
Jackson
to receiving waters designated as the Z
Little Tennessee River Basin in acco:
requirements, and other conditions set
This permit shall become effective December 1,
This permit and authorization to discharge
Signed this day August 16, 20
;egee River in subbasin 04-04-02 of the
with effluent. limitations, monitoring
in Parts I, II, III and IV hereof.
12.
expire at midnight on November. 30, 2017.
C Yes Wakild, P.E., irector�_.
ivision of Water Quality
By Authority of the Environmental Management Commission

L
Permit NCO088765
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits- issued to this facility, whether for operation or discharge- are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority,to operate and discharge from this facility arises under
the permit conditions, requirements, terms, and provisions included herein.
Wayne Smith is hereby authorized to:
1. Continue to operate 0.0042 MGD E-Z Treat wastewater treatment system
that includes the following components:.
➢- Septic tank
➢ Dual -train synthetic, surface media
➢ Ultraviolet disinfection
This facility is located at the Tinseltown RV Park WWTP on Wilmont Road
in.Jackson County.
2. Discharge from said treatment works at the location specified on the
attached map into the Tuckasegee River; currently classified B waters, in
hydrologic unit 06010202 of the Little Tennessee River Basin. .

k
E
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g
\ . . . . . . . . . . .
TINSELTOWN
RV PARK 10.2
ACRES
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MIN#'
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N* f,'A...
IM
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5�
16
. .
.. ......
� N
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Latitude: 35*24'12" Tinseltown RV Park
Longitude: 830197'
Receiving Stream: Tuckasegee River WWTP
Stream Class: B NCO088765
Subbasin: 040402
Jackson County.;-

w Permit NCO088765
A. (1), EFFLUENT LIMITATIONS AND MONITORING .REQUIREMENTS
During the period beginning upon the effective date of the permit and" lasting until
expiration,- ,the Permittee, is authorized to .discharge from outfall 001. Such discharges
shall be limited and monitored by the Permittee as specified below:
PARAMETER',
MQNITORING'REQUIREMENTS' '
[PCS Code] "
"
Monthly..Average'''
Daily Maximum
;M'easu�ement
Sample Type
Sample
,r
Frequency-
Location -
Flow
50050
0.0042 MGD
Weekly
Instantaneous '
Influent.or
Effluent
[5-day (20°C)
0031
00310
30.0-mg/L
45.0 mg/L
-
Weekly
Grab
Effluent
Total Suspended Solids
[005301,
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent"
Fecal Coliform (geometric mean)
31616
200/1.00 mL
400/100 mL
Weekly
Grab
Effluent
Total Residual Chlorine, (TRC)l
28 pg/L
2/Week
Grab
Effluent
50060
Temperature (°C)
00010
Weekly
Grab
Effluent
pH
00400
> 6.0 and < 9.0 standard units
- -
Weekly
Grab
Effluent
Footnotes:
1. "Limit and monitoring applies only if "chlorine is added for disinfection: The Permittee
shall report all effluent TRC values reported by a NC -certified laboratory [including field -
certified]. Effluent values < 50 µg/L will be treated as zero for compliance purposes.
There shall. be no discharge of floating solids or visible foam in other than trace
amounts

PDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar_ days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
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.
Calendar Day
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.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically: Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: 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
(3) Variable time/constant volume: 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
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011

PDES Permit Standard Conditions
Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires pni r approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than Once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes (Iapart during any 24-hour period.
➢ Permittees with wastewater -treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout tb e operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when th Ire may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day orI any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division"
The Division of Water Quality, Department of Environment a ,d Natural Resources.
Effluent
Wastewater discharged following all treatment processes from
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this
permit to be rescinded.
Geometric Mean
water pollution control facility or other point source
permit. Completion of facility closure will allow this
The Nth root of the product of the individual values where N -j the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detectio� level]") shall be considered =1.
Grab Sample
Individual samples of at least 100 mL collected over a period
collected manually. Grab samples must be representative of tl
samples).
time not exceeding 15 minutes. Grab samples can be
discharge (or the receiving stream, for instream
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together'the samples and flow are representative of the discharge
during'that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority'
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
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 excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as.toxic under Section 307(a)(1) of the CWA:
Upset
An incident beyond the reasonable control of the Permittee,causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
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 CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of -the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA 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 CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 4.02, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
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d.
e.
f.
imprisonment of not more than 1 year, or both. In the i
violation, a person shall be subject to criminal penaltie
imprisonment of not more than 2 years, or both. [33 U
Any person who knowingly violates such sections, or
penalties of $5,000 to $50,000 per day of violation, or
case of a second or subsequent conviction for a knowi
penalties of not more than $100,000 per day of violab
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
Any person who knowingly violates section 301, 302,
condition or limitation implementing any of such secti
who knows at that time that he thereby places another
injury, shall, upon conviction, be subject to a fine of n
15 years, or both. In the case of a second or subsequer
person shall be subject to a fine of not more than $50C
both. An organization, as defined in section 309(c)(3)1
the imminent danger provision, be subject to a fine of
$2,000,000 for second or subsequent convictions. [40
Under state law, a civil penalty of not more than $25,(
who violates or fails to act in accordance with the tern
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalt)
306, 307, 308, 318 or 405 of this Act, or any permit c(
in a permit issued under section 402 of this Act. Admi
exceed $16,000 per violation, with the maximum amo
$37,500. Penalties for Class H violations are not to ex
violation continues, with the maximum amount of an)
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize
violation of this permit with a reasonable likelihood of a(
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing"
(Part H.C.7), nothing in this permit shall be construed to r
or penalties for noncompliance pursuant to NCGS 143-21
1319. Furthermore, the Permittee is responsible for conse
responsibility for effective compliance may be temporaril
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the iu
from any responsibilities, liabilities, or penalties to which
215.75 et seq. or Section 311 of the Federal Act, 33 USG
consequential damages, such as fish kills, even though the
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property
privileges, nor does it authorize any injury to private prop
infringement of Federal, State or local laws or regulations
se of a second or subsequent conviction for a negligent
of not more than $50,000 per day of violation, or by
1319(c)(1) and 40 CFR 122.41(a)(2)]
ich conditions or limitations is subject to criminal
nprisonment for not more than 3 years, or both. In the
violation, a person shall be subject to criminal
i, or imprisonment of not more than 6 years, or both.
03, 306, 307, 308, 318 or 405 of the Act, or any permit
ns in a permit issued under section 402 of the Act, and
ierson in imminent danger of death or serious bodily
t more than $250,000 or imprisonment of not more than
conviction for a knowing endangerment violation, a
)00 or by imprisonment of not more than 30 years, or
3)(iii) of the CWA, shall, upon conviction of violating
of more than $1,000,000 and can be fined up to
;FR 122.41(a)(2)]
10 per violation may be assessed against any person
;, conditions, or requirements of a permit. [North
by the Administrator for violating section 301, 302,
ndition or limitation implementing any of such sections
iistrative penalties for Class I violations are not to
mt of any Class I penalty assessed not to exceed
eed $16,000 per day for each day during which the
Class H penalty not to exceed $177,500. [33 USC
prevent any discharge or sludge use or disposal in
rsely affecting human health or the environment [40
in II.C.4), "Upsets" (Part II.C.5) and "Power Failures"
ieve the Permittee from any responsibilities, liabilities,
3, 143-215.6 or Section 309 of the Federal Act, 33 USC
iential damages, such as fish kills, even though the
suspended.
stitution of any legal action or relieve the Permittee
he Permittee is or may be subject to under NCGS 143-
321. Furthermore, the Permittee is responsible for
responsibility for effective compliance may be
ghts in either real or personal property, or any exclusive
rty or any invasion of personal rights, nor any
40 CFR 122.41(g)].
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 navigablevaters.
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7. Severability
The provisions of this permit are severable. 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 [NCGS 150B-23].
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 by this permit [40 CFR 122.41(h)].
9. Du 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 [40 CFR 122.41(b)].
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 unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] 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 [40
CFR 122.41(k)].
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, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where 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 [40 CFR.122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. 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 [40 CFR 122.22]
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c. Changes to authorization: If an authorization under pa:
a different individual or position has responsibility for
satisfying the requirements of paragraph (b) of this see
together with any reports, information, or applications
122.22]
d. Certification. Any person signing a document under p
certification [40 CFR 122.221. NO OTHER STATEN
"I certify, under penalty of law, that this document an
supervision in accordance with a system designed to c
evaluate the information submitted. Based on my ingh
those persons directly responsible for gathering the it
knowledge and belief, true, accurate, and complete. I
submitting false information, including the possibility
12. Permit Actions
This permit may be modified, revoked and reissued, or
Permittee for a permit modification, revocation and rei:
or anticipated noncompliance does not stay any permit
13.
The issuance of this permit does not prohibit the permit i
revoking and reissuing the permit, or terminating the pen
contained in Title 40, Code of Federal Regulations, Parts
Administrative Code, Subchapter 02H .0100; and North 1
14. Annual Administering and Compliance Monitoring Fee 1
The Permittee must pay the annual administering and cc
billed by the Division. Failure to pay the fee in a timely
may cause this Division to initiate action to revoke the I
Section C.
raph (b) of this section is no longer accurate because
overall operation of the facility, a new authorization
n must be submitted to the Director prior to or
be signed by an authorized representative [40 CFR
)hs a. or b. of this section shall make the following
OF CERTIFICATION WILL BE ACCEPTED:
all attachments were prepared under my direction or
sure that qualified personnel properly gather and
y of the person or persons who manage the system, or
)rmation, the information submitted is, to the best of my
m aware that there are significant penalties for
f fines and imprisonment for knowing violations. "
ed for cause. The filing of a request by the
or termination, or a notification of planned changes
n [40 CFR 122.41(f)].
ng authority from reopening and modifying the permit,
as allowed by the laws, rules, and regulations
and 123; Title 15A of the North Carolina
Mina General Statute 143.215.1 et. al.
e monitoring fee within thirty days after being
in accordance with 15A NCAC 02H .0105(b)(2)
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (OR,
least equivalent to the type and grade of the system;
I
C.
designate one or more Back-up Operator(s) in Respoi
certificate of the type of the system and no more than
exception of no backup operator in responsible charge
requirements are twice per year; and
submit a signed completed "Water Pollution Control
(or to the local health department for owners of subsu
operators, designating the Operator in Responsible C]
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals
(2) within 120 calendar days following:
➢ receiving notification of a change in the c1w
Operator in Responsible Charge (ORC) and
of the proper type and grade; or
➢ a vacancy in the position of Operator in Res
Responsible Charge (Back-up ORC).
possesses a valid certificate of the type and grade at
,ible Charge (Back-up ORCs) who possesses a valid
ine grade less than the grade of the system, with the
is required for systems whose minimum visitation
n Operator Designation Form" to the Commission
systems) countersigned by the designated certified
(ORC) and the Back-up Operator in Responsible
introduced into a new system; or
of the system requiring the designation of a new
Operator in Responsible Charge (Back-up ORC)
Charge (ORC) or Back-up Operator in
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class H, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
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 Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
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 [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a.' Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
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 b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(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 effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility 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 b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an
the Permit Issuing Authority determines that it
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset c,
noncompliance with such technology based permit efi
this condition are met. No determination made during
caused by upset, and before an action for noncompliai
review.
b. Conditions necessary for a demonstration of upset: p
defense of upset shall demonstrate, through properly
evidence that:
(1) An upset occurred and that the Permittee can ides
(2) The Permittee facility was at the time being prop
(3) The Permittee submitted notice of the upset as re
(4) The Permittee complied with any remedial meast
c. Burden of proof [40 CFR 122.41(n)(4)1: The Perm
the burden of proof in any enforcement proceeding.
6. Removed Substances -
Solids, sludges, filter backwash, or other pollutants remo
shall be utilized/disposed of in accordance with NCGS L
from such materials from entering waters of the State or
by the Commission. The Permittee shall comply with all
disposal of sewage sludge, including 40 CFR 503, Stand
Part 258, Criteria For Municipal Solid Waste Landfills; a
Surface Waters. The Permittee shall notify the Permit Iss
or disposal practices.
ipated bypass, after considering its adverse effects, if
meet the three conditions listed above in Paragraph c.
itutes an affirmative defense to an action brought for
it limitations if the requirements of paragraph b. of
unistrative review of claims that noncompliance was
is final administrative action subject to judicial
Permittee who wishes to establish the affirmative
ned, contemporaneous operating logs, or other relevant
the cause(s) of the upset;
operated; and
ed in Part II.E.6.(b) of this permit.
required under Part II.B.2. of this permit.
seeking to establish the occurrence of an upset has
in the course of treatment or control of wastewaters
15.1 and in a manner such as to prevent any pollutant
igable waters of the United States except as permitted
ilicable state and Federal regulations governing the
for the Use and Disposal of Sewage Sludge; 40 CFR
15A NCAC Subchapter 2T, Waste Not Discharged To
g Authority of any significant change in its sludge use
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) 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.
2.
Representative Sampling
Samples collected and measurements taken, as required he
Samples collected at a frequency less than daily shall be t,
discharge for the period the sample represents. All sample
permit and, unless otherwise specified, before the effluent
water, or substance. Monitoring points shall not be change
Issuing Authority [40 CFR 122.410)].
Reporting
Monitoring results obtained during the previous month(s)
monthly Discharge Monitoring Report (DMR) Form (MR
Director, postmarked no later than the last calendar day of
The first DMR is due on the last day of the month followir
facility, on the last day of the ,month following the comme:
and all other reports required herein, shall be submitted to
ein, shall be representative of the permitted discharge.
en on a day and time that is representative of the
shall be taken at the monitoring points specified in this
gins or is diluted by any other wastestream, body of
. without notification to and the approval of the Permit
call be summarized for each month and reported on a
, 1. 1, 2, 3) or alternative forms approved by the
he month following the completed reporting period.
the issuance of the permit or in the case of a new
-ement of discharge. Duplicate signed copies of these,
ie following address:
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NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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 is 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. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow 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
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting. testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures f6r 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 CWA (as amended), and 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 [40 CFR 122.41].
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.
Penalties for Tampering
The CWA 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 [40 CFR 122.41].
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
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained 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 [40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the
following information [40 CFR 122.411:
a. The date, exact place, and time of sampling or me
b. The individual(s) who performed the sampling or
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 re
a representative of the Director), upon the presentation of
law, to;
a. Enter, at reasonable times, upon the Permittee's prem
conducted, or where records must be kept under the c
b. Have access to and copy, at reasonable times, any rec
c. Inspect at reasonable times any facilities, equipment
or operations regulated or required under this permit;
d. Sample or monitor at reasonable times, for the purpo
authorized by the CWA, any substances or parameter
Section E Reporting Requirements
of this permit, the Permittee shall record the
ve (including an authorized contractor acting as
s and,other documents as may be required by
where a regulated facility or activity is located or
itions of this permit;
that must be kept under the conditions of this permit;
uding monitoring and control equipment), practices,
s of assuring permit compliance or as otherwise
at any location [40 CFR 122.41(i)].
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
to the permitted facility [40 CFR 122.41(1)]. Notice is rec
a. The alteration or addition to a permitted facility may
122.29(b); or
)le of any planned physical alterations or additions
only when:
one of the criteria for new sources at 40 CFR
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, 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 to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state staiute.
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5. Monitoring Reports
Monitoring results shall .be reported at the intervals specified.elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) 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 this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public 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 [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
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
[40 CFR 122.41(1)(7)].
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 [40 CFR 122.41(1)(8)].
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 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 within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
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. 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.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes
any record or other document submitted or required to be
reports or reports of compliance or noncompliance shall, uL
$25,000 per violation, or by imprisonment for not more th
12. Annual Performance Reports
Permittees who own or operate facilities that collect or tre
report to the Permit Issuing Authority and to the users/custti
report shall summarize the performance of the collection of
facility was compliant with applicable Federal or State law
report shall be provided no later than sixty days after the e
annual period is used for evaluation.
The report shall be sent to:
NC DENR / Division of Water Quality /
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
any false statement, representation, or certification in
iaintained under this permit, including monitoring
ion conviction, be punished by a fine of not more than
n two years per violation, or by both [40 CFR 122.411.
municipal or domestic waste shall provide an annual
mers served by the Permittee (NCGS 143-215.1C). The
treatment system, as well as the extent to which the
, regulations and rules pertaining to water quality. The
i of the calendar or fiscal year, depending upon which
Water Protection Section
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-3941, no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section 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 (40 CFR 122.42):
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 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five 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 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while. any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR M'
Section A. Definitions
In addition to the definitions in Part H of this permit, the
CIPAL FACILITIES
definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containin pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the P I rmittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permitor prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an �ncrease in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, wh
This definition includes any devices and systems used in the si
sewage or industrial wastes of a liquid nature. It also includes
.0402, only if it conveys wastewater to a POTW treatment plat
organization, or municipality, as defined in section 502(4) of t]
to and the discharges from such a treatment works. In this conl
treatment plant or the owner of the collection system into whic
POTW may be referred to as a "satellite POTW organization."
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly
.0903(b)(33)]:
i is owned by a State or local government organization.
age, treatment, recycling and reclamation of municipal
collection system, as defined in 15A NCAC 2T
The term also means the local government
CWA, which has jurisdiction over indirect discharges
A, the organization may be the owner of the POTW
an indirect discharger discharges. This second type of
.5A NCAC 02H .0903(b)(26)]
treatment works and that [15A NCAC 02H
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H ,0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above hash no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any'or all of such other pollutants in accordance with best practicable technology or water quality
standards.
Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause.corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause: Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil; or products of mineral oil origin in'amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
.may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
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 discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such factions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) dischar
Standards developed under Section 307(b) of the Act as anr'
specific local limits, best management practices and narrati
any Significant Industrial User (SIU), the Permittee shall ell
Pretreatment Program or, as necessary, a modification of an
required under section D below as well as 15A NCAC 02H
5. This permit shall be modified, or alternatively, revoked and
Pretreatment Program or to include a compliance schedule
as required under Section 402 (b)(8) of the CWA and imple
ging to the POTW to meet Federal Pretreatment
ended (which includes categorical standards and
ve requirements). Prior to accepting wastewater from
ther develop and submit to the Division a new
existing Pretreatment Program, for approval as
.0907(a) and (b). [40 CFR 122.440)(2)]
reissued, to incorporate or modify an approved POTW
for the development of a POTW Pretreatment Program
menting regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of
North Carolina General Statute 143-215.3(14) and implemer
with the approved pretreatment program, all provisions and 1
program submittal are an enforceable part of this permit. [40
The Permittee shall operate its approved pretreatment program
CFR 403, 15A NCAC 02H .0900, and the legal authorities, pol
its pretreatment program submission and Division approved ml
not limited to the implementation of the following conditions a
of this permit are as defined in 15A NCAC 02H .0903 and 40 (
1.
2.
Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to ii
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR
Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the s
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) a.
including identification of all Industrial Users that may ha
of pollutants contributed to the POTW by these Industrial
meeting the definition of SIU. Where the Permittee accep
IWS for the Permittee shall address all satellite POTW sei
satellite service areas is administered by a separate Permil
Permittee shall submit a summary of its IWS activities to
required by the Division. The IWS submission shall inclu
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(l
3. Monitoring Plan
The Permittee shall implement a Division -approved Mon
be used in a wastewater treatment plant Headworks Anal
local limits. Effluent data from the Plan shall be reported
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at
Division. Within 180 days of the effective date of this perr
Permittee shall submit to the Division a written technical e
updated HWA or documentation of why one is not needed
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0�
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .09
CWA and implementing regulations 40 CFR 403,
regulations 15A NCAC 02H .0900, and in accordance
lations contained and referenced in the pretreatment
R 122.440)(2)]
accordance with Section 402(b)(8) of the CWA, 40
es, procedures, and financial provisions contained in
fications thereof. Such operation shall include but is
requirements. Terms not defined in Part II or Part IV
Z 403.3.
;ment its approved pretreatment program. [15A
.8(f)(1) and 403.9(b)(1) and (2)]
vey of users of the POTW collection system or
i 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
e an impact on the POTW and the character and amount
Jsers and identification of those Industrial Users
wastewater from one or more satellite POTWs, the
ices areas, unless the pretreatment program in those
;e with an approved Pretreatment Program. The
.e Division at least once every five years, and as
a summary of any investigations conducted under
), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
ing Plan for the collection of facility specific data to
(HWA) for the development of specific pretreatment
the DMRs (as required by Parts ILD and H.E.5.). [15A
east once every five years, and as required by the
[t (or any subsequent permit modification) the
aluation of the need to revise local limits (i.e., an
[40 CFR 122.44]. The Permittee shall develop, in
)9, specific Local Limits to implement the prohibitions
9. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]
Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtC)
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial. User Pretreatment Permit (IUP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
21.5.1(a)(8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. IU Self.Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.446)(2) and 40 CFR 403.121
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [1.5A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
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NC DENR / Division of Water Quality / Surface Water Protection Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March L.of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit,;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [I5A'NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment. program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
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Mr. Wayne Smith .pC.-1
A To C No. 08-876, A01€r
December 8, 2009
Engineer's Certification g rt 't
�`�'� SGOTION
I, , as a duly registered Professional Engineer in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the modifications and improveme is to th Tip sn eltorwn R hark
located on 80 Wilmot Road, Sylva inracks" o'i CounE for Mr. Wayne Smith, hereby state that, to
the best of my abilities, due care and diligence was used in the observation of the following
construction:
Installation of an E-Z Treat Fixed -Media Recirculation Filter System consisting
of: three (3) 3,000 gallon septic tanks, two (2) 3,000 gallon recirculation tanks
with 50 GPM dosing duplex pumps, six (6) (approximately 1,450 gallons each)
EZ Treat Filter Media pods, and a UV disinfection system, in conformity with the
project plans, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built
within substantial compliance and intent of the approved plans and specifications.
Signature //Gi7 ���- Registration No.
g /
Date V Ll
Send to: Construction Grants & Loans
DENR/DWQ
1633 Mail Service Center.
Raleigh, NC 27699-1633
C
OCT 15 2010 `
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
s:
k — - 4
s I,I 11 S EP - 2 2010
F �f l� :�1LI _ F:CGiV I�riL C..

- DE$ APPLICATION - FORM D`�_.
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDBS Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES PerMit OCOOSS765
If you are completing this form in computer use the TAB key or the up — down arrows to move from one
field to the next. 7b check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Wayne Smith
Facility Name
Tinseltown RV Park
Mailing Address
51 Bridge Street
City
Sylva
State / Zip Code
NC/ 28779
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
2. Location of facility producing discharge:
Check here if swne address as above
Street Address or State Road 80 Wilmont Road
City
Sylva
State / Zip Code
NC/28779
County
Jackson
3. Operator information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring tt the Operator in Responsible Charge or ORC)
Nance Dale Wike (Environmra,,tal, Inc.)
Mailing Address PO BOX 954
City Cullowhee
State / Zip Code NC/ 28723
Telephone Number [phone]
Fax Number [phone]�:::�: ; •...•.,
1 of t
Form -A 05108
IW�K aY,w.c.• �-.': ,: i•::•nostr.n::n,.a.�.«�,,..........x.s.r...-:..Lti:tAS�r�r1•.

t
--.;PDRS APPLICATION - FORM D "
For privately owned treatment systems treating 100% domestic wastewaters c1.0 MGD
4. Description of wastewater. -
Facility Generating Wastewater(check all that apply):
Industnal
Number of Employees
Commercial
Number of Employees ,
Residential
Number of Homes
School
Number of Students/ Staff
Other X
Explain- RV PARK
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
RV PARK
Population served:
S. Type of collection system
Z Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points . 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes IQ No
7. Name of receiving stream(s) (Provide a map showing the exact Iocation of each outfallp
Discharge from said treatment discharges into Tuckasegee River in Little Tennessee River
Basin. (Map is attached)
S. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs- Duratiozr- .
9. Describe the treatment system
List all installed components, including capacities, provide design removal forBOD, TSS, nitrogen and
phosphorus. Pf the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
The treatment system consist of an existing 0.0042 MOD wastewater treatment system.
The treatment consists of a recirculation media filtration unit, designed to treat 4,200
gallons per day. The "F Z Treat" system consists of a septic tank and dual train
synthetic surface media for aerobic biodegradation. The media is dosed 36 times a day
with the septic tank effluent. The emueut consist of a DV disinfection prior to
discharge.
The facility is located at 60 Wilmont Road, Sylva, NC. Jackson County.
202 Form-D 05108

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.0042 MGD
Annual Average daily flow 0.0002 MGD (for the previous 3 years)
Maximum daily flow 0.0014 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum
and monthly average. If only one analysis is reported, report as daily maximum.
Parameter
` Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODS)
45.0
30.0
Mg/l
Fecal Coliform
400/ 100
200/ 100
ml
Total Suspended Solids
45.0
30.0
Mg/1
Temperature (Summer)
Temperature (Winter)
pH
>6.0 and <9.0 standard units
13. List all permits, construction approvals and/or applications:
Type Permit Number Type Permit Number
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES NCO088765 Dredge or fill (Section 404 or CWA)
PSD• (CAA) Other
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
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 acgurate.
Printed
iE Om 5"
of Person Signing
LIBVIf
Title
� aww' &1
Signature of Applicant Dat /
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes ny 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 $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides apunishment by afine ofnot-more than $25,OQ0 or imprisonment not more than 5 years, or both, for a similar offense.)
4 of 4 Form-D 05/08

NVIR_ ONMENTAL
Inc{=ww��rliMMo}fi
Sludge 1Vlanwemem Playa
May 25, 2012
Wayne Smith
Tinseltown RV Park
80 Wilmont Road
Sylva
NC/ 28779
NPDES Permit C0088765
Solids are pumped from the -septic tanks at the head of the dual train synthetic surface
media. Any excess solids will be removed from the closing tanks. Environmental, Inc., a
licensed waste management firm, will remove. solids.
The. solids will be disposed of at Tuckaseigee Water & Sewer. Municipality Facility.
Signature:
.Mark Teague, Environm al, In
Contract Operational Firm

0 1 *,:LTA WO V
I

ENVIROi1 MENInes
T,�#
or
F"
To: Jack In The Box, Inc. From Heather W. Teague
At6n: Wayne Smith Pagem,
Fats: [phone] Date: 06/24/12
RW Tinseltown RB Park NPDES Permit
Renewal
Comments:
Wayne:
Please see the followim¢ hjPDES permit remawal package for Tinschown's wastmater treatment facjility,
There area few tWpgs you will need to cgmplqte= vou can fill this in with
Form D: #4: Enter Number of Hook ups. ✓
Under that- enter gopulatiom served (estimated).
Form D: # 14 Application Certification ✓
ea a see the last sheet which includes our checklist. you will need to send in a cover letter, and all the
documents I have included.
The package needs 12 be postmarked to the address listed no later than June 3 2012.
I am also mailing you the Rackao if the fax is not clear.
Please let me know if u hyQ ave any questions. Best Regards- eather W. Teague
0

RECEIVED 05/17/2012 OB:53
05/17/2012 07: 59 82857-`00 ENVIRONMENTAL It, PAt 08/11
May 18 12 04'04p Wayne Smil.,,. _ ' QZ6: °134 p.3
,k�P'D11tS P`JIw' NGppg8765 .
ITA.CKSON COUNTY
1,he fo&ming items are gnoua= fox all zmeswal packages:
)M A cam lettem taeeltadtcg momgd of 6* pemit gad doceunen*g mmy changes at the foailitr mince
iasuaucc of the: last pew Submk one signed 9169hxl and two eopzes.
'rbe completW appleeation C (may AtMCbedj, iptd by the pa mittee or an Audwdceed
Repent &e. Sabmh one *cd otatl gad two copies.
> 'lfan Authati it Rcpzesentativw (umcb as a oowdldng w*Aoser ox c2dwo Mental ewu:ulwn§ ptcpmn;
the xemewd package, wximm dm=wftdcm xmt be pwwickd sbowing th:e autholky dalagated to may
such A.uxlwamad Repnesentativve (ace Pon ll.B,17.b of the cai mg NNDES pdnrdt)-
.0 A namd" dcaeaaption of tho siadr nansgaumat plxa for ebe Cscality. Dambe. hew Audga (or other
Sao&) Smo rated duHft .onesewat m test "% handled and dicspauM. If youx facility Sus no such
plan (or dw pwmeitteed fwcillty does not goomte any solids), w*h d.* in wdtlnig. 5nhmit one signed
oeigitud and Wo c*es.
ltu u *k fkaidw dmug d as Ping y %dust 6 (act Appendkes A, A to r1da 40 of the Code of Fbda til
Replation.% Pan 122) 4nd AY,—L Mutatcl d fscilidm vnfh a petmiftd Row >_ 1.0 MGD mass subudt a
i? adtp Pollu nnk Analysis (PPA) in aoeawtdsRce, wft 40 CFA Pin M-21.
TA, above quus ent do= NOT aptly t+o,prapdr o d'1ior7itics ftmaqg �Di0i9a
domes c ea ov&% ►a aer, vir AcNa es wAiab d&n&mqw nva-Artvaess w-sftwa9r (Ow4we
watcry ,&,f W hackava4p etc.)
..: - .Scud tk�e• temtple�ad x�wu Wal PACE #o: • • •- - _ _ ... „ ... ,
Aft. Dina Spdnldee
NC UENR / 0WQ / Point Soume Bauch
= U2H Service CAM er
Rdcxg* NC 276"-71617

S
To- Robert Nass
Attu:
Fax [phone]
Rey Sklyine Lodge NPDES Permit Renewal
Comments:
Mr. Nass:
ID E V E � U E Di
J U N 12 2012
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
From: Heather W. Teague
Pages: 7 .
Date. 05/24/12
/4R�
Please see the .follmvin N.PDES armit renewal ackane it�r S -line Lodge's wastewater
treatment .facility.
There are a: ,m
few thins You will need to complete- you can fill] tlii5 in with nen
Foim .D: 44: Enter Numl�e r��pinvices
ronii D: 91.4 .Application Certification.
Please see the last sheet which includes our checklist. You will need to send in letter, and all the documents I have included. a cover
The nackaore needs to be postmarked to the address listed no later than J>.ni.e 3.1012.
Please let the know ii'vou have an r < uestiozis, Best Regards- Heather Vie. Tea@Lte

For privately owned treatment ��ysems treating 00%� ome tic ti wastewaters <1,0 MGD
Mail the complete application to:
N. C. DENR J Division of Water Quality / NPDEs unit
1617 Mail Service Center, Raleigh, NC 27699-16.17
N1E'D7ES Permit �NC0036692 ��
.If you are completing this form in computer use the 7AF3 key or the up - down atrows to move from. one.
field to the next. 7'o check the boxes, .click your mouse on top of the box. Othenvise, please print or type.
I. Contact Information-.
Owner Name
Mr. Robert A. Nass
Facility .Name
Skyline Lodge Ww p
Mailing Address
905 Biscayne Blvd, # 1
City
Deland
State / Zip Code
FL/32724
Telephone Number
954-614-2244
Fax Number
41.6-834-2244
e-mail Address
Rnass@,yRANMgmtCo.com
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road 470 Skyline Lodge Drive, northwest of Highlands
City Highlands
City/ Zip Code Highlands/ 28741
County Jackson
S. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name Mark Teague (Environmental, Inc.) ._..... _...... ...... ..........
._•.
Mailing Address PO BOX 954
City Cullowhee
State / Zip Code NC/ 28723
Telephone Number (828) 586-558.8
Fax .Number [phone]
MAY 3 0 2012�
of 7 D

For privately owned treatmeen���yst systems treating 1 00% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Was�ater(check all that. aptly):
Industrial Number of Employees
Commercial Y Number of Emplovees
R.esidential Number of Homes -...._-
School Number of Students/Staff
Other )explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Inn/ Restaurant
Population served: 50
5. Type of collection system
Z Separate (sanitary sever only) ❑ Combined (stormsewer and sanita
ry sewer)
b. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
Discharge from said treatment discharges into Big Creek in subbasin 04-04-02 of Little
Tennessee River -Basin. (Map is attached)
8. Frequency of Discharge: Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacities, provide. design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system, in a
separate sheet of paper.
The treatment system consist of an existing 0.010 MGD wastewater treatment
system.
The treatment system is a gravity -fed collection system. Raw fed
sewage is gravity
into an aeration basin. The system includes an aeration basin, clarifier and a chlorine
contact basin. Following the chlorine contact basin. the treated. effluent disch arges into
a sand -filter bed.
The treatment system, is located at 470 Skyline Lodge Drive, northwest of Highlands,
Macon County.
2of2
Form-D 050

For privately owned treatment treatingg�100���`domestic ti wastewaters <1.0 MGD
10. Flow Information.
Treatment Plant Design flow 0.010 MGD
Annual Average daily flow 0,001 _ MGD (for the previous 3 years)
Maximum daily flow 0..0014 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ yes Q .No
12. Effluent Data
Provide dater. for theparameters listed. fecal C oliforrre, Temperature and p.I-I shall be grata samples, for all other
parameters 24-hour composite sampling shrill be used. If more than orte ari.alysis is reported, report daily rreeLvinturn
aced monthly averacye. If only one analysis is reported, repor7. as daily mcexinrurre.
,Parameter
Biochemijal Oxygen Demand (BOD;)
Fecal Coliform �—
Total Suspended Solids
Temperature (Summer)
Temperature (Winter) --
pH
>6.0 and <9,0 standard units
Daily , monthly
45.0
400/100
45,0
30.0
200/100
30.0
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA) NrESH.APS (CAA)
U1C (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
NC003.6692 - —
14. APPLICANT CERTIFICATION
Ocean Dumping (.kIPRSA)
Dredge or fill (,Section 404 or C�VA)
Other
Units of
Measurement
A'1g/ 1
rr�.l —
Mg/1
Permit Number
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.
Printed natz% of
of Applicant
4 2---,
North Carolina General Statute 143-215.6 (b)(2) states: 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 t perated 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 525,000, 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 $25,000 or imprisonment not more than 5 years, or both, for a similar offense.)
4of4
Form-D 05108

99.810VZO88 Xvi LS:S. 8002/Wn

6�1�1 lye,
Sludge Management Plan
RE:
Mr. Robert A. Nass
Skyline Lodge WWTP
905 Biscayne Blvd, # l
Deland
FL/32724
NPDES Permit C0036.692
Sludge is pumped and hauled :from the clarifier or aeration basin as needed by
Environmental, Inc. a licensed waste management firm,
The solids are disposed of at the Town of Highlands Municipality.- Facility.
Signature: C(
Mary Teague, Environmental. Iu
Contract Operational Firm

NC DENii / DWQ / NPDES
Reuewat.Applic:ation Checl;.hst
The fc>llowing items are I iE��LTY:�E for all renewal packages:
o A coVFer letter recluestirxg .ten.ewal of the pennit and documenting any changes at the tacilitV since
List pen -nit. Submit one signed originaj and two c
issuance of theopiies.
o :Ile completed. application form (copy attached), signed bar the pe mittee or. an Author
lieprese.ctatiNe . Submi.i: one signecl original anti two cise c1
opi£s.
o It an Autht>ttzed Representative (such as a consulting engineer or etwiroilnaental consultant) prepares
the rene- gal package, written documeatat on must. be provided showing the (authority, delegatecl to the
Atltlioriz:ed .Represent'Lti-cre (see Part. II.B.1, Lb of the existing NTPDES permit).
o A.narratic-e descLiptio.n of the slud--e nianag sent lava ft�z: the fAcility.
solids) generated during wastewater trea#nne:nt axe handled and disposed. If Your facility liasDescribe how sludg�no su 11 L
plan (or the permitted 'facility. does not generate any solids), explain this in 'lei riting. SjgbmiL
original and two copies. One signed
n.inti tif7�tr- r
o Industrial facilities classified a"' .Ptitnary InclusTXies (see ilfS )eIl dices AD to ':Title 40 of the Carle of
federal Itegulatic as, Part 122) and AsT.T..Municipal .facilities with a Permitted flow >_ 1.{) M{1D n�:ust
subnut a Priority Pollutant Analysis (l')�,�) in accordance with 40 CFR. Part 122.21..
?"fie above requitemexzt does .14 O app1V to no,-z-jndzzv&&I fa+ctEtx:es.
Send the co-q1fl:eted renewal package to:
Ni s. Dina Sprinkle
NC DN9. / DWQ /point 8()u rce Branch
1617 Mail ,Service Center
Raleigh, NC 27699-16 7
[phone]

HCDENR
North Carolina Department of Environment and 4. Natural,l�esources.
Division of Water Qu'affity—i''
Beverly Eaves Perdue Charles Wakild, P.E Freeman
Governor Director Secretary
May 9, 2012 M AY 1 4 2012 3
i
Mr. Wayne Smith
51 Bridge St, #B t, WATER (QUALITY SECTIJ
Sylva, NC - 28779 i ASHEVILLE RG1C14dAL OFFICE
Subject: Rerl'evs;a7.N,otice
NPDES Permit NCO088765
Tinseltown RV Park
Jackson County
Dear Permittee:
Your NPDES permit expires on November 30, 2012. Federal (40 CFR 122.41) and North Carolina
(15A NCAC 2H.0105 (e)) regulations state that permit renewal applications must be filed at least 180 days
prior to expiration of the current permit. If you have already mailed your renewal application, you
may disregard this notice.
Your renewal package must be sent to the Division postmarked no later than June 3, 2012. Failure
to request renewal by this date may result in a civil penalty assessment. Larger penalties may be assessed
depending upon the delinquency of the request.
If any wastewater discharge will occur after November 30, 2012, the current permit must be
renewed. Discharge of wastewater without a valid permit would violate North Carolina General Statute
143-215.1; unpermitted discharges of wastewater may be assessed civil penalties of up to $25,000 per day.
If all wastewater discharge has ceased at your facility and you wish to rescind this permit, contact
me at the telephone number or address listed below.
Use the enclosed checklist to complete your renewal package. The checklist identifies the items you
must submit with the permit renewal application. If you have any questions, please contact me at the
telephone number or e-mail address listed below.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: CentraLFiles
1Asheville.Regiona1_0ffice,Surface Water Protection.
NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 North Salisbury Street, Raleigh, North Carolina 27604 NofthCarohna
Phone: [phone] I FAX [phone] I charles,[e-mail] NaturallY
An Equal Opportunity/Affirmative Action Employer-50% Recycled110% Post Consumer Paper

TPDES PERMIT- NC00887
TINSELTOWN RV PARK
JACKSON COUNTY
The following items are REQUIRED for all renewal packages:
➢ A cover letter requesting renewal of the permit and documenting any changes at the facility since
issuance of the last permit... Submit one signed original and two copies.
➢ The completed application form (copy attache
Representative. Submit one signed original and two
➢ If an Authorized Representative. (such as a consuls
the renewal package, written documentation must
such Authorized Representative (see Part II.B.11.b c
➢ A narrative description of the sludge management
solids) generated during wastewater treatment are
plan (or the permitted facility does not generate an
original and two copies.
process wastewater:
Industrial_ facilities classified as Primary Industries (see 1
Regulations, Part 122) and ALL Municipal facilities wit]
Priority Pollutant Analysis (PPA) in accordance with 40
The above requirement does NOT apply t4
domestic wastewater, or facilities which di:
water, filter backwash, etc.)
Send the completed:
Mrs. Dina
NC DENR / DWQ /
1617 Mail Set
Raleigh, NC
signed by the permittee or an Authorized
ag engineer or environmental consultant) prepares
e provided showing the authority delegated to any
the existing NPDES permit).
an for the facility. Describe how sludge (or other
endled and disposed. If your facility has no such
solids), explain this in writing. Submit one signed
:)pendices A-D to Title 40 of the Code of Federal
a permitted flow >_ 1.0 MGD must submit a
TR Part 122.21. ,
privately owned facilities treating 100%
:barge non process wastewater (cooling
package to:
pint Source Branch
ce Center
;7699-1617

meeting Tuesday 27th :
Subject: meeting Tuesday 27th
From: "Mark Brooks" <[e-mail]>
Date: Thu, 22 May 2008 15:40:52 -0400
To: "Roy Davis" <[e-mail]>
Roy —
Here is a map to the site for our meeting next Tuesday. Looks like it is Wilmont Road of off Hwy 74. It's the first
Left past Crary Bill's. I look forward to seeing you there. Thanks for you assistance.
Mark C. Brooks, P.E.
Brooks Engineering Associates, P.A.
[phone]
1 of 1 5/22/2008 3:50 PM

0

OF WA Michael F. Easley
Governor
William G. Ross, Jr., Secretary
r NCDENR
North Carolina Department of Environment and Natural Resources
5 Coleen H. Sullins, Director
Division of Water Quality
January 8, 2009
Wayne Smith
51 Bridge Street,- #B
Sylva, NC 28779
Subject: Issuance of NPDES Permit NCO088765
Tinsletown RV Park
Jackson County
Dear Mr. Smith,
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge 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 October 15, 2007 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on October 22, 2008.
. The Division recommends that you consider ultraviolet (UV) disinfection for your facility. Chlorine can be
acutely toxic to aquatic organisms and forms secondary compounds that can also be detrimental to aquatic life. UV
disinfection would reduce the chemical load in your facility's effluent and reduce risks to aquatic life ins tream.
The Division also recommends that the plant will be equipped with emergency generators to operate all
critical parts of the plant 'during the power outage. The dumping of recreational vehicle holding tanks that contain
formaldehyde or other toxic compounds should be prohibited.
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 (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice. to the Division. The Division may require
modification or revocation and reissuance of the permit. 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, the 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 Sergei Chemikov at telephone number
[phone]. '
Sincerely,
J" Coleen H. Sullins
cc: NPDES Permit File
Central Files
I'l17sark
h'eRegiBrooks, P.E., Brooks Engineering Associates, PA,
17 Arlington Street, Asheville, NC 28801.
N. C. Division of Water Quality / NPDES Unit' Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state.nc.us DENR Customer Service Center: 1 800 623-7748

Permit NCO088765
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT 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,
Wayne Smith
is hereby authorized to discharge wastewater from a facility located at the
Tinselto n RV Park
80 1 on Road
Sylva
Jackson County
to receiving waters designated as Tuckasegee River in Little Tennessee River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective February 1, 2009.
This permit and authorization to discharge shall expire at midnight on. November 30, 2012.
Signed this day January 8, 2009.
Z�7� KZ
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

:- Permit NCO088765
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked. As of this permit issuance, any previously issued permit bearing this
number is no longer effective. Therefore, the exclusive authority to operate and discharge
from this facility arises under the permit conditions, requirements, terms, and provisions
included herein.
i
Wayne Smith is hereby authorized to:
1. After receiving an Authorization to Construct permit from the Division,
construct wastewater treatment facilities not to exceed .0.0042 MGD design
flow.
2. After submitting an Engineer's Certification, operate 0.0042 MGD package
plant located on Wilmont Rd. at T'nseltown RV Park in Jackson County
and discharge from said treatment7rks at the location specified on the
attached map into Tuckasegee River, a class B water in the Little
Tennessee River Basin.

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Latitude:35°24'12" Tinseltown RV Park
Longitude: 83°19'.7"
Receiving Stream: Tuckasegee River WW TP
Stream Class: B N CO08876 5
Subbasin: 040402
,Jackson County.

Permit NCO088765
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon completion of the construction of WWTP and lasting.
until expiration, the Permittee is authorized to discharge from outfall 001. Such.
discharges shall be limited and monitored by the Permittee as specified below:
:PARAMETER,
LIMITS
MONITORING REQUIREMENTS j
Y
N F
" 12
Monthly Average .
,DaiMaximum
ly
Measurement
Sample Type
,;Sample Location: ,
..:..
Fie' uenc
r_
Flow
0.0042 MGD
Weekly
Instantaneous
Influent -or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Fecal Coliform
200/100 mL
400/100 mL
Weekly
Grab
Effluent
(geometric mean
Total Residual Chlorine
28 pg/L
2/Week
Grab
Effluent
TRC l
Temperature ()C)
Weekly
Grab
Effluent
pH
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Footnotes:
1. Limit and monitoring applies only if chlorine is added for disinfection. The Permittee
shall report all effluent TRC values reported by a NC -certified laboratory [including
field -certified]. Effluent values below 50 µg/L will be treated as zero for compliance
purposes.
There_ shall be no discharge of floating solids or visible foam in other than trace
amounts

"DES Permit Standard Conditions
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
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.
Calendar Dav
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.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a seizes 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
(3) Variable time/constant volume: 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 preset gallon interval between'sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
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➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems !whose detention time exceeds 24 hours shall collect
effluent grab samples at least every X hours [X days detention time] over a 24-hour period. Effluent
samples shall be collected at least every six hours) there must be a minimum of four samples during a 24-
hour sampling period.
Continuous flow measurement
Flow monitoring that occurs 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.
i
Daily Discharge
The discharge of a pollutant measured during a calendar
calendar day for purposes of sampling. For pollutants me:
the total mass of the pollutant discharged over the day.
concentration for a 24-hour sampling period as either a co
grab samples collected during that period. (40 CFR 122.2)
or any 24-hour period that reasonably represents the
3 in units of mass, the "daily discharge" is calculated as
"daily discharge" concentration comprises the mean
>ite sample concentration or the arithmetic mean of all
Daily Maximum
The highest "daily discharge" for conventional and other non -toxicant parameters. NOTE: Permittees may not
submit a "daily average" calculation [for determining compliance with permit limits] for toxicants. See the relevant
Federal effluent guideline[s] for the appropriate calculation interval.
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Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility,, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detention level]") shall be considered = 1.
Grab Sample !
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative' of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
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Instantaneous flow measurement '
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe properjy damage
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 excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation. . -
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges' of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
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 [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established undeY 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 section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
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section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
d. Any person who knoavin,gly violates such sections, qr such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, Ior imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for alknowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302? 3035 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,
and who knows at that time that he thereby places lanother person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(hi) of the CWA, shall, upon conviction
of violating the imminent danger provision; be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 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. [North
Carolina General Statutes § 143-215.6A] :
I
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this 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 too 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. [40 CFR
122.41 (a) (3)]
2. Duty to Mitigate i
The Permittee shall take all reasonable steps to minimiIze or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) 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 �e 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.
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5. Property Rights .
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, not does it authorize any injury to priyate property or any invasion of personal rights, not
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
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. 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 [NCGS 150B-23].
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 requited by this permit [40, CFR 122.41 (h)].
9. Duty .to ReWplyly
If the Permittee wishes to continue an activity regulated by this peanut after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
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. Si�atoLT Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
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, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to .assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where 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 [40 CFR 122.22].
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b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. aboveor 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 equiva ent responsibility, or an individual or position having
overall responsibility for environmental matters �or 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 [40 CFR 122.22]
C.
a"
Changes to authorization: If an authorization
because a different individual or position has .
authorization satisfying the requirements of paj
prior to or together with any reports, infc
representative [40 CFR 122.22]
Certification. Any person signing a document u:
following certification [40 CFR 122.22]:
"I certify, under penalty of law, that this document
supervision in accordance with a system designed to
the information submitted. Based on my inquiry of the
directly responsible for gathering the information, the
belief, true, accurate, and complete. 1 am aware that 1
including the possibility of fines and imprisonment for k
12. Permit Actions .
This permit may be modified, revoked and reissued, c
Permittee for a permit modification, revocation and j
changes or anticipated noncompliance does not stay any
13.
14.
The issuance of this permit does not prohibit the pert
permit, revoking and reissuing the permit, or terminatinj
contained in Title 40, Code of Federal Regulations,
Administrative Code, Subchapter 2H .0100; and North C
paragraph (b) of this section is no longer accurate
.bility for the overall operation of the facility, a new
(b) of this section must be submitted to the Director
�, or applications to be signed by an authorized
paragraphs a. or b. of this section shall make the
all attachments were prepared under my direction or
e that qualified personnel properly gather and evaluate
in or persons who manage the system, or those persons
mation submitted is, to the best of my knowledge and
are significant penalties for submitting false information,
is violations."
terminated for cause. The filing of a request by the
,suance, or termination, or a notification of planned
condition [40 CFR 122.41 (fl].
ut issuing authority from reopening and modifying the
the permit as allowed by the laws, rules, and regulations
Parts 122 and 123; Title 15A of the North Carolina
rolina General Statute 143-215.1 et. al.
The Permittee must pay the annual administering and compliance monitoring fee within 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) (2)
may cause this Division to initiate action to revoke the permit.
1. Certified Operator
Upon classification of the permitted facility by the C rtification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a gradelequal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.02011.
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The ORC of each Class I facility must:
➢ Visit the facility at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is'classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. 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 Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
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 [40 CFR 122.41
(c)]-
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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 b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(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 effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility 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 b. of this section.
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(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section. j
5. U sets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: Ani upset constitutes an affirmative defense to an action
brought for noncompliance with such technology biased permit effluent limitations if the requirements of
paragraph b. 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.
b. 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 ide tify 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 relquired in Part II. E. 6. (b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement prgceeding.
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 503. The
Permittee shall comply with applicable 40 CFR 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.
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7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 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 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 Au ority [40 CFR 122.41
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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 (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month 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:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
.Raleigh, North Carolina 27699-1617
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 is 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. Flow -measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow 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 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 [40 CFR 122.41].
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 [40 CFR 122.41].
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
➢ all original strip chart recordings for continuous monitoring instrumentation
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➢ copies of all reports required by this permit j
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained 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 [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shallrecord
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or mesurements;
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 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 [40 CFR 122.41 (i)].
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 frequent y 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 [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
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 subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 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 alteration, 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.
I
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
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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 permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessaryunder the Clean Water Act [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be'reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) 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 this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public 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 no 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 [40 CFR 122.41 (1) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or (9,19) 733-3300.
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 [40 CFR 122.41 (1) (7)].
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 [40 CFR 122.41 (1) (8)].
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.
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Persons reporting such occurrences by telephone shalli also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability f 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 to ms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data s�i all 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 $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or teat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collecction or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PARTI III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, not add to the plant's treatment
capacity, not change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section 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 (40 CFR 122.42):
a. That any activity has occurred or will occur which avould 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 µg/L);
(2)" Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter
(1 mg/L) for antimony;
(3) Five 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";
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(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall 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 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring.this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Publicly Owned Treatment Works (,POTWs�
All POTWs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but. not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
'rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division, upon request of the POTW,,approves alternate temperature limits;
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f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through; i
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health land safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
I
3. With regard to the effluent requirements listed, in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
i
4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, l the Permittee shall either develop and submit to the
Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b)'.
I.
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a Compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) !of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit.
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, !procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO).
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survey (1WS)
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part II, Section D, and Section E.5.).
4. Headworks Analysis HWA) and Local Limits
The Permittee shall obtain Division approval of la Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Permittee shall submit to the Division a written technical evaluation
of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) [40
CFR 122.44]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H .0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
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Industrial User Pretreatment Permits (!UP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
6. Authorization to Construct (AtC)
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit (IUP) limitations.
POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division --approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and '15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment
Annual Report (PAR) describing its pretreatment activities over the previous twelve months to the
Division at the following address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
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These reports shall be submitted according to a schedule established by the Director and shall contain the
following:
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non -Compliance (SNC);
b.) Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report SNCW
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by the Division;
d.) Industrial Data Summary Forms 0D5B
Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information i
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non -Compliance (SNC) as defined in the Perr4ittee's Division -approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This hs`
shall be published within four months of the applicable twelve-month period.
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its
approved pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A NCAC 2H .0907.
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I OKS
ENGINEERING ASSOCIATES
June 29, 2010
Construction Grants & Loans
DENR/DWQ
1633 Mail Service Center
Raleigh, NC 27699-1633
Attention:
Planning & Project Management / Civil Engineering / Surveying
Soil Science Services / Environmental Engineering & Services
11 Arlington Street / Asheville NC 28801 / www.brooksea.com / 0-232-4700
Regarding: Final Engineer's Certification
Tinseltown RV Park
A to C No. 088765A01
NPDES Permit No. NC0088765
BEA Project No. 313408
Dear Sir/Madam:
RECEIVED
8 -
ki. a 2010
Iounw, r'
Attached is the. engineer's certification for the above referenced project. The Engineer's
Certification From is attached.
Please call with any questions or comments.
Sincerely,
Brooks Engineering Associates, P.A.
Mark C. Brooks, P.E.
Senior Engineer
Attachments:. Engineer's Certification Form
CC: 'Wayne Smith

Mr. Wayne Smith
A To C No. 088765A01
December 8, 2009
Engineer's
I, / /ffiG,e C", h1LD0& -L>
the State of North Carolina, having been autho
the construction of the modifications and impr
located on 80 Wilmot Road, Sylva in Jackson 1
the best of 'my abilities, due care and diligence
construction:
Installation of an E-Z Treat Fixed -Media F
of: three (3) 3,000 gallon septic tanks, two
with 50 GPM dosing duplex pumps, six (6
EZ Treat Filter Media pods, and a UV disi
project plans, specifications, and other sup
approved by the Department of Environmt
I certify that the construction of the above
within substantial compliance and intent of the ap
Signature
Date V 22
L.0/
Send to: Construction Grants & Lc
DENR/DWQ
1633 Mail Service Center
Raleigh, NC 27699-1633
0, N SECTION
as a duly registered Professional Engineer in
to observe (periodically/weekly/full time)
cents to the Tinseltown RV Park WWTP,
sty for Mr. Wayne Smith, hereby state that, to
used in the observation of the following
;circulation.Filter System consisting
2) 3,000 gallon recirculation tanks
(approximately 1,450 gallons each)
Fection system, in conformity with the
Drting data subsequently filed and
.t and Natural Resources.
ced project was observed to be built
plans and specifications.
No. 02Z3 9
i

1
-f3R
ENGINEERING ASSOCIATES
October 20, 2009
North Carolina DENR
Division of Water Quality
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, NC 27699-1633
Attention: Mr. Steve Tsadwa
Review Engineer
Planning & Project Management / Civil Engineering / Surveying
Soil Science Services / Environmental Engineering & Services
17 Arlington Street / Asheville NC 28801 / wrww.brooksea.com / 828-2324700
RECEIVED
(KV 9 2009
Si *r�>'7 �:�AltdTS �I
I�
Regarding: Request for Authorization to Construct for NPDES NCO088765
Tinseltown RV Park
Request for Additional Information
BEA Project No. 313408
A to C No. 088765A01
Dear Mr. Tsadwa:
Brooks Engineering Associates appreciates the Construction Grants & Loans Section's Review
of the Tinseltown RV Park wastewater treatment and NPDES permit application. This letter and
accompanying enclosures are to address the comments in your October 9th, 2009 email review
letter.
The following responses correspond to items in the review letter dated October 9, 2009. Each
comment is shown in bold italics with our response shown in unaltered type.
L Provide three (3) sets of final drawings and specifications labeled "Final Plans: Not
Released for Construction "for approval.
Three copies of the revised engineering plans and three copies of the specifications are enclosed
with this submittal. All copies are labeled "Final Plans: Not Released for Construction".
2. Please note that the Tuckaseigee River is habitat for a federally listed endangered
species (Appalachian Elktoe Mussel).
This note has been added to Sheet NU-1.
3. The UVsystem should have the ability to notify the ORC of the lamp/unitfailures.
Spare lamps and a module should be kept on site in accordance with the Division of
Water Quality's Ultraviolet Disinfection Systems Reliability Guidelines.
The UV system does have the ability to notify the ORC in the case that the lamp/unit fails. This
will be accomplished through the RMSYS auto -dialer. This has been noted on Sheet NU-3 and

NU-5. Notes have also been added to NU-3 and NU-5 that spare lamps and a module should be
kept on site in accordance with the Division of Water Quality's Ultraviolet Disinfection Systems
Reliability Guidelines.
4.. Will the proposed project comply with
Demonstration Wastewater System Al
NCDENR Division of Environmental
criteria discussed in the Controlled
issued to E-Z Treat Treatment Systems by
, On Site Water Protection Section?
The Controlled Demonstration Approval mentioned above is intended for use with a design flow
of less than 3,000 gallons per day so it is not directly applicable with this system since this
system is designed for 4,200 gallons per day. However, yes this system generally complies with
the Controlled Demonstration Approval mentioned! above. This system design has also been
approved by the manufacturer. j
Review of Plans
1. Somewhere in the plans indicate that the
name will be posted on the control panel.
This note has been added to Sheet NU-3-.
2. SheetNU--2: Please verb if the "Base
elevation.
elevation.
Note that the top of all struc
The engineer has confirmed that the Base Flooc
elevation. This note has been added to Sheet T
3. SheetNU-2: Show the normal stream
The normal stream elevation has been added to
4. Sheet NU-5: Provide plan view of the
emergency contact number and
d Elevation" is the same as 100 year flood
must be two feet above the 100 year flood
is the same as the 100 year flood
on Sheet NU-2.
Cream and outfall.
The detail has been modified to also show the plan view of the receiving stream and outfall.
5. Sheet NU-5: Post Aeration Apparatus detail. Recommend adding geo-textile riprap.
A note has been added to the Pos-Aeration Apparatus detail to require geo-textile filter fabric
under the riprap. i

Again, we appreciate your review of this material. If there are any remaining questions or issues
that can be resolved with an explanation, please feel free to contact me at [phone].
Sincerely,
Brooks Engineering Associates, PA
Mark C. Brooks, P.E.
Senior Environmental Engineer
Enclosures: Revised Engineering Plans (3 sets)
Specifications & Calculations (3 sets)

r
A-- L
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr. Wayne Smith
Tinseltown RV Park
51 Bridge Street #B
Sylva, North Carolina 28779
Dear Mr. Smith:
Coleen H. Sullins
Director
December 17, 2009
Dee Freeman
Secretary
SUBJECT: Tinseltown RV Park WWTP
A to C No. 088765A01
Transmittal of Approved Plans and Specifications
A to C No. 088765A01
Enclosed is a copy of the plans and specifications, which were approved on December 8,
2009. The subject documents have been stamped "approved" for your records. A copy is also
being forwarded to the Asheville Regional Office. The Pennuttee should retain these documents
for the life of the facility,
Should you have questions regarding this matter, call me at [phone].
Sincerely,
Seth Robertson, P.E.; Supervisor
Design Management Unit
st: sr
Enclosures
cc: Mark C. Brooks, P.E. — Brooks Engineering Associates, P.A., 17 Arlington St.,
Asheville, NC 28801
DWQ Asheville Regional Office
S;Steve=Tsadwa
ATC File
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 NOTt�1C�TOl1Tla
Phone: [phone] FAX: [phone] Customer Service:1-877-623.6748
Internet: www.ncwaterquality.org Aah(rallb(
An Equal Opportunity 1 Affirmative Action Employer

E�
�.�. r {
NCDENR`
DEC 1 1 2009
North Carolina Department of Environment andjKla iLr kesources I
Division of Water Quality s:r
Beverly Eaves Perdue Coleen H, Sullins r:
h VVATFFi llAL1T) S- TION
Governor Director. Secretary
December 8, 2009
Mr. Wayne Smith
Tinseltown RV Park .
51 Bridge Street #B
Sylva, North Carolina 28779
SUBJECT: .Authorization to Construct
A to C No. 088765A01
Wayne Smith
Tinseltown RV Park WWTP
Jackson County
Dear Mr. Smith:
A letter of request for an Authorization to Construct was received August 3, 2009, by the
Division of Water Quality (Division), and final plans and specifications for the subject project
have been reviewed and found to be satisfactory. Authorization is hereby granted for the
construction of a 0.0042 MGD Wastewater Treatment Plant serving 42 RVs, with discharge of
treated wastewater into the Tuckasegee River in the Little Tennessee River Basin.
This authorization results in no increase in design or permitted capacity and is awarded
for the construction of the following specific modifications:
Installation of an E-Z Treat Fixed -Media Recirculation Filter System consisting
of: three (3) 3,000 gallon septic tanks, two (2) 3,000 gallon recirculation tanks
with 50 GPM dosing duplex pumps, six=(6) (approximately--1;450 gallons each)
EZ Treat Filter Media pods, and a UV disinfection system, in conformity with the
project plans, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources.
This Authorization to Construct is issued in accordance with Part III,. Paragraph A of
NPDES Permit No. NCO088765 issued January 8, 2008, and shall be subject to revocation unless
the wastewater treatment facilities are constructed in accordance with the conditions and
limitations specified in Permit No. NC0088765.
The sludge generated from these treatment facilities must be disposed of in accordance
with G.S. 143-215.1 and in a manner approved by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org N
R'hmall1%An Equal Opportunity 1 Affirmative Action Employer �/

Mr. Wayne Smith
December 8, 2009-
Page 2
In the event that the facilities fail to I
nuisance conditions, the Permittee shall take
be required by the Division, such as the cons
treatment or disposal facilities.
satisfactorily, including the creation of
iate corrective action, including those as may
i of additional or replacement wastewater
The Asheville Regional Office, telephone number [phone], shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so that an on site
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office,hours from a.m. until 5:00 p.m. on Monday_ through Friday _excluding_State-.__
-- -- - - Holidays. - _ —
Upon completion of construction and prior
certification must be received from a professional
has been installed in accordance with the NPDES ]
approved plans and specifications. Mail the Certif
DWQ/DENR, 1633 Mail Service Center, Raleigh,
operation of this permitted facility, a
;ineer certifying that the permitted facility
mit, this Authorization to Construct and the
tion to: Construction Grants & Loans,
27699-1633.
Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the
wastewater treatment facilities. The operator must hold a certificate of the type and grade at
least 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
grade to comply with the conditions of T15A:8G.0202. The ORC of the facility must visit each
Class I facility at least weekly and each Class II, III land IV facility at least daily, excluding
weekends and holidays, must properly manage the facility, must document daily operation and
maintenance of the facility, and must comply with all other conditions of T15A:8G.0202.
A. copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the facility.
During the construction of the proposed additions/modifications, the permittee shall
continue to properly maintain and operate the existing wastewater treatment facilities at all times,
and in such a manner, as necessary to comply with the effluent limits specified in the NPDES
Permit.
You are reminded that it is mandatory for the project to be constructed in accordance
with the North Carolina Sedimentation Pollution CoIptrol Act, and when applicable, the North
Carolina Dam Safety Act. In addition, the specifications must clearly state what the contractor's -
responsibilities shall be in complying with these Acts.

Mr. Wayne Smith
December 8, 2009
Page 3
Prior to entering into any contract(s) for construction, the recipient must have obtained all
applicable permits from the State. .
Failure to abide by the requirements contained in this Authorization to Construct may
subject the Permittee to an enforcement action by the Division in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
One (1) set of approved plans and specifications is being forwarded to you. If you have
any questions or need additional information, please contact Seth Robertson, P.E. at telephone
number [phone].
Sincerely,
rColeen H. Sullins
st: sr
cc: Mark C. Brooks, P.E. — Brooks Engineering Associates, P.A., 17 Arlington St.,
Asheville, NC 28801
Jackson County Health Department
Technical Assistance and Certification Unit
Point -Source Branch, NPDES Program
Steve Tsadwa, E.I.
ATC File

Mr. Wayne Smith
A To C No. 088765A01
December 8, 2009
Engineer's Certification
as a duly registered Professional Engineer in
the State of North Carolina, having been authorized !to observe (periodically/weekly/full time)
the construction of the modifications and improvements to the Tinseltown RV Park WWTP,
located on 80 Wilmot Road, Sylva in Jackson County for Mr. Wayne Smith, hereby state that, to
the best of my abilities, due care and diligence was used in the observation of the following
construction: d-
Installation of an E-Z Treat Fixed -Media Ri
of: three (3) 3,000 gallon septic tanks, two I
with 50 GPM dosing duplex pumps, six (6)
EZ Treat Filter Media pods, and a UV disin
project plans, specifications, and other supr
approved by the Department of Environmei
I certify that the construction of the above
within substantial compliance and intent of the ap
Signature
Date
Send to: Construction Grants & Loans
DENRIDWQ
1633 Mail Service Center
Raleigh, NC 27699-1633
irculation Filter System consisting
) 3,000 gallon recirculation tanks
approximately 1,450 gallons each)
ction system, in conformity with the
,ting data subsequently filed and
and Natural Resources.
ced project was observed to be built
plans and specifications.
No.

Tsadwa, Steve
From:
Sent:
To:
Cc:
Subject:
October 9; 2009
Tsadwa, Steve
Friday, October 09, 2009 3:38 PM
mbrooks @ brooksea.com
[e-mail]
Tinslettown RV Park
Mr. Wayne Smith
Tinseltown RV Park
51 Bridge Street #B
Sylvia, North Carolina 28779
SUBJECT: Request for Additional Information
Wayne Smith
Tinseltown RV Park
A to C No. 088765A01
Dear Mr. Smith:
A review -of the plans and specifications in support of the request for Authorization to'
Construct has been completed by the Construction Grants and Loans Section (CG&L). .The'
comments resulting from this review are being transmitted directly to your engineer for
clarification and resolution; a copy is attached for your reference. Our goal is to issue
the Authorization to Construct as soon as possible. If a complete response is not received
within.30 days, the application and supporting information will be returned.
Upon receipt of satisfactory responses from your..engineer to our comments, the review of the
plan documents will be completed. If you have any questions concerning this matter, please
do not hesitate to contact me at [phone].
Sincerely,
Steve Tsadwa, Review Engineer
Construction Grants and Loans Section
Design Management Unit
Division of Water Quality
[phone]
Fax [phone]
'Steve.tsadwaOancdenr.aov
General Comments
1. Provide three (3) sets of final drawings and specifications labeled "Final Plans: Not
Released for`Construction" for approval.
2. Please note that the Tuckaseigee River is habitat for a federally listed endangered
species (Appalachian Elktoe Mussel).
1

3. The UV system should have the ability to
lamps and a module should be kept on site in
Ultraviolet Disinfection Systems Reliability
fy the ORC of lamp/unit failures. Spare
rdance with the Division of Water Quality's
elines.
4. Will the proposed project comply with designcriteria discussed in the Controlled
Demonstration Wastewater'System Approval issued to E-Z Treat Treatment Systems by NCDENR
Division of Environmental Health,'On-Site Water protection Section? Here is the link.of the
approval:
t,44._. .1 /._n_.. _. .I-L. --- -t-1- -- ._- /__. _ - -__ - I__-_ _w I--__- _ ♦ I— - -.
Review of Plans
1. Somewhere in the plans indicate that the 24-hour emergency contact number and name will
be posted on the control panel.
2. Sheet NU-2: Please verify if the "Base F1
elevation. Note that the top of all structures
elevation.
3. Sheet NU-2: Show the normal stream elevation
4. Sheet NU-5: Provide plan view of the receiv
5. Sheet NU-5: Post -Aeration Apparatus detail:
Elevation" is the same as 100 year flood
t be two feet above the 100-year flood
stream and outfall.
Recommend adding geo-textile riprap.
21

Davis, Roy
From: Davis, Roy
Sent: Wednesday, August 12, 2009 9:18 AM
To: Tsadwa, Steve
Cc: Frazier, Wanda; Davis, Roy
Subject: Tinseltown RV Park
Good morning Steve. This is more of a FYI rather than a suggestion for inclusion in the requested Authorization to
Construct. The Tuckaseigee River is habitat for a federally listed endangered species (Appalachian Elktoe mussel).
Choosing UV disinfection is a move in the right direction. On second thought, possibly you should remind the permit
holder of the presence of the Appalachian Elktoe. Have a good day. Roy Davis
Roy Davis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.

i
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 7, 2009
MEMORANDUM
TO: Roger Edwards, Regional Water Quality Sup(
Asheville Regional Office, Division of Water
FROM:`:::#�teve Tsadwa, E.I., Project Review Engineer
Design Management Unit
SUBJECT: Request for an Authorization to Construct
Tinseltown RV Park
NPDES Permit No. NCO088765
iso
tial
AUG 1 0 2009
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Plans, specifications and supporting documents have been received for the subject
project. It is requested that comments and recommendations, including the items listed below, be
received by September 7, 2009 from the Regional Office Staff:
CAMA
Compliance With NC Well Construction Standards
Groundwater Comments
_X _Recommendations for inclusion in the Authorization to Construct
Recommendations for inclusion in the Non Discharge Permit
Schedule for Issuance of the NPDES Permit
SOC, or Other Schedules Which Must be Met
Standby Power Needs
Status of Stormwater Permit
Plan documents are submitted as follows for your reference, review,. and comments on the above items:
_X _Plans and Specifications
Subsurface/Soils Report
Power Outage Information
Other
If you have any questions, please contact me at [phone].
Attachment
swc
cc: Steve Tsadwa, E.I.
Steve Coffey, P.E.
ATC File 088765A01
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 NorthCarolina
Phone:: www.ncwat0 \ FAX: org 715 62291 Customer Service: l 877 623 6748 �atura!!�
Internet: www.ncwaterqualiiy.org
An Equal Opportunity 1 Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director :.,.,, . Secretary
August 7, 2009 D i�
Mr. Wayne Smith AUG 1 0 2009
Tinseltown RV Park
51 Bridge Street #B
Sylva, North Carolina 28779 WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
SUBJECT: Acknowledgement of'Requesvfor an
Authorization to Construct--
Tinseltown RV Park WWTP
WWTP Improvements
NPDES Permit No. NC088765
Dear Mr.Smith:
The Construction Grants and Loans Section received your request for an Authorization to
Construct and the supporting documentation on August 3, 2009. We will notify you and your
engineer upon completion of our review. Your project has been assigned to Steve Tsadwa, E.I.
He can be reached at [phone].
If you have any questions concerning this matter, please contact me at [phone].
Sincerely,
eth Robertson, P.E., Sup 'sor
Construction Grants and Loans Section
Design Management Unit
swc/dr
cc: Mark C. Brooks, P.E. — Brooks Engineering Associates, P.A., 17 Arlington St.,
Asheville, NC 28801
Ashevil le-Region-QfRc-ems
WQ Central Files
Steve Tsadwa, E.I.
Steve Coffey, P.E.
ATC File 088765AOI
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 NorthCarolina
Phone: ; wwwi cwate \ FAX: [phone] Customer Service: l 877 623 6748 Natut
����
Internet: w+n�v,ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

Brooks Engineering Associates
Land Planning Civil Engineering Surveying Environm?oral Services Soil Science Services
Letter of Transmittal
To:
From:
Date:
North Carolina DENR
Matthew Rice, EI
7/29/09
Division of Water Quality
cc: (need telephone no. if Fedex, no P.O. Box)
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, NC 27699-1633
Wayne Smith
(need telephone no. if Fedex, no P.O. Box)
51-Bridge- Street#B
Sylvia, NC 28779-
Project Name:
Tinseltown RV Park
82�82 69- 53 s '
D
REIVED
,
u .
AUG 2009
`AUG 2009
Project No:
313408
IAIATFR 01 IAl ITY SFr,
® Mail ❑ Deliver
ASHEVILLE REGIONAL OFFICE
❑ Overnight* ❑ Other
*must' 'k street address & include phone. number. - -
ia.VNJ ;J6V I IVIT
Document Description:
Date:
Use:
ATC Submittal Package 2 copies)
7/29/09
Review
Comments:
Please call with questions.
17 Arlington Street, Asheville, NC 28801 • Phone [phone] Fax [phone]
i

North Carolina Division Of Water Quality
Construction Grants &Loans Section ' T-CEIVEDE
Authorization To Construct (ATC) Application FoICn AUG 3 2009
(To Be Used On and After August 1, 2007) I"='
M1:
Date: 7/29/2009
Permittee/Owner Name: Wayne Smith Professional Engine of-R r_ . Ma rk-G:--Bfeoks
iik
ert- Fss date
Contact Person: Wayne Smith Engineering Firm: Brf,2
Address: 51 Bridge Street #B Address: 17 Arlin toet
SVIVa, NC 28779 Asheville N 801 AUG 1 0 2009 t
Telephone Number: (828) 269-StOX- 73 Telephone Number: 828) 32-4ZQ0
' 1 Go nt n i v o r• i
ASHEVILLE REGIONAL OFFICE
Please Note: The following items and information must be
Information Is
s
submitted to be considered a complete application
Provided:- .-,
Remarks/Explanation
package. If any applicable item is missing the package will
be returned as incomplete.
1
Letter of request for ATC from Permittee/Owner or
®
See Cover Letter
authorized agent with written authorization.
2
Brief description of the proposed project.
®
See Cover Letter and Specifications
3
Complete copy of the NPDES permit or public notice of
®
See Attachment A of Cover Letter
a draft NPDES permit.
4
Design capacity in Million Gallons per Day (MGD).
®
0.0042 MGD
If new or expanding design capacity is greater than or
5
equal to 0.5 MGD, include a copy of Finding Of No
❑
Not Applicable
Significant Impact (FNSI).
Two sets of plans: signed, sealed, and dated by a NC
6
Professional Engineer and stamped "Final Drawing -
®
Enclosed
Not Released For Construction".
7
Two sets of technical specifications: signed, sealed,
®
Enclosed
and dated by a NC Professional Engineer.
Two sets each of process, design, buoyancy, and
8
hydraulic profile calculations: signed, sealed, and dated
®
Enclosed
by a NC Professional Engineer.
9
Hydraulic profile and a flow schematic with sizes of
®
See Attachment B of Cover Letter
major components on 8'/2" X 11" paper.
Documentation that a Soil & Erosion Control permit
10
application has been submitted to the Division of Land
®
See Attachment C of Cover Letter
Resources.
Residuals Management Plan for all new or expanding
11
facilities producing residuals, or when modifying
®
See O&M Plan
residual facilities.
12
Construction Sequence Plan for all modifications.
❑
Not Applicable
13
110 volt GFCI receptacle and potable water source
®
See Sheet NU-3 of plans
included on plans.

r_�
Please Note: The following items and information must be
Information Is
submitted to be considered a complete application
Provided
Remarks/Explanation
package. If any applicable item is missing the package will
21
be returned as incomplete.
14
Hydrogeologic information must be provided if a
❑
Not Applicable
potential for groundwater contravention exists.
15
For abandonment of WWTPs: a statement that the
❑
Not Applicable
facility will be properly disconnected.
16
All property lines, construction easements, permanent
®
See Sheet NU-1
easements, and ROW shown.
17
All wells within 200 feet of project shown.
®
See Sheet NU-1
18
All houses and places of public assembly within 100
®
See Sheet NU-1
feet shown.
Wetlands, watercourses, and drainage features within
19
50 feet of all wastewater treatment or storage facilities
®
See Sheet NU-1
shown.
20
Identify on the plans each water body's watershed
®
See Sheet NU-1
classification.
21
Plan sheets for all applicable disciplines.
®
See Plans
22
Reliability per NCAC 2T .0505 (1).
®
See Sheet NU-3 and Specifications
23
Identify 100 year flood elevation on plans.
®
See Sheets NU-1 and NU-3
24
North arrow on each plan sheet.
®
See Plans
25
Horizontal and vertical control.
®
See Plans
26
Subsurface investigation for new structures.
❑
Not Applicable
Municipal/Public Facilities, also include the following:
Engineer's Certification signed, sealed, and dated by
27
the Engineer Of Record stating that the project
❑
Not Applicable
complies with G.S. 133-3.
28
Minority Business Forms for Local Government
ElNot
Applicable
Projects.
29
Minority Business Guide.
❑
Not Applicable
30
Dispute Resolution with mediation for Local
❑
Not Applicable
Governments.
31
Contract Duration included.
❑
Not Applicable
Projects funded through CG&L must include the
32
Submittal Checklist, found under Plans &
❑
Not Applicable
Specificiations at:
http://www.n cqlnet/Engineering/plans html

Brooks Engineering Associates
Land Planning Civil Engineering Surveying Environmental Services Soil Science Services
July 15, 2009
North Carolina DENR
Division of Water Quality
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, NC 27699-1633
Attention: Daniel M. Blaisdell, P.E., Assistant Chief, Engineering Branch, CG&L Section
Regarding: Request for Authorization to Construct for NPDES NCO088765
Tinseltown RV Park
Cover Letter
BEA Project No. 313408
Dear Mr. Blaisdell:
Brooks Engineering Associates appreciates the Construction Grants & Loans Section's Review
of the Tinseltown RV Park wastewater treatment and NPDES permit application. This letter is
provided to accompany the Authorization to Construct Application Form.
The proposed project involves 42 RV Rental spaces. The design flow for the project has been
calculated to be 4,200 gallons per day based on 100 gpd per rental space. A collection system
will be designed and permitted by others. The biological treatment system is an E-Z Treat fixed -
media recirculating filter system. The system is followed by U.V. Disinfection, a V-notch weir
for instantaneous flow measurement, and aeration steps. Disinfected effluent will pass through a
flow measuring weir box and a post aeration apparatus before final discharge to the Tuckasegee
River.
The following items correspond to items identified on the application form checklist. The
supporting information is provided as indicated.
1. Letter of Request for ATC: This letter is requesting Authorization to Construct for the
above referenced NPDES permit.
2. Project Description. See above for a brief project description.
3. NPDES Permit. A copy of the NPDES permit is provided as Attachment A.
4. Design Capacity. This system has a design capacity of 4,200 GPD (0.0042 MGD).
5. Finding of No Significant Impact (FNSI). No FNSI is included because the design
capacity is less than 0.5 MGD and privately funded.
6. Engineering Plans. Two sets are enclosed.
7. Engineer's Specifications. Two sets are enclosed.
8. Engineer's Calculations. Two sets are enclosed.
17 Arlington St. Asheville, NC 28801 www.brooksea.com ph.828.232.4700 fx.828.232.1331

9. Hydraulic Profile. Sheet NU-2 of the Engineering plans is also provided at a reduced
scale 8.5 x 11 size as Attachment B of this letter.
10. Soil Erosion Control Permit. An Erosion Control Permit was issued for this project by
the Jackson County Planning Department in 2006. A copy is provided in Attachment C.
11. Residuals Management Plan. A residuals management plan is included in the enclosed
Operation & Maintenance Manual.
12. Construction Sequence Plan. No construction sequence plan is included since this is a
new construction and all components are to be installed at one time.
13. 110 volt GFCI receptacle and potable water. A 110 volt GFCI receptacle and potable
water source are included on the plans on Sheet NU-3.
14. Hydrogeologic Information. No potential for groundwater contravention exists so no
hydrogeologic information is provided.
15. Abandonment of WWTP. No existing components will be abandoned.
16. Property Lines, Construction easements, permanent easements, and ROW. All of
these can be seen on Sheet NU-1.
17. All wells within 200 ft can be seen on Sheet NU-1.
18. All houses and places of public assembly within 100 ft can be seen on Sheet NU-1.
19. All wetlands and water features within 50 ft of all wastewater treatment or storage
facilities are shown on Sheet NU-1.
20. The watershed classifications of each water body are shown on Sheet NU-1.
21. Plan Sheets for all applicable disciplines. Plan Sheets for all applicable disciplines are
included.
22. Reliability per NCAC 2T .0505(1). A back up generator to power the recirculation
pumps and U.V. disinfection system has been specified.
23. 100 year Flood Elevation shown. The 100 year flood elevations are shown on the plans.
All WWTF components are protected from the 100 year flood elevations.
24. North Arrow. The north arrow appears on all plan sheets.
25. Horizontal and Vertical Control. Per the survey provided by Davenport & Associates
horizontal and vertical control is based on NGVD 88.
26. Subsurface Investigation for new structures. No subsurface investigation is required
for this project because the WWTF site is on fill dirt and is above the naturally existing
grade.
Again, we appreciate your timely review of this material. If there are any questions or issues that
can be resolved with an explanation, please feel free to contact me at [phone].
Sincerely,
Brooks Engineering Associates, PA
MCoks, . .
Attachments: A — Copy of NPDES Permit
B — Hydraulic Profile and Flow Schematic
C — Erosion Control Permit

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Permitmust be pooled on job 1ik thmaghout tomburlion.

29 09 12:59p Wayne Smith 828-5MO724
TI NSELTOWN RV PARK
51-B BRIDGE STREET
SYLVA, NORTH CAROLINA 28779
[phone]
FAX TRANSMITTAL (232-1331)
1, Wayne Smith, President and Owner of Tinseltown RV Perk hereby
requests permission to begin construction on the sewer treatment system.
Sincerely,
Wayne Smith

a
E3FILE COPY
STAFF REPORT
TO: Sergei Chernikov
FROM:, Roy Davis 9��
DATE: September 4, ;2008
SUBJECT: NPDES Permit Application
Tinseltown RV Park
Wastewater Treatment Plant�G6�� e�da �iDns
Jackson County
On May 27, 2008 1 looked at the piece of property in Jackson County proposed
for development as the Tin'seltown RV Park. The proposed. receiving stream is
the Tuckaseigee River. I know of no reason we should not issue the requested
permit. Neither am I aware of any special conditions that should be made a part
of any permit we issue.
I will call your attention to the presence of the elk toe mussel, a federally listed
endangered species, in the Tuckaseigee River below the project site. Also be
aware that segments of the Tuckaseigee River in the project- area appear on the
Draft 2008 303(d) list for fecal coliform impairment.
l
G:\WPDATA\DEMWQ\Jackson\Tinseltown RV Park Staff Report.08.doc

WAYNE SMITH
51. BRIDGE STREET
#B
SYLVA NC 28779
Dear Mr. Smith:
Michael F. Easley, Governor
William G. Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
Y rColeco F1 Sullins, Director
Division of Water Quality
^" 1
August 26, 2008 Fnl
''AUG 2,8 ZG''vJ I
i
i WATER QUALITY SEC 0,11
�tEVILLE RE.^_,IOh:
'.^iCatY+sH..
Subject NPDES Permit application NCO088765
Tinseltown RV Park
Jackson County
The Division of Water Quality acknowledges receipt of.your permit application on August 25,
2008, along with your fee payment of $860.00 check number 928067455. This application package -has
been assigned the number listed above and will'be assigned to a reviewer,
The reviewer will perform a detailed review and contact you with a request for additional
information if necessary. To ensure the maximum efficiency in processing permit applications, the
Division requests your assistance in providing a timely and complete response to - any additional
information requests.
While we do not expect severe delays in handling your request, please be aware that " your
application is 'one of many that are being currently reviewed.' If you have any additional questions
concerning the subject application,'please call Sergei Chernikod at [phone].
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
Dina Sprinkle
Point Source Branch
cc: - Central Files
NPDES File NCO088765
sevillegt`�t1a� +/Surface Water Protection
Mark Brooks, P.E., Brooks Engineering Associates, PA, 17 Arlington Street, Aslieville, NC 28801
Mailing Address Phone [phone]
1617 Mail Service Center Fax [phone]
Raleigh, NC 27699-1617
Internet: ivvv%v.ncvvaierguality.or2
Location thCarohna
512 N. Salisbury St ovataadrllff
Raleigh, NC 27604
Customer Service 1-877-623-6748
An Equal Oppodung/Attinnative Action Employer— 5096 Recyded110% Post Consumer Paper

y fPDES APPLICATION"- FORM `
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD .
Mail the complete application to:
N. C. Department -of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, -Raleigh, NC 27699-1617
NPDES Permit C00 -5
If you are completing this form in computer use the TAB key or the up — down arrows to move from one .
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name Wayne Smith
Facility Name Tinseltown RV Park
Mailing Address 51 Bridge Street #B
City Sylva
State / Zip Code NC/ 28779 -
Telephone Number (828)26970253
Fax Number ( )
e-mail Address -
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 80 Wilmont Rd .
City Sylva
State / Zip Code NC/ 28779
County Jackson -
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or-ORC)
Name Wayne Smith
Mailing Address 51 'Bridge Street #B -
- . City Sylva
State / Zip Code NC/ 28779 y �:
Telephone Number (828)269 '0253
Fax Number i I U
1 of 4
I,
AUG 2 8 2008
a.
WATER QUALITY SECTION
rASHEVILLE REGIONAL OFFICE I: .
Form-D 1/06'.

_J
_ �PDES APPLICATION FORM
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial ❑ Number of Employees
Commercial ❑ Number of Employees
Residential ❑ Number of Homes
School ❑ Number. of Students/Staff
Other . ® Explain'. RV.Park
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, -etc.):
Tinseltown RV Park will have 42 RV spaces that are anticipated to be rented on a daily; weekly, or
monthly basis. The design flow is calculated based on 100 gpd per RV space so the design flow is
4,200 gallons per day _
Population served: = 2.5 x 42 = 105 ...
S. Type of collection system.
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification numbers) -to be assigned
Is the outfall equipped with a diffuser? ❑ Yes ❑ No.
7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
The receiving stream is the Tuckasegee.River: The discharge location is shown on Figure 2 of
the EAA. - The discharge location is N 35o 24' 11.98", W 83o 19' 17.27"
S. Frequency of Discharge: ®_,. Continuous ❑ Intermittent
If intermittent: -
Days per week discharge occurs: Duration: -
9. Describe the treatment system
List all installed components, including capacity, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
The proposed treatment technology, is a recirculating media filtration unit designed to treat 4,200 .
gallons per day. The proposed plant is an EZ TreatTM system in which septic tank effluent is
dosed approximately 36 times a day, over a high surface area synthetic media for aerobic
biodegradation. The system has a dual treatment train to allow for duplicity in the system and -
provide backup treatment in an emergency situation. The system will be equipped with UV
disinfection in anticipation of secondary discharge limits being required. Should tighter .
discharge limits be required,. a different treatment plant technology may be selected. Anticipated
discharge limits are to be designed to meet or exceed monthly average limits of 30 mg/l five day
BOD, 30 mg/l TSS,15 mg/1 Ammonia, and 200 cfu/ 100 ml fecal coliform.
2 of 4 Form-D 1/06

�pfPDES APPLICATION - FORM
For privately owned treatment systems treating .100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.0042 MGD. ;
Annual Average daily flow MGD (for the previous 3 years) .
Maximum_ daily. flow MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ .Yes . ® No
12. Effluent Data-
Provide data for the. parameters .listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite samplingshall be used. Effluent testing data must be based on at least three samples
and must be no more than four and one half years old. -
Parameter
Daily "
Maximum
Monthly
Average
Units of
Measurement
Number of
Samples
Biochemical Oxygen Demand
(BODS)
Fecal Coliform
Total -Suspended Solids
-':Temperature (Summer)
Temperature (Winter)
PH
13. List all permits, construction' approvals and/or applications:
Type Permit Number Type Permit Number
Hazardous Waste (RCRA) - NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES Dredge or fill (Section 404 or CWA)
PSD (CAA)- Special Order of Consent (SOC)
Non -attainment program (CAA) Other
3'of 4 Forth-D 1106

\ NPDES APPLICATION - FORM,
For privately owned +� ___tment systems treating 100Q/o <1.0 MOID
14. APPLICANT CERTIFICATION
I certify that I am familiar with the information contained in the applfimtion and "that to the
best of my,knowledge and belief such information to true, complete, and accurate, .
Wayne Smith !.Li A-Y i1 tedYl . Manager
Printed. name of Person Signing Title .
Signdfure of Applicant Date (o
North Carolina General Statute 143-215.6 "(b)(2) atates: Any person .who knowingly makes any false statement
representation, or certification in any application, record, report, plan, or other docamnent filea or required to be
maintained under Article 21 or regulations of the EnvironmeaW Management Commission implementing that Article, or
who falsifies, tampers with,. or knowly renders inaomrate 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 line not to exceed $25,000, or by imprisonment not to
exceed six montha, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or
imprisonment not more than 5 years, or both, for a similar offense.) .
AUG 2 5 2008 E
DEFER IYATER C(1AU7
4 oW
08-15-2008 13:14

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO088765
-- a
Facility Information .. „
Wayne Smith/Tinseltown RV Park
A leant Address;;
51 Bridge Street #B, Sylva, North Carolina 286779
Facility Address ;:`.
80 Wilmont Rd., Sylva, North Carolina 28779
Perriutted Flow .: '',
0.0042 MGD
100% Domestic.
Other Permits
N/A
Facility %Permit `Status
Class II / New
Coizrity y
Jackson County
BACKGROUND:
Tinseltown RV Park WWTP is a proposed Class II, 100% domestic wastewater treatment system
that treats waste from an RV Park with 42 RV spaces. The EAA for this facility has been
approved on September 10, 2008.' Effluent limitations are based on Level B model conducted on
September 30, 2008.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: October 22, 2008 (est.)
Permit Scheduled to Issue: December 18, 2008 (est.)
NPDES CONTACT:
If.you have questions regarding any of the above information or on the attached permit, please
contact Setgei Chernikov at [phone].
REGIONAL OFFICE COMMENTS:
ARO did not object to the proposed project.
Fact Sheet
NPDES NCO0331 I 1 Renewal
Page 1

� 3
CIO
1(77

��
_ tom:..

15A NCAC 02B .0107 DEFINITION OF REGULATIONS: CLASSIFICATIONS: AND STANDARDS
History Note: Authority, "G.S: 143-214.1;
Eff" February 1, 19,76;
Repealed Eff. Janua7y 1, 1985.
15A NCAC 02B .0108 CONSIDERATIONS IN ASSIGNING THE.SHELLFISHING AREA CLASSIFICATION
In determining the safety or suitability of Class SA waters to be used for shellfishing for market purposes, the Commi$sion will
be guided by the existing water quality of the area in relation to the standards to protect shellfishing uses, the potential
contamination of the area from both point and nonpoint sources of pollution, and the presence of harvestable quantities of
shellfish or the poiential'for the area to have harvestable quantities through management efforts of the Division of Marine
Fisheries. Waters will not be classified SA without the written concurrence of the Division of Health Services, North Carolina
Department of Human Resources.
Flistont )Vote: _ "Authority G.S: "143-214.1; -
Eff"-.Ianuary 1, 1985;
Amended Eff. October 1., 1989.
1r5A NCAC 02B .0109 WATERS AFFECTED BY DREDGE AND FILL ACTIVITIES
Histo!y Note: Authority G.S. 143 214.1
off: ; October-: 1; 1989;
Repealed Eff October l;` 1996: -
'°'
1'A i�CR' 02B :0120'",' CONSiI)E12AIpl\'S k OR FEDERA)i_;I:Y>LISTED THITEATEPIiED'OR ENDANGERED'
AQUXTIC SPECIES
Certain waters provide habitat for•federally-listed aquatic animal species that are listed as threatened or -endangered by the U.S.
Fish and,Wildlife Service br-Nati' al7Vlarine Fisheries Service under the provisions ofthe Endangered Species Act, 16 U.S.C.
153r1-1544 and subsequent modifications. Maintenance,and,recovery of the water quality conditions -reguired'tosustain and
recover federally -listed threatened' and`endangered aquatic animal'species,contributes fo the support and' maintenance of a
balanced and indigenous community of aquatic' organisms: and thereby protetts=the biological integrity of the Waters. The
Division shall develop site -specific- management strategies under the provisions of 15A NCAC 213 .0225 or-15A NCAC 2B
..OM for those waters. These plans shall be developed Within the basinwide planning schedule with all plans completed at the
-.`end of each watershed's first complete five year cycle following adoption of this Rule. Nothing in/this Rule shall prevent the
Division from taking other actions within its authority to maintain and restore the quality of these waters: :.
IVistmy Note: .Authority G. S. 143=214.1; 143-215�3(a)(1); 143-215.8A;
Eff.'A;ugzrst 1, 2000.
r - -NORTHCAROL'sINAADMINISTRATIVE CODE - • -Eff. May 12007 Page 9

C- - -
EFFLUENT
NPDES NO: NC 00887655 DISCHARGE NO:, 001 MONTH: JANUARY YEAR: 2016
FACILITY NAME: Tlnseltown RV Park CLASS: 11 COUNTY: Jackson
CERTIFIED LABORATORIES (1): Environmental, Inc. CERTIFICATION NO. #57
( list additional laboratories on the backside/page 2 of this form )
OPERATOR IN RESPONSIBLE CHARGE (ORC) Mark Teague GRADE _
PERSON(S) COLLECTING SAMPLES: Mark Teague ORC PHONE
11 CERTIFICATION NO. 10920
[phone]
CHECK BOX IF ORC HAS CHANGED: L__j NO FLOW / DISCHARGE FROM -SITE'
MAIL ORIGINAL AND ONE COPY TO:
ATTN: CENTRAL FILES
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
�.
(SIGNA RE OF OPERATOR IN RESPONSIBLEoOHARGHW DATE
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
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DWQ Form MR-1 (Revised 11/04)

Facility Status: (Please check one of the
All monitoring data and sampling frequencies meet permit requirements I�
Compliant
All monitoring data and sampling frequencies do NOT meet permit requirements
Noncompliant
The permittee shall report to the Director the appropriate Regional Office any npncompliance that potentially threatens public
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.
If the facility is noncompliant, please comment on corrective actions being taker] in respect to equipment, operation,
maintenance, etc., and a time table for improvements to be made.
"I certify, under penalty of law, that this document and all attachments were pref ared under my direction or supervision in accordance with
a system designed to assure that qualified personnel properly gather and evaluE to the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsib a for gathering the information, the information submitted
is, to the best of my knowledge and belief, true, accurate, and complete. I am ay rare that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment for knowing viola ions."
Icp
80 Wilmont Road
11/30/2010
Permittee Address
Phone Number
e-mail address
Permit Exp. Date
PARAMETER CODE
00010 Temperature
00556 Oil & Grease
00951 Total Flouride
01067 Nickel
50060 Total
00076 Turbidity
00600 Total Nitrogen
01002 Total Arsenic
01077 Silver
Residual
00080 Color (Pt -Co)
00610.Ammonia Nitrogen
01092 Zinc
Chlorine
00082 Color (ADMI)
00625 Total Kjeldhal
01027 Cadium
01105 Aluminum
Nitrogen
00095 Conductivity
00630 Nitrates/Nitrites
01032 Hexavalent Ch
omiur
01147 Total Selenium
71880 Formaldehyde
00300 Dissolved Oxygen
01034 Chromium
31616 Fecal Coliform
71900 Mercury
00310 BOD5
00665 Total Phosphorous
32730 Total Phenolics
81551 Xylene
00340 COD
00720 Cyanide
01037 Total Cobalt-
34235 Benzene
00400 pH
00745 Total Sulfide
01042 Copper
34481 Toluene
00530 Total Susppendec
00927 Total Magnesium
38260 MBAS
Residue
00929 Total Sodium
01045 Iron
39516 PCBs
00545 Settleable Matter
00940 Total Chloride
01051 Lead
50050 Flow
Parameter Code assistance may obtained by calling the Water Quality Compl
the Surface Water Protection Sections's web site at h2o.enr.state.nc.us/wos a
Use only units of measurement designated in the reporting facilitys NPDES permit for reporting data.
* No Flow / Discharge From Site Check this box if no discharge occurs, and as
parameters on the DMR for the entire monitoring period.
* ORC On Site ?: ORC must visit facility and document visitation of facility as r
ice Group at [phone], or by visiting
linking to the units information pages.
there are no data to be entered for all of the
per 15A NCAC 8AG 0204.
—if signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 26.0506 (b) (2) (D).

i
Cantwell, Janet
From: Environmentalinc <[e-mail]>
`L Sent: Tuesday, June 28, 2016 5:05 PM
To: Cantwell,;Janet
Subject: Tuckaseegee RV Resort NOV-2016-MV-0083
Y
Attachments: Tuckaseegee RV Resort_01_2016.pdf
Hey Ms. Janet,
Please see the attached correct DMR for Tuckaseegee RV Resort for the month of January 2016.
We managed to mislabel the file and printed Decembers DMR for January.
I have also mailed a copy to Raleigh.
Thank you,
Melissa
eN � EMITIL
® nos
Environmental, Inc.
Mailing Address: PO Box 954, Cullowhee, NC 28723
Physical Address: 2675 Skyland Drive, Sylva, NC 28779
Physical Address: 240-D Swannanoa River Road, Asheville, NC 28805 -
[phone], Fax [phone]-
hftp://www.waterwnc.com/
This email (including any attachments) contains PRIVILEGED AND CONFIDENTIAL
INFORMATION protected by federal and/or state law and is intended only for
the use of the individual(s) or entity(ies) designated as recipient(s).

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1
two
ENVIRONMENYA-L
Inc.�.A..,�C,
aAA46"
Mailing Address: PO Box 954, Cullowhee, NC 28723
Physical Address: 2675 Skyland Drive, Sylva, NC 28779 [phone]
hftp://www.environmentalinc.co/
June 28, 2016
North Carolina Department of Environment and Natural Resources
Water Quality Regional Operations- Asheville Regional Office
Attention: Janet Cantwell
2090 US Highway 70
Swannanoa, NC 28778
RE: Notice of Violation and Intent To Assess Civil Penalty
Tracking #: NOV—2016-MV-0083
Tuckaseegee RV Resort WWTP
NPDES Permit No. NC0088765
McDowell County
Dear Ms. Cantwell,
Per the Notice of Violation for Tuckaseegee RV Resort. WWTP; we mistakenly printed
the wrong month's-DMR for, the month of January 2016. This was an oversight of the
office staff.
If you have any further questions, please feel free to contact me.
Sincerely,
&4k
Mark Teague
Environmental, Inc.

PAGE 01/01
ON
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Certified Mail # 7012 1010 00021965 642
Return Receipt Requested
Wayne Smith
51 Bridge St
Sylva, NC 28779
SUBJECT: NOTICE OF VIOLATION $k It
Tracking Number: NOV-201C
Permit No. NCO088765
Tuckaseegee RV Resort WWTP
Jackson County
Dear Permittee:
A review of the jinuaary 2016 Discharge h
indicated below:
Monitoring Vielation(s):
Sampld
Location Parameter
vv.a rn.u...•e a.vv, ... aiu, �w vey• .+,
Concentration (C4310)
001 Effluent Coliform, Fecal MF, M-FC
Broth,44,5C (31616)
June 22, 2016
rO ASSESS CIVIL PENALTY
Report (DMR) for the subject facility revealed the violati
Date
1/30/2016
Monitoring
Frequency Type of Violation
Weekly Frequency Violation
1/30/2016 Weekly Frequency Violation
001 Effluent Flow, in conduit or thru treatment 1/30/2016 Weekly Frequency Violation
• plant (50050)
001 Effluent Solids, Total Suspended - 1/30/2016 Weekly Frequency Violation
Concentration (C0530)
001 Effluent Temperature, Water Deg,
Centigrade (00010)
1/30/2016 Weekly Frequency Violation
Stets of North Carolina I I Environmental Quality I Water Resources
2090 U.S. 70 highway, Swannanoa, TIC 28778
$28-296-4500

Certified Mail # 70121010 0002 1965 6423
Return Receipt Requested
June 22, 2016
Wayne Smith
51 Bridge St
Sylva, NC 28779
i.
SUBJECT: NOTICE OF VIOLATION & INTENT TO ASSESS CIVIL PENALTY
Tracking Number: NOV-2016-MV-0083
Permit No. NCO088765
Tuckaseegee RV Resort WWTP
Jackson County
Dear Permittee:
A review of the January 2016 Discharge Monitoring Report (DMR) for the subject facility revealed the violation(s)
indicated below:
Monitorina Violation(s):
Sample
Monitoring
Location
Parameter
Date
Frequency
Type of Violation
001 Effluent-
BOD, 5-Day (20,Deg. C) -;
1/30/2016
Weekly
Frequency Violation
Concentration (C0310)
001 Effluent
Coliform, Fecal MF, M-FC
1/30/2016
Weekly
Frequency Violation
Broth,44.5C (31616)
001 Effluent
Flow, in conduit or thru treatment
1/30/2016
Weekly,
Frequency Violation
plant (50050)
'
001 Effluent
pH (00400)
1/30/2016
Weekly
Frequency Violation
001 Effluent
Solids, Total Suspended -;
1/30/2016
Weekly
Frequency Violation
Concentration (CO530)
001 Effluent
Temperature, Water Deg.
1/30/2016
Weekly
Frequency Violation
Centigrade (00010)
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
°y/7 828-296-4500

A Notice of Violation/Intent to Issue Civil Penalty is being i
Statute (G.S.) 143-215.1 and the facility's NPDES Permit.
more than twenty-five thousand dollars ($25,000.00) may
to act in accordance with the terms, conditions, or require
143-215A.
If you wish to provide additional information regarding the
discuss overall compliance please respond in writing within
A review of your response will be considered along with an
Monitoring Report(s). You will then be notified of any civil
violations. If no response is received in this Office w
assessment may be prepared.
Remedial actions should have already been taken to c
future. The Division of Water Resources may pursue
State law.
Reminder: Pursuant to Permit Condition 6 in Section E, the
Office as soon as possible, not to exceed 24 ho
the facility including limit violations, bypasses o
be required within 5 days if directed by Divisior
potential problems due to planned maintenanc(
Additionally and if you have not already done so, you may i
e-DMR system for the completion and electronic submittal c
For more information, please visit the eDMR Website at the
http://portal.ncdenr.org/web/`­­wg/admin/bog/ipu/edmr.
If you have any questions concerning this matter, please
Office at 828-296-4500.
Sincerely,
G. Landon Dav
Water Quality I
Asheville Regio
Division of Wat
wL25_Asnevuie-Kegionai-orrice---tntorcemen
NPDES Compliance/Enforcement Unit - Enfo
Environmental Inc./ ORC
G:\VJR\WQ\Jackson\Wastewater\Minors\Tinsletown RV Park 88765\N0V-N0I-2016-MV-0083.rtf
ied for the noted violation of North Carolina General
rsuant to G.S. 143-215.6A, a civil penalty of not
assessed against any person who violates or fails
nts of any permit issued pursuant to G.S.
oted violation, request technical assistance, or
m (10) business days after receipt of this Notice.
information provided on the submitted Discharge
ienalties that may be assessed regarding the
hin the 10-day period, a civil penalty
this problem and prevent further occurrences in the
:ement action for this and any additional violations of
Permittee is required to verbally notify the Regional
irs, from first knowledge of any non-compliance at
or failure of a treatment unit. A written report may
staff. Prior notice should be given for anticipated or
activities, taking units.off-line, etc.
sh to consider registering to use the Division's new
monthly Discharge Monitoring Reports (DMRs).
:)Ilowing address:
Janet Cantwell of the Asheville Regional
on, P.G., Regional Supervisor
aional Operations Section
I Office
Resources, NCDEQ
File

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001
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0113012016
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Frequency Viola-
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001
Effluent
Coliform, Fecal bIF, --
Weekly
01/3012016
Frequency Viola-
Q
Proceed to NOV
Will becor
001
Effluent
Flow, in conduit ort-
Weekly
0113012016
E3
Frequency Viola-
Proceed to NOV
Will becor
001
Effluent
pH - 00400
Weekly
01MI2015
Frequency Viola-
El
Proceed to NOV
Wilt becor
001
Effluent
'i
Solids, Total Suspe--
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10113012016
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Ek�hrtRRB�fNi4i6i. Cti#At� ifi �,.:-�''
-
Certified Mail # 7012 1010 0002 1965 6423
Return Receipt Requested
June 22, 2016
Wayne Smith
51 Bridge St
Sylva, NC 28779
SUBJECT: NOTICE OF VIOLATION & INTENT TO ASSESS CIVIL PENALTY
Tracking Number: NOV-2016-MV-0083
Permit No. NCO088765
Tuckaseegee RV Resort WWTP
Jackson, County
Dear Permittee:
A review of the January 2016 Discharge Monitoring Report (DMR) for the subject facility revealed the violation(s)
indicated below:
Monitoring Violation(s):
Sample
Location Parameter
Monitoring
Date Frequency, Type of Violation
001 Effluent
BOD, 5-Day (20 Deg. C) -
1/30/2016
Weekly
Frequency Violation
Concentration (C0310)
001 Effluent
Coliform, Fecal,MF, M-FC
1/30/2016
Weekly
Frequency Violation
Broth,44.5C (3.1616)
001 Effluent
Flow, in conduit or thru treatment
1/30/2016
Weekly
Frequency Violation
plant (50050)
001 Effluent
pH (00400)
1/30/2016
Weekly
Frequency Violation
001 Effluent
Solids, Total Suspended,-
1/30/2016
Weekly
Frequency Violation
Concentration (CO530)
001 Effluent
Temperature, Water Deg.
1/30/2016
Weekly
Frequency Violation
Centigrade (00010)
State of North Carolina. I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
828-296-4500

A Notice ,of Violation/Intent to Issue Civil Penalty is being issued for the noted violation of North Carolina General
Statute (G.S.) 143-215.1 and the facility's NPDES Permit. Pursuant to G.S. 143-215.6A, a civil penalty of not
more than twenty-five thousand dollars ($25,000.00) may be assessed against any person who violates or fails
to act in accordance with the terms, conditions, or requirements of any permit issued pursuant to G.S.
143-215.1.
If you wish to provide additional information regarding the
discuss overall compliance please respond in writing within
A review of your response will be considered along with an
Monitoring Report(s). You will then be notified of any civil
violations. If no response is received in this Office w
assessment may be prepared.
Remedial actions should have already been taken. to c
future. The Division of Water Resources may pursue
State law.
oted violation, request technical assistance, or
�n (10) business dam after receipt of this Notice.,
information provided on the submitted Discharge
ienalties that may be assessed regarding the
hin the 10-day period, a civil penalty
problem and prevent further occurrences in the
ent action for this and any additional violations of
Reminder: Pursuant to Permit Condition 6 in Section E, the Permittee is required to verbally notify the Regional
Office as soon as possible, not to exceed 24 ho I rs, from first knowledge of any non-compliance at
the facility including limit violations, bypasses o, or failure of a treatment unit. A written report may
be required within 5 days if directed by Division staff. Prior notice should be given for anticipated or
potential problems due to planned maintenanc , activities, taking units off-line, etc.
Additionally and if you have not already done so, you may W ish to consider registering to use the Division's new
e-DMR system for the completion and electronic submittal of monthly Discharge Monitoring Reports (DMRs).
For more information, please visit the eDMR Website at the following address:
http: //Dortal.ncdenr.org/web/wq/admin/bog/ipu/edmr.
facil
If you have any questions concerning this matter, please
Office at 828-296-4500.
Sincerely,
G. Landon Davi
Water Quality F
Asheville Regioi
Division of Wab
Cc: WQS Asheville Regional Office - Enforcement File
NPDES.Compliance/Enforcement Unit - Enforcement
Environmental Inc./ ORC
G:\WR\WQ\Jackson\Wastewater\Minors\Tinsietown RV Park 88765\N0V-N0I-2016-MV•0083Af
Janet Cantwell of the Asheville Regional
ison, P.G., Regional Supervisor
egional Operations Section
ial Office
�r Resources, NCDEQ
File

WA T FRQG
v ©fin
r NCDENR
o �
Wayne Smith
51. Bridge Street, #B
Sylva, NC 28779
Dear Mr. Smith:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 10, 2008
Subject:
Coleen,H.;Sullins, 6irecor-
'-""
Division of Water Quality ' !`
D C E
SEP 1 1 2008
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
EAA Review
NPDES Permit NCO088765
Tinseltown RV Park
Jackson County
The Division of Water Quality (Division) has reviewed your Engineering Alternative Analysis (EAA) for the
Tinseltown RV Park. The Division concurs with the conclusions and recommendations of the EAA. The
EAA you have submitted is sufficient to meet the Alternative Analysis requirements for a new discharge.
The Division will proceed to modeling of the proposed discharge. After the model is completed and
effluent limits are calculated the new draft permit will be publicly notice in a regional newspaper. The entire
modeling and permitting process may take between 60 and 120 days. If the draft permit causes significant
protests from local citizens, governmental organizations, and/or environmental groups a public hearing
may be scheduled and issuance of the final permit may be further delayed. In some cases the Division may
deny the request for expansion based on the public hearing results. If you have any questions concerning
this issue, please contact me at telephone number [phone].
Sincerely,
rEvgei Chernikov, Ph.D.
ironmental Engineer II
NPDES-West
cc: Central Files
NPDES Permit File
(Asheville Regional O-ffcel'� Surface Water Protection
Mark- Broo s, P:E.; Brooks Engineering Associates, PA,
17 Arlington Street, Asheville, NC 28801
N. C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state.nc.us DENR Customer Service Center: 1 800 623-7748

T1_NSELTOWN RV PAfRK L�--
JACKSON COON n'
NORTH CARD LI N.A
ENG/VEER/NL-i
ALTERNATIVES
ANALYSIS
(EAA)
PREPARED FOR:
WAYNE SMITH
51 BRIDGE STREET #B
SYLVA, NC ZB779
SUBMITTED TO:
} lt1jfl pu'10r'l
3EE31QNf� QFF!CE -
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND .NATURAL RESOURCES
DIVISION OF WATER QUALITY - NPDES UNIT
IS 1 7 MAIL SERVICE CENTER
RALEIGH, NC 27899-1.817
JULY 30, 2008
BROOKS ENGINEERING ASSOCIATES PROJECT NO.: 31 3408
17 Arlington Street
Asheville, NC 28801
828.232.4700

I
Ti!NSELTOWN RV PARK
3
JACKSON COUNTY, NORTH CAROLINA
ENGINEERING ALTERNATIVES ANALYSIS
(EAA)
PREPARED FOR:
I
WAYNE SMITH
i
51 BRIDGE STREET #B
SYLVAN NC 28.779
SUBMITTED TD:
i I I
t '
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
I DIVISION OF WATER QUALITY — NPDES UNIT.
1 61 7 MAIL SERVICE CENTER
;RALEIGH, NC 27699-1617
I
t
PROJECT NO. 31 3408
CO
' \°yg9bbCeas.y. `SFr �^
b
ORIGINAL: JULY 30, 2008
i
i I
BROOKS ENGINEERING ASSOCIATES
1 7 ARLINGTON STREET
ASHEVILLE, NO 28801
828.232.4700
. l ,

Table of Contents
1.0 Introduction .......... :............................................................................................ 1
1.1 Applicant Information...............................................................................1
1.2 Property Information................................................................................2
2.0 Initial Discharge Determination........................................................................3
3.0 Technical Evaluation of Alternatives...............................................................5
3.1 Connection to Existing Waste Treatment Plant 5
3.2 Individual or Group Septic Systems..........................................................6
3.3 Reuse Land Application & Reuse.............................................................7
3.4 Direct Discharge to Surface Waters......................................................... 9
3.5 Combination of Alternatives.....................................................................9
4.0 Economic Evaluation of Alternatives.............................................................10
4.1
Connection to Existing Wastewater Treatment Plant..............................11
4.2
Individual or Group Septic Systems.......................................................12
4.3
Land Application....................................................................................13
4.4
Direct Discharge to Surface Waters
-' 4.5
Combinations of Alternatives..................................................................15
6.0 Figures
1.
Development Site Plan
2.
General Site Location Map & Discharge Location Map
-_ 3.
Neighboring Discharge Facility Locations
6.0 Attachments
A.
Local Government Review Form
B.
County Environmental Health Denial Letter
C.
BEA Soil Scientist Report
D.
Drainfield & Irrigation Required Acreage Calculations
E.
Present Value Cost Analysis
F.
Engineer's Opinion of Cost for Infrastructure
G.
Proposed Treatment Technology Cut -sheet

P )
1.0 Introduction
This Engineering Alternatives Analysis (EAA) is provided as part of the application for
a new NPDES permit for the "Tinseltown Recreational Vehicle Park in accordance with .
15A NCAC. 2H.0105. The purpose of this EAA is to determine the technical and
economic feasibility of wastewater disposal options available for the development.
i
As part of the 1972 Clean Water Act, discharge to surface waters is considered only as
a last resort. Brooks Engineering Associates has evaluated all of the alternatives and
has concluded that the surface discharge permit is the only viable option for the
applicant. The property was purchased with the intent of improving the property to
accommodate 42 RV units at the site. The site was, originally a junkyard and required
substantial environmental remediation. The remediation efforts required excavation
and removal of thousands of tons of soil. Fill dirt was brought in to replace the
excavated soil across most of the site. Upon initiation of a permit level investigation of
LJ the soil conditions by the Jackson County Department of Public Health, it was
j
determined that the soil was unsuitable for a land,disposal system because the
majority of the site is fill soil. The fill utilized is of a marginal an inconsistent quality
rendering it unsuitable for any type of land based wastewater disposal method.
{t
1.1 Applicant Information
Pertinent information regarding the applicant and this application is as follows.
Property Owner'.
NPDES Permit Applicant:
EAA Preparers Information
Brooks Engineering Associates, P.A.
BEA Project No. 3.13408 ' ,
Wayne Smith
51 Bridge Street # B
Sylva, NC 28779
Wayne Smith
51 Bridge Street # B
Sylva, NC 28779
Brooks Engineering Associates, PA
17 Arlington Street
Asheville, NC 28801
[phone]
Contact: Mark C. Brooks, P.E.
Engineering Alternatives, Analysis
, Tinseltown RV Park
1

1.2 Property Information
The subject property is located in Jackson County at the intersection ofNCSR 1534
�E
and NCSR 1397, just off Highway 74 between Dillsboro and Bryson City. The subject
site consists of two parcels,'Tract C (PIN # 7622-16-0677) which is 1.208 acres and
-! Tract A (PIN # 7612-49-4735) which is approximately 10.2 acres. Tract C is a narrow
low lying area between the railroad tracks and SR 1397. The parcel is entirely
f comprised of railroad and state road right -of way. Tract A is completely cleared and is
r,` mostly fill material with newly seeded grass. No existing structures are on the site
{ ( except a well house. The Tuckasegee River borders the property to the north.
The site -was formerly an automotive scrap yard. Environmental assessment
discovered petroleum hydrocarbon contamination. The remedial efforts included soil
excavation a removal of approximately four to five feet of soil across the entire site.
The excavated soil was replaced with non -specified fill dirt from multiple locations.
The proposed development project consists of 42 RV slips that will be rented on a
k
daily, weekly or monthly basis. The site water service will be provided by a single
�i existing well and proposed community water supply system. The site layout is
provided as Figure 1. The Local Government Review Form is provided as Attachment
A.
j
A general site location map' has been included as Figure 2 depicting the discharge
location. The proposed wastewater receiving stream is the Tuckasegee River. The
design flow for the project is calculated to be 4,200 gallons per day (gpd) based upon
` 42 RV units at 100 gpd/ RV unit in accordance with 15A NCAC 02T .0114 (since 15A
NCAC 2H 0.219 has been repealed).
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
+� BEA Project No. 313408 Tinseltown RV Park
2

3
2.0 Initial Discharge Determination
Brooks Engineering Associates has performed an initial determination regarding the
potential of the receiving stream to accommodate the proposed developments' design
wastewater flow of 4,200 gpd. The discharge location longitude and latitude are
1�
provided on Figure 2. Initially, the receiving stream, the Tuckasegee River, was
researched for limiting classifications and the following determinations were made:
♦ The Tuckasegee River has no zero -flow restrictions per 15A NCAC 26.0206 (d)(2);
♦ The Tuckasegee River is classified as a Class B River (Stream Index No. 2-79-
17
(40.5), Whittier Quad);
♦ River Segment Index No. 2-79-(40.5) of the Tuckasegee River is not designated as
1�
an Impaired Water and has no designated TMDLs;
♦ The Tuckasegee River hosts the appalachian elktoe and the spotfin chub, but the
segment of the Tuckasegee River where this project is proposed has no known
presence of endangered species.
�I
♦ Class B waters have no restrictions on watershed development or types of
discharges.
it
a
A basin plan does exist for the receiving stream watershed. The Little Tennessee
River Basin Plan was implemented in 1997, renewed in April 2002 and again in -March
r
2007. The plan does not include, any discharge restrictions or moratoriums, with the
exception of Impaired Waters identified in different sections of the river.
To address potential deficiencies of the receiving stream regarding flow, BEA staff
conducted an investigation by' confirming a positive 7Q10 "low stream flow" for the
Tuckasegee River with the ;USGS. These activities are discussed below.
On May 9, 2008 BEA staff contacted Mr. Curtis Weaver, PE of the USGS in Raleigh,
North Carolina. Mr. Weaver is the principal engineer in charge of making stream flow
determinations for the Raleigh USGS office. The 7-day 10-year low flow (7Q10) is the
governing stream criteria for wastewater point source discharges for flow acceptance.
Mr. Weaver replied via a -mail that there are two existing active stations and one
discontinued station nearby on the Tuckasegee River. The USGS operates two active
.I
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
BEA Project No. 313408 Tinseltown RV Park
3

)j
continuous -record gauging stations on the Tuckasegee River (station id 03510577,
drainage area 360 sgmi and station id 03513000, drainage area 655 sgmi). The flows
at these,stations are recognized as being subject to regulation effects by several
upstream impoundments in :the basin: Thorp Reservoir, Cedar Cliff Lake, Bear Creek
Lake plus several others. Low -flow analyses based on regulated periods of record
(since early 1950's) for these two sites indicate the 7Q10 yield is about 0.6 cfsm.
In addition, a discontinued station at Camp Creek at Gateway (station id 0351059790,
drainage area 376 sq mi) used a 7Q10 low -flow yield of about 0.58 cfs per sgmi (cfsm)
to estimate the 7Q10 flow (estimated in June 1988). � This yield value was based on a
discontinued continuous -record gauging station operated on the Tuckasegee River
during 1935-1981 (station id, 03510577, drainage area 347 sq mi).
In the absence of site -specific data for low -flow analyses, estimates of the 7Q10
discharge are determined by assessing the range of low -flow yields (expressed as flow
per square mile drainage area, or cfsm) at nearby locations where the 7Q10 has been
previously determined. The 7Q10 yield of 0.6 cfsm is fairly consistent with that used
in the 1988 request (0.58 cfsm)', described .above and can thus be considered
appropriate for estimating the 7Q10 flow at the proposed project site.
A basin delineation was completed for the Tuckasegee River at Wilmont just upstream
of the project site (station id 03510592, drainage area 370 sgmi, at Secondary Road
1397). Applying the drainage area (370 sgmi) to the above yield value (0.6.cfsm)
k results in a 7Q10 flow estimate of about 220 cfs that can be considered applicable to
this site. Given the design flow for TinseltoWn RV Park is 4,500 gpd, less than 0.007%
of the 7Q10 flow, stream flow does not appear to be a .prohibitive factor.
Therefore, based upon the preliminary investigation, it appears there are no flow or
water quality restrictions on the Tuckasegee River that would immediately prohibit
discharge of domestic wastewater with a standard level of treatment to surface waters.
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
BEA Project No. 313408 Tinseltown RV Park
a � 4

i
i
3.0 Technical Evaluation of Alternatives
3.1 Connection to Existing Waste Treatment Plant
r
Figure 3 shows a map of the closest existing Wastewater Treatment Facility which is
the Whittier Sanitary District facility (NPDES' Permit No. NC0087602). The facility is
currently being assumed by; the Tuckaseigee Water & Sewer Authority (TWSA). The
closest connection point is where a force main leads in to the plant from the town of
Whittier (to the north) on the south entrance road leading in to the industrial park
Where the plant is located. The route to the Whittier WWTF has approximately 50 ft of
elevation -gain from average elevation of the proposed site. The nearest connection
location to the forcemain leading in to the plant is calculated to be. 3.26 miles from the
subject property. BEA estimates two pump stations and force main construction for
{ the entire 3.26 miles along Thomas Valley Road would be required to connect to this
system. This facility is permitted for 0.2 MGD and Joe Cline.with TWSA has stated
that allocation for discharge to this plant is obtainable. The allocation fees for TWSA
are included in the economic evaluation.
The next closest wastewater treatment facility is the Scott Creek WWTP (NC0020214).
The facility is located approximately 8 miles down stream from the subject site. Pump
stations and force mains would also be required if the sewer line were to follow
Highway 74 to the Dillsboro. facility. The Scott Creek facility would be extremely
difficult to route a sewer connection line and is much further away than the Whittier
facility. This facility is not considered further in this evaluation.
r-�
l '
i F
While the connection to the Whittier WWTF is possible and permittable, the distance
required to the facility is significant and must be evaluated for the economic feasibility.
This option will be analyzed in Section 4.1.
{
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
l BEA Project No. 313408 1 Tinseltown RV Park
5

3.2 Individual or Group Septic Systems
The proposed campground land RV park includes 42 RV units on 10.2 acres. General
guidelines by health departments suggest a minimum of 1/2 acre lots for an individual.
r f primary septic system and repair area. This is not feasible given that each RV unit slip
space is approximately 50 by 20 ft and driveways and turnarounds must allow for
ingress/egress. The initial improvement plan for the campground was to cluster the
camp sites and have them served by a common on -site septic system. However, the
remediation activities and resulting fill placed on site have rendered that no longer an
option.
The Jackson County Department of Public Health performed a Soils Evaluation on the
remaining portions of the site. Upon investigating the 10.2 acre site, sufficient
l drainfield area for the proposed 42 RV units was not found. The soils were deemed
"unsuitable" and the application was denied. A copy of the Jackson County report is
j provided as Attachment B. Brooks Engineering Associates conducted a soils
investigation to find areas spitable for subsurface disposal or surface irrigation. The
entire site was determined to be unsuitable due to setback conditions and inconsistent
soil properties of the fill material. The Brooks Engineering Associates soils report letter
summarizing the findings is provided in Attachment C. The setbacks from surface
water, property lines, and right-of-ways and ,poor soil conditions render the subject site
unsuitable for surface irrigation.
For a community system, the 4,200 gpd system would require 2.89 acres for primary
and repair conventional drainfield area and 1.285 acres for a community subsurface
drip system. These calculated areas are based upon assumed average soil loading
rates and do not include any required acreage for setbacks and any pretreatment
system placement land requirements, just disposal area. Calculations are provided in
Attachment D. It is estimated a 1.75,acre area would be necessary to site the
community drip system with the governing setbacks and allow for conveyance piping.
Individual and/or community septic systems (including subsurface drip) are determined
to not be feasible at the subject site for the following reasons.
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
BEA Project -No. 313408 'iTinseltown RV Park
6

i o The project soil scientist report has not identified any area suitable according to
the NCAC 18A .1900 rules due to the nature of the fill material.
o The proposed land plan depicts only 0.51 acres available for on -site disposal,
7 shy of the 1.75 acres calculated to be needed, and the 0.51 acres has
unsuitable soil conditions.
o Any system over 3,000 gpd has to prove sufficient "conveyance capacity," or
lateral hydraulic conveyance. The level site conditions with little gradient make
the conveyance capacity very low, which would likely further increase the
required land to accommodate the necessary design flow.
J As neither the County nor BEA found any available space on the proposed site with
suitable or provisionally suitable soil conditions, all of the 1.75 acres needed for a
r community septic (or subsurface drip) system would have to be acquired from adjacent
property owners. This option is evaluated in subsequent sections.
i
3.3 Land Application & Reuse
A full investigation of the feasibility of a land application system typically encompasses
the following evaluations:
1.. Soils Evaluation (to, determine saturated hydraulic'conductivity rates);'
2. ''Agronomist Evaluation (to determine nutrient balance);
3. Hydrogeologic Evaluation (to determine water table and lateral flow); and
4. Water Balance Evaluation (to determine storage requirements).
The irrigation rate is derived from soil saturated hydraulic conductivity measurements
and a water balance based upon regional rain and evapotranspiration and storage
provided. Based upon other regional projects, an irrigation rate of 1. inch per week
(in/wk) is an assumed reasonable irrigation rate that will not necessitate restrictions
based upon hydrologic or nutrient loading. A surface drip system would require 1.083
acres of disposal area (excluding setbacks and piping) with the same 1.0 in/wk loading
rate. Calculations are provided in Attachment D. To obtain the required setbacks for
surface irrigation systems, a reuse quality effluent would have to be provided (NCAC
18A 2T .0900 regulations): as the wastewater irrigation rule setbacks (NCAC 18A 2T
.0500 regulations) can be met with the proposed land plan due to the required
distances from habitable structures, property lines and surface waters. If reuse quality
. I
Brooks Engineering Associates, P.A.
BEA Project No. 313408
Engineering Alternatives Analysis
. Tinseltown RV Park
7

effluent can be provided, the only applicable setback would be 25 feet from the surface
waters. From a practical standpoint, BEA estimates that at a minimum 1.25 acres
would be required to get the disposal system installed with the 1.0 in/wk loading rate.
A wastewater reuse irrigation system is determined to not be feasible at the subject
site for the following reasons.
o The project soil scientist report has not identified any area suitable for land
application due to the nature of the fill material.
o The proposed land plan depicts only 0.51 acres available for on -site disposal,
shy of the 1.25 acres calculated to be needed.
I o Under the NCAC 18A 2T .0900 regulations a wet weather storage pond,
i
typically sized for 30 days of wet weather storage (126,000 gallons) must be
I sited and an additional pond sized for five days of storage (21,000 gallons)
I - � would have to be provided to accommodate "upset" conditions. An additional
y 0.2 acres would be required for constructing these ponds.
�i
Again, the basic land requirements result in this disposal option as being unfeasible for
the proposed RV campground. At a minimum, an additional 1.45,acres would have to
be purchased for the disposal area and for the necessary storage ponds under the
15A NCAC 18A 2T .0900 requirements.
Additional Land Purchase
The economic feasibility of purchasing additional land purchase option is evaluated
Section 4.0. From a practical feasibility standpoint, the following purchase options
have been evaluated and pursued. Adjacent property owners on the southwest
include Joe H. Ward (61 acres, Deed Book 93E/, page 213) and Jimmie Lee
` Buchanan (30 acres, Deed Book 342, page 62); to the south B.H. Failin (1.87 acres,
Deed Book 1026, page 558) and J.L. Rickman (2.82 acres, Deed Book 728, page 38);
and G. Nations (4.53 acres, Deed Book 810, page 478); and on the southeast J.
Nations (1 acre, Deed book 1196, page 510) and C.L.. Bradley (1.14 acres, Deed book
342, page 39). The Ward tract would be the most reasonable piece of property in the
immediate vicinity with enough acreage to potentially accommodate a septic or land
application system. The other tracts have residences on them and it would take
multiple tracts to provide enough area. The adjoining property owners are shown on
the attached "Site Layout" map (Figure 1).
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
BEA Project No. 313408 Tinseltown RV Park
8

i
1 �
Mr. Ward and several of the neighboring land owners were contacted for possible land
i
F- acquisition by Mr. Wayne Smith. No positive response was received from any of the
i
neighboring land owners.
This option was thorough ly,investigated. It was determined there was no reasonable
potential for sufficient additional land acquisition to accommodate a land absorption
t disposal option. However, a PVCA is provided in Section 4.0 assuming land was
available.
3.4 Direct Discharge to Surface Waters
As discussed in Section 2, discharge to surface waters is found to be a technically
viable option as the initial evaluation has revealed the following conditions.
♦ . The Tuckasegee River has no zero -flow restrictions per 15A NCAC
213.0206 (d)(2).
♦ The Tuckasegee River has a classification as a Class B river.
This section of the Tuckasegee River is not designated as impaired stream
and has no designated TMDLs.
♦ This section of the Tuckasegee River has no presence of endangered
species.
♦ The Tuckasegee River Basin Plan does not restrict additional point source
discharge per the existing plan.
3.5 Combination of Alternatives
Neither the subsurface disposal or land application alternatives are viable for the
development due to unsuitable soil. conditions. A combination of discharge and land
application or subsurface disposal could be effective if there were a neighboring
property for sale with suitable, soil conditions, but this is not the case.
i
Therefore, the only two feasible options for the development are to connect to the
Whittier WWTF (with a connection point 3.26 miles from the subject site) and a surface
discharge permit. Both of these options are evaluated in Section 4.
4
Brooks Engineering Associates, P.A.
r BEA Project No. 313408
Engineering Alternatives Analysis
Tinseltown RV Park
9

4.0 Economic Evaluation of Alternatives
The Present Value, of Costs Analysis (PVCA) for each disposal option,is provided as
Attachment E. The economic evaluation of alternatives is for each of the wastewater
treatment options based upon the best available information. In the first page of the
PVCA the infrastructure costs from the EOC are added ,to the land costs to determine.
the cost per unit in the RV Park. Then a Return on Investment is calculated for the
project under the following scenarios:
1) extending sewer service Ito the nearest. existing WWTF (TWSA Whittier facility);
2) a community subsurface drip system requiring additional land purchase;
3) a community wastewater irrigation system (surface drip) requiring additional land
purchase; and
4) an on -site community WWTF with a surface discharge permit.
Only Options 1 and 4 were 'determined to be feasible in Section 3.0 primarily due to
site limitations and soil constraints, so Options 2 and 3 are analyzed. under the
incorrect assumption that the purchase of adjacent property is possible. Options 1 and
4 are ,analyzed without an additional land purchase as none is required. The
Engineers Opinion of Cost (EOC) for the development infrastructure is provided as
Attachment F and is utilized to demonstrate the base cost per unit and to provide a
basis for the calculation of the Return on Investment (ROI) with each wastewater
disposal option scenario. The infrastructure costs in the Engineer's Opinion of Cost
are based upon professional experience and :data collected on previous regional
projects'. As all of the infrastructure cost would-be incurred in the initial year of the
development, they are all considered initial costs and therefore have no time value
discounting and are not included in the PVCA analysis.
The developer intends to rent the RV slip spaces. Occupancy percentages are based
upon the developer's prospectus. The average rental price and percent occupancy is
based upon the developer's market research in the rural western North Carolina area
their intended pricing.
Brooks Engineering Associates, P.A.
BEA Project No. 313408
Engineering Alternatives Analysis
Tinseltown RV Park
10

I
i
The EOC predicts an infrastructure cost of'$426,135 which includes the $100,000
already spent on excavation and removal of contaminated soil and a collection system
for the WWTF, but does not include any treatment or disposal options. The PVCA
-, adds in the initial land purchase cost and calculates a cost of $14,908 per RV site
before any wastewater treatment option is.analyzed. As the RV slips are leased on a
weekly basis, the PVCA first analyzes the annual income based upon estimated
j occupancy in the RV park. The PVCA calculates an annual income of $98,481 (after
paying for bank finance charges) excluding the WWTF installation and operation and
maintenance costs of the WWTF.
In analyzing each of the wastewater treatment options financial feasibility; a Return on
Investment of less than 25% is typically unacceptable for any land development
company, given the risks of site development. Any returns shown to be less than this
would result in the project being scrapped and losses would be incurred on the initial
investment to date..
4.1 Connection to Existing Wastewater Treatment Plant
The nearest sewer connection is the Whittier -Sanitary District facility (NC0087602)
i currently operated by Tuckaseigee Water and Sewer Authority (TWSA) WWTF .The
nearest connection point to this facility is along Thomas Valley Road measured to be
j 3.26 mile from the subject site.
�i
The cost for the internal development sewer collection in the Tinseltown RV Park is not
.included in the PVCA for each disposal option, but it is included in the general
infrastructure costs for the development as the collection system would have to be
implemented with any of the wastewater options.
-= The references utilized for;the cost basis are as follows:
♦ The price for sewer force main line is based upon professional experience
and data collected on, previous regional projects. This data shows the
1 average cost for 8-inch sewer line installation is $38/foot installed. This
price includes' materials and labor. It is assumed this would require two
pump stations (as a result of the headloss in the 3+ miles of piping) and
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
�,; BEA Project No. 313408 Tinseltown RV Park

I�
LJ
1f
several road bores to cross the road. This price does not include any road
re -surfacing as it is assumed the'line could be installed off of the edge of
AL
pavement the entire length. This may or may not be true. Any road
repairs would add significant cost. The price per foot could increase to
over $100 per foot should road re -surfacing be required.
♦ The price for pump stations is based upon professional experience where
1 BEA has engineered similar pump stations to NC state standards. The
$150,000 price includes a diesel backup power generator.
♦ The costs of the impact fees were from TWSA.
As the operation and maintenance of the WWTF, pump stations, and force main would
be performed by TWSA and are of no expense to Wayne Smith, these costs are not
i
included in the PVCA. Sewage rates would be paid by Tinseltown RV Park. However,
the cost of the force main and pump station installation would be assumed by
j� Tinseltown RV Park. The route for the sewer extension analyzed is that shown on
Figure 3 with approximately 3.26 miles (17,213 ft).
The results of the PVCA show that the project loses money if the 3+ mile sewer
extension is required, which would render it not an economically viable option. This
lengthy sewer extension would put undo hardship on the applicant and render his land
investment worthless. The PVCA for this option is provided in Attachment E..
4.2 Individual or Group Septic Systems
I�
Individual and community septic systems are discussed in Section 3.2. Individual
septic systems are determined.to be not a technically feasible option. A community
septic system is an option only with the purchase of additional neighboring property.
While no neighboring properties are available, this option is evaluated for economic
!�! feasibility. The purchase price of $25,000 per acre is determined from local real estate
comparisons for recent tract purchases. It is determined in Section 3.2 that a minimum
of 3.1 acres of land is required for disposal plus additional acreage for set -backs and
— constructability. Assuming property could be purchased, a portion of the Ward tract
(61 acres) would provide the 3.1 acres.
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
T BEA Project No. 313408 Tinseltown, RV Park
I I
12
� J

i
The cost references utilized for the PVCA are as follows:
6 The price for the extended a small aerobic packed media filtration system
is based upon vendor pricing and includes materials, installation labor,
and engineering.
4 The price for the land application drip system' is based upon vendor pricing
and includes materials, labor and engineering.
• Operation and maintenance costs are based upon professional
experience, except for electrical costs which are based upon state
requirements and vendor recommendations.
�t The results of the PVCA analysis demonstrate a Return on Investment of 35.6 %.
' - which would be an economically viable option if land were available for purchase. As
mentioned in Section 3.2, none of the identified adjacent parcels are for sale. In
-' addition, these adjacent properties have not been evaluated to determine unsuitable
soil conditions making this disposal option not technically feasible.
4.3 Reuse Land Application
Individual and group land application systems are determined to not be technically
feasible without additional land purchase. Section 3.3 identifies an additional minimum
of 2.6 acres would be required for disposal and setbacks. Assuming property could be
purchased, a portion of the Ward Tract (3 out of 61 acres) would need to be
'i
purchased.
The on -site collection and pump system are again the same for any of the treatment
options and this cost is not, included in the PVCA, but is considered in the return on
investment analysis. The general infrastructure costs for the collection system in the
development would have to be rimplemented with any of the wastewater options, with
the exception of individual septic systems, and the cost is the same with each option,
except where otherwise noted.
Treatment of the effluent is to be performed by.an extended air package plant system
capable of meeting secondary treatment standards. The package plant effluent is
then distributed to a drip irrigation system located on the Ward tract. The drip system
f
i
Brooks Engineering Associates, P.A.
BEA Project No. 313408
Engineering Alternatives Analysis
Tinseltown RV Park
13

1 �
LJ will have to be dosed by an additional pump station and have a disc filtration and
monitoring system.
The cost references utilized, for the PVCA are as follows:
4 The price for the extended a small aerobic packed media filtration system
is based upon vendor pricing and includes materials, installation labor,
and engineering.
♦ The price for the land application drip system is based upon vendor pricing
and includes materials, labor and engineering.
♦ Operation and maintenance costs are based upon professional
experience, except for electrical costs which are based upon state
requirements and vendor recommendations.
The results show the PVCA demonstrate a 14.9% Return on Investment, rendering
this option as economically, not viable. The increased monitoring costs and wet
weather storage are the primary reasons for this option being less economically
feasible than the subsurface drip system option. However, given that no additional
neighboring acreage is available, this disposal option is rendered not technically
feasible.
4.4 Direct Discharge to Surface Waters
, _J i
j This alternative is identified as technically viable and is analyzed for economic
feasibility. The Present Value of.Costs Analysis is provided as Attachment E.
The proposed treatment technology is a recirculating media filtration unit. The
4 j proposed plant is an E=Z TreatTM system in which septic tank effluent is dosed
approximately 36 times a day over a high surface area synthetic media for aerobic
�I
biodegradation. The technology is capable of attaining tertiary treatment limits. The
system has a dual treatment train to allow for duplicity in the system, and provide
backup treatment in an emergency situation. The system will be equipped with UV
j disinfection. A brochure for this technology provided as Attachment G.
- 9Y � is
Brooks Engineering Associates, P.A. Engineering Alternatives Analysis
BEA Project No. 313408 Tinseltown RV Park
j 14

The references utilized for the PVCA are as follows:
♦ The price for the EZ-Treat system is based upon vendor pricing and
includes, materials, labor, engineering, and backup power.
♦ Operation and 'maintenance costs are based' upon professional
experience, except for electrical costs which are based upon. vendor,
recommendations. (Electrical -costs for the E-Z Treat system are less than
that of an extended air system as there are no blowers).
The results of the PVCA demonstrate this disposal option to be economically viable
with a 28.8% Return on Investment.
4.5 Combinations of Alternatives
As all soil disposal options require the purchase of additional land, which is not
available, no combinations of alternatives are deemed technically or economically
feasible.
Brooks Engineering Associates, P.A.,
BEA Project No. 313408
Engineering Alternatives Analysis
Tinseltown RV Park
15

5.0 FIGURES
1 — Development Site Plan
2 — General Site Location Map and
Discharge Location Map
3 Neighboring Discharge Facility Locations

5.1 DEVELOPMENT SITE PLAN

5.2 GENERAL SITE LOCATION MAP AND DISCHARGE LOCATION MAP

-Dri_ORME
Topo USM 5.0
�
I
$
MIN
r
TINSELTOWN
RV PARK 101.2ACRE3
H
-
Y
WY 1917 27t1
y�
.
Data use subject to license.
v 2004 Del orme. Topo USAM) 5.0. 0 1$0' 360 5401,26 900
www:delorme.com MN (5A° W) Data Zoom 15-1
Scale as shown.
Note: Extracted from Delorme TopoUSA digital geographic data.
SITE LOCATION MAP
FIGURE 2

5.3 NEIGHBORING DISCHARGE FACILITY LOCATIONS

WhiltlerWWTF!
404
F , Tinseltown RV Park.
Thomas Valley,Rd;.Nt 28
Image to 2008 DigitalGlobe "
Q 2008 Tole Atlas .^.,, GooS1e. '
y
35'25'33,6Y N 83'20'05.58" W elev 2027 It Doc 30. 2002 Eye alt 24115 It 4`�

6.0 ATTACHMENTS
Attachment A - Local Government Review Form
Attachment B — Denial Letter from Jackson County
Environmental Health Department
Attachment C — BEA Soil Scientist Report
Attachment D — Drainfield and. Irrigation Required
Acreage Calculations
Attachment E — Present Value Cost Analysis
Attachment F- Engineer's Opinion of Cost for Infrastructure
Attachment G — Proposed Treatment Technology Brochure

ATTACHMENT A
LOCAL GOVERNMENT REVIEW FORM

i
G
Jul.31. 2008 11:02AM Brook's Engineering Assoc. No,0725 P. 2/2
Attachmerit A. Local Government Review Form
Gene gl Statute dvetview North Carolina General Statute 143-215.1 (c)(6) allows input &ojn local govemspents in .tire issuance
of NPDRS Pennies Lot non-mvnicipal domestic wasiewater't,ewment Facilities..,Sper;FM11y, the Environmental Management
Commission (EMC) may not act on an, application for a. new nonr=*cipal domestic wastewater discharge facility until it has
received a wAtten statement from each city acid county government having jurisdiction over any part of the landa on which the
proposed facility and its appurtenances are to be located. The written statement shall document whether the city or county has,a
zoning or subdivision ordinance in effect and (if such an ordinance is in effect). whether:the proposed facility is consistent with the
ordinance. Mie not approve a permit -Application or any a ty w a city or county as determined to be
inconsisiett with zoning or subdivision ordinances unless the approval of such application is determined to have statewide
significance and is in the best interest of the State.
Instructions to Jhc Avto an ; Prior to submitting as application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. Ilse applicant must;
■ Submit a copy of the permit application (with a written request for this form to be completed) to the clerk of the city and
the county by certified trail, return receipt requested
■ If either (or both) local govemment(s) fail(s) to mail the completed form, as evidenced by the postmark on the certified
mail catd(s), within 15 days after receiving and signing for the certified xnail, the applicant may submit the application to
the NPDES Unit.
■ As evidence to the Commission that the local govenunent(s) failed to respond within 15 days, the applicant shall submit a
copy of the certified mail card along with a notarized letter stating that the local govemment(s) failed to respond within the
15-day petiod,
Instructions to the Local Governmetz#; The nearby city and/or county government which may have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances ate to be located is required to complete and return, this
form to the applicant within 15 days of teceipt. The form must be signed and notarized.
Name of local
�At;xr��r G
Does the city/county.have jurisdiction over nap part of the land oa Whitt► the proposed facility and its appurtenances ate to be
located? Yes M No [ ] If no, please sign this forts, have it notarized, and tetum it to the applicant,
Does the city/county have in effect a zoning or subdivision ordinance? Yes p(J No[ ]
If there is a zoning or subdivision ordinance in effect, is the plan for the proposed facility consistem with the ordinance? Yes [�J
No[ ] ' /19
Date g/l�g Signature
Eli
State ofAln A 66 -715jW6L- County of e, k X0
On this. s "r - day df A U CJ 2 personally appeared before me, the said
to me known and known to me to be the person described in
and who executed the foregoing document and he (or she) acknowledged that he (or she) executed the same and being duly sworn
by me, made oath that the statements in the foregoing document are true.
My Commission expkes - % - ail) 0 .(Signature of Notary Public) //JOA
Notary Pub (Of di Seal).
EAA Guidance Document Version: June 23, 2005
k
07-31-2008 10:56
PACE2

ATTACHMENT B
DENIAL LETTER FROM JACKSON COUNTY
ENVIRONMENTAL HEALTH DEPARTMENT

qCt,C- b•-Q-f1� Q -t*1 A j , 9D r1.,P.CVLt njQ f-& oil R Wt2fzt `.Q Q- Ll�i1i
COMMUNITY SERVICE CENTER - 538 SCOTTS CREEK ROAD, SUITE 100 - SYLVA. NC 28779
TEL! 828-586-8994 - FAX: [phone]
PAUTA G. CAIZDEN
DIRECTOR
July 1, 2008
Re: Application kin- improvement permit for Wayne Smith for 10 RV Camper sites
PIN 7612-49-4735
Dear Mr. Smith
The Jackson County Health Department, Fnvironmental Health Division on July 1, 2008
evaluated the above -referenced property at the site designated on the plat/site plan that
accompanied your improvement permit application. According; to your application the site is to
serve ten RV camper sites with a flow of 1000 gallons per day. The evaluation was done in
accordance with the laws and rule, governing wastewater systems in North Carolina General
Statute 130A-333 including related statutes and Title 15A, Subchapter 1 HA, ol'the North
Carolina Adi-ninistrative Code, Rule. 1900 and related rules. -
R, sed on the criteria set out in Title 1 SA, Subchapter 18A, of the North Carolina
Administrative Code, Rules .1940 through .1948, the evaluation indicated that the site is
UNSUITABLE for a ground absorption sewage system. Therefore, your request for an
improvement permit is DENIED. A copy ol'tlie site evaluation is enclosed. The site is
unsuitable based on the following:
[Unsuitable soil topography and/or landscape position (Rule .1940)
X_ Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
_ Unsuitable soil wetness condition (Rule .1942)
X Unsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
7 Insufficient space for septic system mid repair area (Rule .1945)
X Unsuitable for meeting required setbacks (Rule .1950)
Other (Rule .1946
These severe soil or site limitations could cause premature system failure, leading to the
discharge of untreated sewage on the ground surface, into surface waters, directly to ground
water or inside your structure. The space was extremely limited alter all of the required setbacks
were taken into consideration.
The site evaluation included consideration ol'posihle site modifications, and tnodi lied,
innovative or alternative systems. TTowever, the Health Department has determined that none of
the above options will overcome the severe conditions on this site. A possible option might be a
system designed to dispose of sewage to another area ol'suitable soil or off -site to additional
_ property_
777,.., J TC _ Grit Afifi7_7fil- 1 ril

For the reasons set. out above, the property is currently classi lied UNSUITABLE, and no
-- improvement permit shall be issued for this site in accordance with Rule .1948(c).
However. the site chL�sified as UNSUITABLE may be classified as PROVISIONALLY
SUITABLE if written documentation is provided that meets the requirements of Rule .1948(d).
A copy of this rule is enclosed. You may hire a consultant to assist you ii'you wish to try to
develop a plate under which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal
review by the sail scientist or environmental health supervisor at the local health department.
You may also request in informal review by the N.C. Department of Environment and Natural
Resources regional soil specialist. A request for informal review must be made in writing to the
local health department.
You also have a right to a formal appeal of this decision. To pursue a fornial appeal, you
must file a petition for a contested case hearing with the Office of Administrative Hearings. 6714
Mail Center, Raleigh, N.C. 27699-6714. To get a copy of a petition form, you may write the
Offce of Administrative Hearings or call the office at [phone] or ITimn the OAIJ web site
at. petition for a contested case hearing must be tiled in
accordance with the provision of North Carolina General Statutes 130A-24 and 1 S0B-23 and all
other applicable provisions of Chapter 15013. N.C. General Statute 130A-335 (g) provides that
— your hearing would be held in the county where your property is located.
Please note: if you wish to pursue a Ibrmal appeal, you must file the petition form with
the 011ice of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS
LETTER The date of this letter is July 1, 2008. Meeting the 30 day deadline is critical to your
- right to a formal appeal. Beginning a formal appeal within 30 days will not interfere with any
informal review that you might request. Do not wait for the outcome of any informal review if
you wish to file a fbrrma.l appeal.
_ If you file a petition for a contested case hearing with the Office of Adillinistrative
Hearings, you are required by law (N.C. General Statute 15013-23) to send a copy of your
petition to the North Carolina Department of F.nvirotmient and Natural Resources. Send the copy
_ to: Office of General Counsel, N.C. Department of Envirottnient and Natural Resources, 1601
Mail Service Center, Raleigh, N.C. 27699-1601. Do NOT send the copy of the petition to your
local health department. Sending a copy of your petition to the local health department will NOT
satisfy the legal requirement in N.C. General Stta -ute 150B-23 that you send a. copy to the Office
o l' General Counsel, N C:DENR.
You may call or write the local health department if you need any additional information
or assistance.
Sincerely,
Tonya M. Howell RS
Environmental Health Program Specialist
Friel.: (Enclose copy of site evahtation)
(Copy ol'Rule .1948)
C1=C,W,J 70! am CtfarA7_7!a_ 1 fa

i ttW-,n Nord: Authority G_ 1. 130A-335(e);
l fj, July 1, 1982;
Amended iro. January 1, 19.90.
ISA NCAC 18A .1947 DETERMINATION OF OVERALL SITE SUITADILITY
All of the criteria in Rules .1940 through .1946 of this Section shall be determined to be SUMABLF., PTZ0VfST0NAI.I.Y
SUITABLE, or UNSUITABLE, as jndicated, if all criteria two classified the same, that classification will prevail. Where
there is a variation in classification of the several criteria, the most limiting uncotreolable characteristics shall be used to
determine the overall site classification,
History Note: Autharity G.S. 130A-335(c);
Eff- July 1, 1982;
Amended E,Q'.' January 1, 1990.
15A NCAC 18A .1948 SITE CLASSIFICATION
j (a) Sites classified as SUITABLE may be utilizod for a ground absorption sewage truatmeitt and disposal system consistent
with these Rules. A suitable classification generally indicates soil and site conditions favorable for the operation of a ground
absorption sewage treatment and disposal system or have slight limitations that are readily overcome by proper design and
! installation.
(b) Silos classified as PROVISIONALLY SUITA131.8 may be utilized !bra ground absorption sewage treatment and disposal
r system consistent with these Rules but have moderate limitations. Sites classified I'mvisionally Suitable require some
modifications and careful planning, design, and installation in order for a ground absorption sewage treatment and disposal
system to function satisfactorily,
- (c) Sites classified UNSUITABLE bavo severe limitations for the installation and use of a properly functioning ground
r, absorption sewage treatment atld disposal system. An improvement permit shall not be issued for a silo which is classified as
1' 1NSUITA13i.F, Howover, when; a site is UNSUITAULE, it maybe reclassified PROVISIONALLY SUITABLE if a special
investigation indicates that a modified or alternative system can bo installed in accordance with Rules .1956 or . ] 957 of this
Section.
r—� (d) A site classified as UNSUITA UXI may be used f'or a ground absorption sewage treatment and disposal system
specifically identified in Rubs .1955, ,1956, or .1957 of this Section or a,syslom approved under Rule .1969 if written
documentation, including migineering, hydrogeologie, geologic orsoil studies, indicates to the local health department that the
proposed system can be expeolud to function satisfactorily. Such silos shall be reclassified as PROVISIONALLY
SUITABLE if the local health department determines that tho substantiating data indicate that:
(1) a ground absorption system can be installed so that the; effluent will be non-pathogenic, non-infectious,
non -toxic, and non -hazardous;
(2) the effluent will not contaminate groundwater or surface water, and
5 ,y (3) the effluent will not be exposed on the ground surface or be discharged to stuface waters w)terc it could
come in contact with people, animals, or vectors.
The State shall review the substantiating data if requested by the local health departrntnt.
1HYfory Note: Authority G.S. 130A 33S(e);
E,,.: July 1, 198a;
Amended E,Q'.' April 1, 1993; January 1, 1990,
�i
j
ISA !NCAC 18A .i949 SEWAGE FLOW RATES FOR DESIGN UNITS
(a) 'in determining the volume of sewage from dwelling units, the flow rate shal be 120 gallons per day per bedroom. The
minimum volume of sewage from each dwelling unit shall be 240 gallons per day and each additiontd bedroom above,two
bedrooms shall increase the volume of sewage; by 120 gallons per day. In determining the number of bedrooms in a dwelling
unit, each bedroom and any other room or addition that can reasonably be expected to function as a bedroom shall be
19
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JACKSON COUNTY DEPARTMENT OF PUBLIC HEALTH
;Elll=NCA= NUMBER
21- - I MPROVEMENT
—;ILICANT-
Givil"11-1 WAYNE,
5 1 0 R 11) (-;
SYLVO NE13877?
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"CIFICATIONS:
CAMF'ER SITFS J. THRU 1.0
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06. It).. 013 761'2-49—A-77-5
OWNER:
SMITH, WAYNE-t`
!-'pl BRIDGE ST2
SYLVA NC
'.?A—/7c?
HWY 74 TO W11,11ONT RD-1ST RIGHT
RECEIPT: SIGNATURE
010 3364
The abova signature IndicatBe that I have read, understood and concur with all provIslona and Information as outilned an the back.
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ATTACHMENT C
BEA SOIL SCIENTIST REPORT

BROOKS
Engineering . , 17 Arlinghoh street
:� Associate - Asheville' nic 28801
4
P: 828.232:4700 `.
Land Planning• Civil Engineering Surveying..; Environmental Services F. 828.232.1331 '
- _ ,_ -August 14, 2008
Wayne Smith
f 51 Bridge Street # B'
Sylva, NC 28779
Regarding: Report of Findings
NPDES Permitting &.Wastewater System Engineering
Thiseltown RV Park '
F—I :Jackson County NC -
BEA Project�No..313408
Dear Mr. Smith:
j -
`_ ..
BEA has concluded'a detailed soils investigation of the area proposed for an on -site
wastewater treatment system'for Tinseltown RV Park, a proposed RV park in Jackson `
County identified in Deed Book/Page 1'589/380.Lot D.' The purpose of the study was to
find areas suitable for subsurface disposal or surface irrigation. The fifeld evaluation was
performed outside of setback requirements from the Tuckasegee River, a. small stream on.
the property, and`tlie railroad tracks:
Five soil borings were advanced using a 3-inch hand auger.and a sharpshooter shovel. A
Suunto clinometer was used to measure soil slope.
Recommendations are based on, but not limited to, observations, made and data collected
on topography, landscape position, parent material,, underlying geology, presence and
depth of fill dirt, and natural soil characteristics. Soil characteristics include, but are not .
i limited to, depth to a seasonal high water table, (SHWT), depth to a'restriciive horizon,
total soil depth, soil horizonation, soil structure, soil color, clay mineralogy, bulk density;
r consistence; plasticity, stone content, and percent sand,: silt, clay, and mica: They follow
j the guidelines set forth in;the North Carolina Laws and Rules for Sewage Treatment and "
Disposal Systems, laws amended effective December 49,-2001, and -rules amended `
effective June 1, 2006. in addition they follow the guidelines set forth.in the North
Carolina Administrative Code -Waste Not Discharged to Surface Waters; Title "1 SA
DENR, Subchapter 2T, Section . 0100 through. 0600. Amended September 1, 2006,
j Grading which occurs subsequent to this fieldwork renders the soil investigation in the
graded area null and void.

1 7
RESULTS
The landscape is, a floodplain bounded by the. Tuckasegee. River to the north and -Smoky
Mountain Railroad to the south. The floodplain contains fill dirt,ranging 15 to 27 inches
.I_ thick. Below the fill dirt, the -naturally occurring soil contains a SHWT. ;The entire site
was determined to be -unsuitable due`to setback conditions,' inconsistent soil'properties of .
the fill material, and a SHWT in the'natural soil below the fill dirt.
.Thank you for the opportunity to.providethis soils information_ to you. If you have
questions, please feel free to contact,me.
Sincerely, $ ' qQ C�h^2A
-Brooks Engineering Associates. PA
John B. Allison, LSS
Senior Soil Scientist 1066.
References:
n L . NationaI Resources Conservation Service, National Soil Survey Center. 1998. Field Bookfor
I i Describing and Sampling Soils. United States'Department of Agriculture. Lincoln, Nebraska.
l_, ,
2. North, Carolina Department of Environment, Health, and Natural Resources, Division of Environmental
Health, On -Site Wastewater Section. 1996. On -Site Wastewater Management: Guidance Manual.
. P.O. Box 27687, Raleigh, NC, 27611-7687.
3. North Carolina Department of Environment, Health; and Natural Resources, Division of Environmental
` Health, On -Site, Wastewater Section. 1998. Laws and Rules for Sewage Treatment and Disposal ,
l_ System. P.O. Box 27687, Raleigh, NC, 27611-7687.
4. Soil Survey Staff, Soil Conservation Service. 1993. Soil Survey Manual. United States Department of
Agriculture Handbook No. 18. United States Department of Agriculture, Washington, D.C.
1 I •
I ,
Mr. Wayne Smith Tinseltown.RVPark
^� Tinseltown RV Park 2 Permitting and Wastewater Engineering

ATTACHMENT D
DRAINFIELD & IRRIGATION FIELD REQUIRED
ACREAGE CALCULATIONS

Brooks Engineering Associates
www.brooksea.com 17 Arlington St. Asheville, NC 28801 ph.828.232.4700 fx.828.232.1331
Land Planning Civil Engineering Surveying Environmental Services
L f Project Name / Project Number8
gy �� Date / / l/ J Sheet of
Subject �y✓� �����5��%���I i L�6L�l����

ATTACHMENT E
PRESENT VALUE COST ANALYSIS

Tinsel Town RV Park Development
Jackson County, NC
Present Value Cost Analysis of Feasible Alternatives
ESTABLISHMENT OF DEVELOPMENT COSTS WITHOUT SEWER TREATMENT & DISPOSAL
Subdivision Infrastructure Costs (refer to Engineering Opinion of Cost)
Item Units No. Units Cost/Unit Cost
�i Construction Costs from EOC $426,135
i
Land Acquisition Costs
From Closing in 2005
Present Value of Acquisition Cost (since 2005 @ EPA disc. rate)
Total Costs without wastewater treatment & disposal
Number of Rental Spaces
Cost/Unit
Income Estimate
Rental Price per space per Week
Operational Cost per space per Week
Net Income per Space per week
Peak Season Occupancy (June, July August, Sept, Oct)
Off Season Occupancy
Average Occupancy
Incomce per Year
j Cost of Finance (6.5% bank rate)
Net Annual Income
Years to Pay off Debt
t
acres cost/ acre
11.41 $17,528
$200,000
$230,699
$626,135
42
$14,908
$200
$50
$150
80%
10%
39%
$128,310
$29,829
$98,481
6
Brooks Engineering Associates, P.A. P. 1 of 5

I Connection to Existing Sewer System Option - Whittier WWTF
Item Units No. Units Cost/Unit Cost
Construction
Installation of Gravity Sewer Line - Offsite
Installation of Force main Line
Installation of Pump Stations
Underground Road boring
Easements & Legal fees
TWSA Allocation Fee ($9/gpd)
Engineering & Carry Costs
Annual Finance Charge ("Carry") @ 6.5% of land costs
(1 year during planning and construction of sewer extension)
Engineering, Surveying & Permitting Fees
Operation & Maintenance (Pump Stations)
Contract O&M (included above)
Electricity & Parts (included above)
PRESENT VALUE ANALYSIS FOR SEWER EXTENSION SCENARIO
Present Value (PV) = Co + Zn C,1(1+rf
where: Co = Initial Costs in present year
Ct = costs incurred in time t
t = time period after present year
n = ending year of facility life
r = current EPA discount rate
Year Expenditure
0 Original Land Acquisition & Development Costs
1 Cost of Sewer Extension
2 O&M
3 O&M
4 O&M
5 O&M
6 O&M
7 O&M
8 O&M
9 O&M
10 O&M
1 0&M
11 O&M
12 O&M
13 0&M
14 O&M
15 O&M
16 O&M
17 O&M
18 O&M
19 O&M
20 O&M
Return on Investment Analysis
Number of spaces
20 year Cost PV
20 Year Income PV
Return on Investment
feet
0
$151.5
$0
feet
17213
$38
$654,094
each
2
$150,000
$300,000
per crossing
4
$6,000
$24,000
subtotal
$978,094
per
4200
$9
$37,800
per year $13,000.00
$65,000
$0.00
$0.00
4.875%
Cash
Incremental
Cost PV
Total
Cost PV
Incremental
Income PV
Total
Income PV
$626,135
$626,135
$626,135
$98,481
$1,093,894
$1,043,046
$1,669,181
$93,903
$93,903
$0
$0
$1,669,181
$89,538
$183,441
$0
$0
$1,669,181
$85,376
$268,816
$0
$0
$1,6699181
$81,407
$350,223
$0
$0
$19669,181
$77,623
$427,847
$0
$0
$19669,181
$74,015
$501,861
$0
$0
$19669,181
$70,574
$572,436
$0
$0
$19669,181
$67,294
$639,729
$0
$0
$1,669,181
$64,166
$703,895
$0
$0
$1,669,181
$61,183
$765,078
$0
$0
$19669,181
$93,903
$858,981
$0
$0
$1,669,181
$58,339
$917,320
$0
$0
$1,669,181
$55,627
$972,947
$0
$0
$1,669,181
$53,041
$1,025,988
$0
$0
$1,6699181
$50,576
$1,076,564
$0
$0
$1,669,181
$48,225
$1,124,789
$0
$0
$1,669,181
$45,983
$1,170,772
$0
$0
$1,669,181
$43,846
$1,214,618
$0
$0
$1,669,181
$41,808
$1,256,425
$0
$0
$1,669,181
$39,864
$1,296,290
$0
$0
$1,6699181
$38,011
$1,334,301
42
$1,669,180.53
$1,334,300.67
-25.10%
Brooks Engineering Associates, P.A. p. 2 of 5

,j
1
II Community Subsurface Drip System
i
Item
Units
No. Units
CostlUnit
Cost
Land Acquisition
Initial Purchase (Ward Tract)
acres
3
$25,000
$75,000
Subtotal
$75,000
Construction
4200 gpd WWTP
per
4200
$12
$50,400
Irrigation Controls & Pumping system
per
4,200
$8
$33,600
Transfer piping to irrigation fields
ft.
3,500
$12
$42,000
Irrigation line and heads
a ft.
33,750
$2.50
$84,375
Subtotal
$210,375
- Annual Operation & Maintenance
Recommended operator checks
per visit
4
$150
$600
- Laboratory
per visit
4
$200
$800
Pump outs
per visit
1
$500
$500
Electrical
per month
12
$150
$1,800
Subtotal
$3,700
5 Year Capital Improvements
Pump & line repairs
Estimate
1
$5,000
$5,000
-y Salvage Value (20% of original cost)
$42,075
PRESENT VALUE ANALYSIS FOR LAND APPLICATION SCENARIO
Present Value (PV) = Co + yu C,1(1+r)t
where: Co = Initial Costs in present year
Ct= costs incurred in time t
t = time period after present year
n = ending year of facility life
r = current EPA discount rate
4.875%
-
Incremental
Incremental
Year Expenditure
Cash
Cost PV
Income PV
0 Original Land Acquisition & Development Costs $626,135
$626,135
$98,481
1 System Construction
$210,375
$200,596
$93,903
2 O&M
$3,700
$3,364
$89,538
3 O&M
$3,700
$3,208
$85,376
4 O&M
$3,700
$3,059
$81,407
5 O&M
$3,700
$2,916
$77,623
i 6 O&M & Capital Improvements
$8,700
$6,539
$74,015
7 O&M
$3,700
$2,652
$70,574
8 O&M
$3,700
$2,528
$67,294
- 9 O&M
$3,700
$2,411
$64,166
10 O&M
$3,700
$2,299
$61,183
11 O&M & Capital Improvements
$8,700
$5,154
$58,339
12 O&M
$3,700
$2,090
$55,627
_ 13 O&M
$3,700
$1,993
$53,041
14 O&M
$3,700
$1,900
$50,576
15 O&M
$3,700
$1,812
$48,225
16 O&M & Capital Improvements
$8,700
$4,062
$45,983
17 O&M
$3,700
$1,647
$43,846
18 O&M
$3,700
$1,571
$41,808
19 O&M
$3,700
$1,498
$39,864
20 O&M - Salvage Value
-$38,375
-S14,812
$38,011
-�
Present Value Cost
$862,620
$1,338,878
Return on Investment Analysis
_
Number of spaces
42
_ 20 year Cost PV
$862, 620.25
20 Year Income PV
$1,338,878.43
Return on Investment
35.57%
Brooks Engineering. Associates, P.A.
p. 3 of 5

III Reuse Land Application
Item
Units
No. Units
Cost(unit
Cost
Land Acquisition
Initial Purchase (Ward Tract)
acres
3
$25,000
$75,000
Subtotal
$75,000
Construction
4200 gpd WWTP
per
4200
$12
$50,400
5-day lined upset pond
gal
21000
$0.25
$5,250
30-day Wet weather storage pond
gal
126000
$0.25
$31,500
Irrigation Controls & Pumping system
per
4,200
$8
$33,600
-- i Transfer piping to irrigation fields
ft.
3,500
$12
$42,000
Irrigation line and heads
lin. fC
33,750
$2.50
$84,375
Subtotal
$247,125
Annual Operation & Maintenance
Recommended operator checks
per visit
365
$35
$12,775
Laboratory
per visit
12
$200
$2,400
Pump outs
per visit
1
$500
$500
Electrical
per month
12
$150
$1,800
Subtotal
$17,475
5 Year Capital Improvements
Pump & line repairs
Estimate
1
$5,000
$5,000
Salvage Value (20% of original cost)
S49,425
PRESENT VALUE ANALYSIS FOR LAND APPLICATION SCENARIO
Present Value (PV) = Co + En Ctl(9+r)t
where: Co = Initial Costs in present year
Ct= costs incurred in time t
t = time period after present year
n = ending year of facility life
r = current EPA discount rate
4.875%
-
Incremental
Incremental
Year Expenditure
Cash
Cost PV
Income PV
0 Original Land Acquisition & Development Costs
$626,135
$626,135
$0
1 System Construction
$247,125
$235,638
$93,903
2 O&M
$17,475
$15,888
$89,538
3 O&M
$17,475
$15,150
$85,376
4 O&M
$17,475
$14,445
$81,407
5 O&M
$17,475
$13,774
$77,623
6 O&M & Capital Improvements
$22,475
$16,891
$74,015
7 O&M
$17,475
$12,523
$70,574
8 O&M
$17,475
$11,941
$67,294
9 O&M
$17,475
$11,386
$64,166
j 10 O&M
$17,475'
$10,857
$61,183
11 O&M & Capital Improvements
$22,475
$13,314
$58,339
12 O&M
$17,475
$9,871
$55,627
13 O&M
$17,475
$9,412
$53,041
_
14 O&M
$17,475
$8,974
$50,576
l 15 O&M
$17,475
$8,557
$48,225
16 O&M & Capital Improvements
$22,475
$10,494
$45,983
17 O&M
$17,475
$7,780
$43,846
18 O&M
$17,475
$7,419
$41,808
19 O&M
$17,475
$7,074
$39,864
i 20 O&M - Salvage Value
-$31,950
-$12,332
$38,011
Present Value Cost
$1,055,191
$1,240,398
Return on Investment Analysis
Number of spaces
42
20 year Cost PV
$1,055,191.44
r-- 20 Year Income PV
$1,240,39R89
Return on Investment
14.93%
Brooks Engineering Associates, P.A. p. 4 of 5

IV Surface Discharge WWTP
Item
Units
No. Units
Costfunit
Cost
- Land Acquisition
Initial Purchase (Ward Tract)
acres
0
$25,000
$0
Subtotal
$0
Construction
4200 gpd VAWP
per
4200
$12
$50,400
Subtotal
$50,400
- Annual Operation & Maintenance
' Recommended operator checks
per visit
365
$35
$12,775
1 Laboratory
per visit
12
$200
$2,400
Pump outs
per visit
1
$500
$500
Electrical
per month
12
$150
$1,800
Subtotal
$17,475
5 Year Capital Improvements
Pump & line repairs
T;
Estimate
1
$5,000
$5,000
Salvage Value (20% of original cost)
$10,080
PRESENT VALUE ANALYSIS FOR LAND APPLICATION SCENARIO
Present Value (PV) = Co + _ Ctl(1+r)t
where: Co = Initial Costs in present year
-Ct= costs incurred in time t
t = time period after present year
n = ending year of facility life
r = current EPA discount rate
4.875%
Incremental
Incremental
Year Expenditure
Cash
Cost PV
Income PV
0 Original Land Acquisition & Development Costs $626,135
$626,135
$0
1 System Construction
$50,400
$48,057
$93,903
-`, 2 O&M
$17,475
$15,888
$89,538
3 O&M
$17,475
$15,150
$85,376
4 O&M
$17,475
$14,445
$81,407
5 O&M
$17,475
$13,774
$77,623
6 O&M & Capital Improvements
$22,475
$16,891
$74,015
7 O&M
$17,475
$12,523
$70,574
8 O&M
$17,475
$11,941
$67,294
9 O&M
$17,475
$11,386
$64,166
10 O&M
$17,475
$10,857
$61,183
11 O&M & Capital Improvements
$22,475
$13,314
$58,339
12 O&M
$17,475
$9,871
$55,627
13 O&M
$17,475
$9,412
$53,041
14 O&M
$17,475
$8,974
$50,576
15 O&M
$17,475
$8,557
$48,225
16 O&M & Capital Improvements
$22,475
$10,494
$45,983
17 O&M
$17,475
$7,780
$43,846
18 O&M
$17,475
$7,419
$41,808
^i 19 O&M
$17,475
$7,074
$39,864
4 20 O&M - Salvage Value
$7,395
$2,854
$38,011
Present Value Cost
$882,797
$1,240,398
Return on Investment Analysis
Number of spaces
42
20 year Cost PV
$882, 797.22
20 Year Income PV
$1,240,397.89
Return on Investment
28.83%
Brooks Engineering Associates, P.A.
P. 5 of 5

ATTACHMENT F
ENGINEER'S OPINION OF COST

Tinseltown RV Park - Master/Development Plan Phase Opinlon of Cost
BEA Project#
313408
QTY UNIT
PRICE/UNIT
EXTENDED
EARTHWORK - GRADING
CLEARING & GRUBBING
3.14 ACR
$2,000.00
$6,280.00
DEMOLITION
TRASH/DEBRIS REMOVAL
1 LS
$100,000.00
$100,000.00
EXCAVATION
CUT AND FILL
2000 CY
$3.00
$6,000.00
BORROW FILL
2000 CY
$6.00
$12,000.00
STRIP TS & PLACE ON SITE
0 CY
$2.00
$0.00
FINE GRADING
1200 SY
$4.00
$4,800.00
STAKING/FIELD ENGINEERING
1 LS
$12,000.00
$12,000.00
SUBTOTAL GRADING
$141,080.00
QTY UNIT
PRICE/UNIT
EXTENDED
EROSION CONTROL
CONSTRUCTION ENTRANCE
WASHED STONE
45 TN
$25.00
$1,125.00
FILTER FABRIC
83 SY
$2.00
$166.00
SILT FENCE
1680 LF
$3.00
$5,040.00
INLET PROTECTION @ C.B.
0 EA
$175.00
$0.00
DIVERSION DITCHES
1680 LF
$3.20
$5,376.00
CHECK DAMS
0 EA
$150.00
$0.00
SEDIMENT TRAPS
1 EA
$6,000.00
$6,000.00
DETENTION BASINS
0 EA
$20,000.00
$0.00
MAINTENANCE
1 LS
$15,000.00
$15,000.00
GRASSING - TEMPORARY
3.14 ACR
$1,500.00
$4,710.00
SUBTOTAL EROSION CONTROL $37,417.00
TOTAL GRADING $178,497.00
1

Tinse/town RV Park - Master/Development Plan Phase Opinion of Cost
BEA Project#
313408
QTY UNIT PRICE/UNIT EXTENDED
STORM DRAINAGE
PIPE
12" RCP
0 LF
$20.00
$0.00
15" RCP
0 LF
$22.00
$0.00
18" RCP
55 LF
$24.00
$1,320.00
24" RCP
0 LF
$30.00
$0.00
30" RCP
0 LF
$38.00
$0.00
36" RCP
0 LF
$48.00
MOO
42" RCP .
0 LF
$60.00
$0.00
48" RCP
0 LF
$74.00
$0.00
54" RCP
0 LF
$0.00
$0.00
60" RCP
0 LF-
$0.00
$0.00
66" RCP
0 LF
$0.00
$0.00
.72" RCP
0 LF
$0.00
$0.00
FES 12"
0 EA
$0.00
$0.00
FES 15"
0 EA
$450.00
$0.00
FES 18"
2 EA
$500.00
$1,b00.00
FES 24"
0 EA"
$600.00
$0.00
FES 30"
0 EA
$700.00
$0.00'
FES 48"
0 EA
$750.00
$0.00
HW 12"
0 EA
$0.00
$0.00
HW 15"
0 EA
$0.00
$0.00
HW 4'
0 EA
$0.00
$0.00
HW 24"
0 EA
$0.00
$0.00
HW:30"
0 EA
$0.00
$0.00
HW 36"
0 EA
$0.00
$0.00
HW 42"
0 EA
$0.00
$0.00
HW 48"
0 EA
$0.00
$0.00
HW 54"
0 EA
$0.00
$0.00
HW 60"
0 EA
$0.00
$0.00
HW 66"
0 EA
$0.00
$0.00
HW 72"
0 EA
$0.00
$0.00
CONCRETE COLLARS
0 EA
$0.00
$0.00
0 EA
$0.00
$0.00
RIP RAP
24 TN
$30.00
$720.00
WASHED STONE
0 TN
$25.00
$0.00
FILTER FABRIC
0 SY
$2.00
$0.00
SD PIPE SUBTOTAL $3,040.00
2

i
Tinse/town RI/Park - Master/Deve%pment Plan Phase Opinion of Cost
BEA Project#
313408
DEPTH(IN) QTY UNIT
PRICE/UNIT
EXTENDED
PAVING f
HEAVY DUTY ASPHALT 4268 SY
1
ABC STONE 8 1878 TN
$15.00
$28,168.80
l_ #
H-BINDER 2 469 TN
$36.00
$16,901.28
1-2 2 448 TN
$38.00
$17,029.32
!
SUBTOTAL HD ASPHALT
$62,099.40
PEA GRAVEL LOT PAD, 42 EA
$300.00
$12,600.00
i
TOTAL PAVING
$74,699.40
i {
QTY UNIT
i
PRICE/UNIT
EXTENDED
^i
UTILITIES
WATER
-
3/4" RV SERVICE 42 EA
$225.00
$9,450.00
1" DOMESTIC SERVICE 1718 LF
$13.00
$22,334.00
1-1/2" DOMESTIC SERVICE 0 LF
$15.00
$0.00
BLOW -OFF ASSEMBLY; 1 EA
$1,500.00
$1,500.00
1 WELL WITH STEEL CASING TO 50' 1 LS
$15,000.00
$15,000.00
PUMP WITH HYDROPNEUMATIC 1 LF
$10,000.00
$10,000.00
J
TANK
SUBTOTAL WATER
$58,284.00
SANITARY SEWER COLLECTION
RV SEWER CONNECTION' 42 EA
$100.00
$4,200.00
6" GRAVITY SYSTEM W/ CLEANOUTS 1600 LF
$18.00
$28,800.00
I
SUBTOTAL SANITARY SEWER COLLECTION
$33,000.00
TOTAL UTILITIES
$91,284.00
("
*UTILITY ESTIMATE DOES NOT INCLUDE TREATMENT METHOD FOR WASTE WATER
I
I
i
i
i
3

Tinse/town RV Park - Master/Development Plan Phase Opihlon of Cost BEA Project#
313408
ELECTRIC
30 AMP GFC CONNECTION LOT SERVICE
42 EA
$500.00 # $21,000.00
LANDSCAPING'
$8,000.00
! f
AMENITIES (PLANGROUND & PICNIC AREA)
=__ ____________________
$5,000.00
r
PROJECT SUBTOTAL
'
$360,520.40
i
--'
SITE CONSTRUCTION MANAGEMENT (OH
2%
$7,210.41
f '4
7
f i
ENGINEERING/SURVEYING, SERVICES
6%
$21,631.22
1
PROJECT CONTINGENCY
10%
$36,773.08
I
GRAND TOTAL CONSTRUCTION COST'
i
$426,136.11
f i
i
r-,
1
'
1^I
j
i
4

ATTACHMENT G
PROPOSED TREATMENT TECHNOLOGY BROCHURE

E-Z Treat System Components
xe-uircutation Yump
By -Pass Valve
Spin Filter 'Return Line
Discharge Pump
8
I'

,_ �----j-
----- --�--
--- E-Z Treat Flow Diagram -
-------T---------
--
i
r _
f _
� Media Filter_.
Filter Bed Spray Lines
1 1/2 in. Filter Supply Line —f i
Spin Filter Return Line
Spin Riter Row Control Valve- Effluent Filter 4 in. Filter Return Line
I _
Baffled Septic Tank ..
j
Two Compartment
Tank
-��
Sample Box Spin Filter
Discharge, Sample Valve_
Filter Return Flow By -Pass Valve j

EPA Design Guidelines
Onsite Wastewater Treatment
Recirculating Sand/Media Filters
Figure 1. Typical Recirculating sand filter system
Inflow 110.
' Concrete or
f liner enclosure
------------- Distribution lines
Septic tank O%A
l eG�cc`�SaGie "
Filter
$ : ��::'.�w � rid effluen
° t fsts'1a
•
Outflow
t- �-
i
Sall float Open sand filter Underdrain
valve
—Pump
Recirculationldosing tank
Design
:Many types of media are used in packed -bed filters. Washed, graded sand was
the most common, but pea gravel has generally replaced it in recent times. Other
granular media used include crushed glass, garnet, anthracite, plastic,
expanded clay, expanded shale, open -cell foam, extruded polystyrene, and
bottom ash from coal-fired power plants. Coarse -fiber synthetic textile materials
are also used.

Both coarse sand and fine gravel are used as filter media.
2
Based on forward flow, daily hydraulic loadings are typically about 3 gpd/ft (2 to
5 gpd/ft2) when the filter media is coarse sand. -Therefore, the corresponding
combined daily filter hydraulic loading, including�the recirculated flow, may be 6
'
to 25 gpd/ftZ. Where gravel is used as the media, the daily hydraulic loadings are
increased to as much as 10 to 15 gpd/ft2 with a',combined daily loading of 30 to
P,1
75 gpd/ft . about 5 Ib/1000 ft2 per day(0.024 kg/m per day) where the effective
size is approximately 1.0mm and the dosing rate is at least12 times per day.
Higher loadings have been measured in short-term studies, but designers are
i !
cautioned about exceeding this loading rate until quality -assured data confirm
these higher levels.
The BODSloading should decrease with decreasing effective size of the
sand.
Because of the larger pore size and greater permeability, gravel filters can be
loaded more heavily.BOD5 loadings of 20 Ib/1000 ft2 per day (0.10 kg/m2 per
� �
day) have been consistently successful, but again higher loadings have been
{
measured.
Small dose volumes are preferred because the flow through the porous media
will occur under unsaturated conditions with higher moisture tensions. Better
�- wastewater media contact and longer residence times occur under these
conditions. Smaller dose volumes are achieved by increasing the number of
doses per day.
The recirculation ratio increases the hydraulic loading without increasing the
organic loading. For example, a 4:1 recirculation ratio results in a hydraulic
loading of five times the design flow (1 part forward flow to 4 parts recycled flow).
The increased hydraulic loading reduces the residence time in the filter so that
recirculation is necessary to achieve the desired treatment. Typical recirculation
ratios range from 3:1 to 5:1. As the permeability of the media increases, the
recirculation ratio may need to increase to achieve the same level of treatment.
Media characteristics can limit the number of doses possible. Media re -aeration
must'occur between doses. As the effective size of the media decreases, the
! time for drainage and re -aeration of the media increases. Re -circulating sand
filters dose 2 to 3 times per hour (48 to 72times/day).
Recirculation tank sizing
_1 For single-family home systems, the recirculation tank is typically sized to be
�,- equal to 1.5 times the design peak daily flow.
li

Ii
Recirculating filter performance
aSingle-family home filters. Sand media: es = 0.3 mm; uc = 4.0. Average
loadings = 0.9 gpd/ft2 (forward flow) / 1.13 lb BOD/1,000 ft2-day. Recirculation
ratio= 3:1. Dosed 4-6 times per hour. Open surface.
Single-family home filters. Sand media: es =1 mm; uc = <2.5. Design hydraulic
loadings = 3.54 gpd//ft2 (forward flow). Actual flow not measured. Recirculation
ratio = 3:1. Doses per day = 24.
C
Single-family home filters. Sand media: es =1.2 mm; uc = 2.0. Maximum
hydraulic loading forward flow )= 3.1 2
y g ( )- gpd/ft .Recirculation ratio = 3:1-4:1.
d Dosesper day = 48.
Single-family home filters. Gravel media: es = 4.0 mm; uc = <2/5. Design
hydraulic loading (forward flow)= 23.4 gpd/ft2. Recirculation ratio = 5:1. Doses
perday = 48. Open surface, winter operation.
'Restaurant (grease andloil inf./eff. = 119/<1 mg/L, respectively). Gravel media:
pea gravel (3/8 in. diaj Design hydraulic loading (forward flow) = 15
gpd/ft2. Recirculation ratio = 3:1- 5:1. Doses per day = 72. Open surface,
seasonal operation.
(Small community treating average 15,000 gpd of septic tank effluent. Sand
media: es =1.5 mm; uc = 4.5. Design hydraulic loading (forward flow) =
2.74gpd/ft2. Recirculation ratio = 1:1-4:1. Open surface, winter operation.

Thule I-Vical d* ign "CI cmflansfarindIvIduidflome recllvital ng sadtaf -am
I"Igr pwmmowr
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whh twrmbd im
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lffs�6�a �
send
11.1) — FwD itwr
dal
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-C 2-5
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; :3
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D+t+p IN
24 1% 413,46 26 in,)
Mass km*dlydp
H�tlrt�ulF� ia�eir�gi'
serer
iGrihnrej
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Orgarme loacmd
sand
! d Ib 80P.11 �r'-d
Grawel
is 1b 11GDOiift-d
und�riini
•
TY"
%Wed or pwNramod pip&
slope
0 — M1 %
TrpnwWn auddina
0.6 —1.0 4;m warahW p" gnwd
Mle
a c — 4-a M *Mahed Qr&A or
Grt*40 aWn4k
F quart
11madday (every dD rr*_) orr"Mrer
Per Dm
Z IAFMCQ
%CIFCM IICWP trfrrrk
Wlums
1.5 thrraa design date rh*
Aaclm&Uwn ruff
d to:9lungs ftly Claw
RSFs are extremely reliable treatment devices and are quite resistant to flow
variations.
I
} In general, gravel RSF systems are far less prone to odor production than RSFs.
Increased recycle ratios should help minimize such problems. However, power
outages will stop the process from treating the wastewater, and prolonged
J outages would be likely to generate some odors.
Operating Costs
Power costs for pumping fat 3 to 4 kWh/day are in the range of $90 to $120 per
year.
I�

Re -Circulation Vessel
This picture displays the splash guards that prevent the effluent spray from entering the
ventilation channels and short circuiting the treatment process. This is also a good view
of the filter mattress. Note; after 16 months of continuous operation there is no surface
clogging or ponding, all that is present, is a very light brown coloration below the filter
fabric.

} Re -Circulating Filter Vessel
The media mattress is placed in a specially designed treatment vessel. The vessel is 7ft 9 inches
1 square having a total surface area of 60 square feet and is 34 inches in depth. The vessel is
manufactured with fiberglass, 1/4 inch thick, with a smooth gel coat applied to the interior
surfaces. The vessel is fitted with a weatherproof cover to protect the system from the weather
77 and foreign materials. The vessel is designed with 12 evenly spaced, integrally molded, vertical 4
inch wide vents to ensure proper airflow to the treatment media. The vessel also contains 7 large,
4 inch :under drains, each connecting to a vertical vent, ensuring complete drainage of the filter
media while providing good air flow to the underside of the media mattress. The top portion of
the vertical vent channels are fitted with a splash shield that collects any overspray from the
nozzles and directs. it onto the media mattress therefore preventing any effluent from short-
circuiting of the treatment cycle. The under drain channels also provide an excellent. means of
transporting the small amounts of solids and slough, from the media mattress, back to the re-
circulation cylinder for continuous treatment therefore preventing the formation of an excessive
biomass and restricting the flow of effluent and air.
Re -Circulation Filter Vessel

11
Filter Media Mattress Material
E-Z Treat synthetic sand filter employs a manufactured synthetic media which is encapsulated in a mattress like
container measuring 7 % feet square by 2 feet thick. The mattress is fabricated from a non -biodegradable,
chemically resistant, loose weave polypropylene material with a weave pattern at 90 degree intersections creating
.078 square openings allowing effluent and air to flow freely while containing the media material.
Polypropylene Mattress Material
®,mm m a omaBmID mm S®O®esmmmmID®m®Blm10BYr7®6i 1Fam�a--
sga�mm®mseu�aemi®oe��+m®®o,mmmm®mm®®®msFam!ommw
�®®m.Bi
■.m_mmmma®©�®m®�m1eF,oFn.am;©�mpm®©®mm0®®®m®i.am.me�-s.
v-mmm,®m®a®m®®®®'®®e®'0®'ro®r�eimm�mB®®ommm®e®Bmmm©®F
®e�mm�r9e®mommi®®®�.00ea+®mmB®mma®m®®oa�mmmm®mmt
mMR®amine®av�m19Va �®imm®®min®®®0®®eomm®mom®c
mmm®Tmm0®ar:mmmmmOm®0®e`®�mm ®min®©®mc7T-- mamm`
m"m� m.m:ORS.®J__ 0.m
Om IFT arm m m m.! a 000 Is anao'SI.®BOmim B®®O qIF TIP ®Ose93
mo�s0mm.®®sue®Om_®®®®m�9�0Qa:9 m!ID 0®mmmm.amoma®m�L`
e+oe�m®mei®she®��'ts�a[�'m�®®0�®®mmen,omomos.®�.m®®90o
m,mp,m
m:m:®;a m;m;®Tj9 @2,m_C7�,0!EJ, ®_79.s:�_�J_m.�_ Q11® op " C O 40 gm_mm
6;Omk®
m
m
fm,Oro .OLW
wig
m
m:m 0:0 ,C 0m :a � m�,O7PJ,P�
WO
m
T mH Q9x9,� �:4�7 B:PJ .0 ® 7,m'.m wo.®:m-«
ma O;m e:m B� 0 TT
mA
m.6 m:m mJS 'S A:m o"W.",T A�;e;,�:®®p, P� m'4N.o'm
m
'm:6&An61:0W-4O:O:m:aPJ.L�.®:C80eiml9emmmmmAtimmm
Fv®QOmm,Be®®cs6
®'� s m o`a.m 6:0)
© m.s m up me Pl® iI.m ®49 ■.®.m:B C!'m:�,m'�J'I$(#.�.��®:�'® Da6mL�J®
eim:i+P
m,m:m"®� m:m m.m'ms m.m a m'®.®ti m m.m17 �fi:0:m O ®?� m� mra.m:u is -ix ®.4v
o:mmie e'm.a®m0®'m.®m.mmmemde:
Styrene Media
11

11
Media Samples
These are samples of the media pulled from different depths in the media mattress.
Because of the exceptionally good air and liquid flow through this media the biological
activity in the mattress is evenly distributed and after 16 months there are no signs of
excessive bio mass growth that would clog the filter. Although it cannot be seen in these
pictures each bead has some degree of biological activity on its surface, the lighter beads
are covered with a clear growth mass that is only detectable to the touch. This
demonstrates that properly designed systems, such as the E-Z Treat System, have the
ability to use all of the media surface area therefore allowing much greater hydraulic
loading rates than the traditional fine grained sand. There many factors that affords the
enhanced performance, part is due to the fact that light weight media does not compact,
restricting air and liquid flows, part is the size and consistency of the media beads, the
pretreatment of the effluent and the overall configuration of the system.
19

NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
ON -SITE WATER PROTECTION SECTION
CONTROLLED DEMONSTRATION
t_) WASTEWATER SYSTEM APPROVAL
CONTROLLED DEMONSTRATION NO: CDWS-2006-02-R2
ISSUED TO:
_i FOR:
fi
APPROVAL DATE
Carl Perry
E-Z Set Company, Inc.
11621 Thouroughfare Rd
PO Box 176
Haymarket, VA 20168
Tel: [phone]; Fax: [phone]
E-Z Treat Treatment Systems
May 8, 2006
January 25, 2006
December 5, 2007
In accordance with General Statute 130A-343, 15A NCAC 18A .1969 and .1970, a proposal by
E-Z Set Company, Inc. for an updated approval of subsurface wastewater systems utilizing the
E-Z Treat systems has been reviewed, and found to meet the standards of a Controlled
Demonstration system when all of the following conditions are met:
A. GENERAL
1. Scope of this Controlled Demonstration Approval includes:
a. Use, design and construction requirements for the specified models of E-Z Treat
treatment systems to meet TS-I and TS-II effluent quality standards pursuant to Rule
15A NCAC 18A .1970.
b. Special operation, maintenance and monitoring of these E-Z Treat treatment systems
and associated subsurface systems to ensure the treatment performance shall be met.
c. Proposal for evaluation of this Controlled Demonstration system.
2. This Controlled Demonstration Approval is applicable to domestic strength sewage
systems (non -industrial wastewater) utilizing E-Z Treat Treatment Systems that have a
design flow not exceeding 3,000 gallons per day.

CDWS 2006-2-R2
December 5, 2007
Page 2 of 12
_ 3. Influent waste strength to the E-Z Treat Teatment System as permitted with this approval
shall not exceed domestic strength septic tank quality effluent standards pursuant to Rule
15A NCAC 18A .1970.
In addition, any site utilizing these systems shall have sufficient alkalinity to perform the
proper amount of nitrification. The influent also shall not have a pH, or toxins that
significantly inhibit microbial growth.
4. This controlled demonstration is initially limited to 200 systems with design flows of up
to 3,000 gallons per day. The intent of this Controlled Demonstration is to gain field
experience sufficient to qualify this system for Innovative Approval, pursuant to Rule
.19b9(g)
5. Use of E-Z Treat treatment systems where the overall system has a design flow
exceeding 3,000 gallons per day may be permitted after approval by the State on a case -
by -case basis in accordance with the Large Systems State Review/Approval Process
(Rule 15A NCAC 18A.1938).
B. ADVANCED TREATMENT PERFORMANCE STANDARDS (TS-I and TS-II)
The E-Z Treat treatment systems are designed, installed, operated, and maintained to meet TS-I
or TS-II effluent standards in accordance with Rule .1970. Refer to Rule .1970(a) Table VII -
Effluent Quality Standards for Advanced Pretreatment Systems for treatment performance
levels.
C. SITING CRITERIA
Approved Controlled Demonstration systems may be installed on sites that are suitable for a
conventional wastewater system and that have a repair area of sufficient size to allow installation
of a conventional, modified, or alternative wastewater system, an approved Innovative
wastewater system, or an accepted wastewater system if the Controlled Demonstration
wastewater system fails to perform properly. Other sites may be used for the initial installation
of a Controlled Demonstration system that meet the criteria for a modified, alternative, approved
innovative or accepted wastewater system, when the Manufacturer agrees to provide such a
system if the Controlled Demonstration system were to fail to perform properly. Exceptions to
the repair area requirement are as set forth in Rule .1969(f)(3) and (4).
Controlled Demonstration pretreatment systems may be used for new initial sites, with an
approved alternative Innovative or accepted pretreatment system for repair, and as a repair to an
existing malfunctioning system when there are no other approved or accepted repair options.
The E-Z Treat treatment systems and associated drainfields shall be sited and sized in
accordance with Rule .1970 for a TS-I or TS-II system.

CDWS 2006-2-R2
December 5, 2007
Page 3 of 12
D. DESIGN CRITERIA
1. The E-Z Treat treatment systems and the corresponding soil absorption system shall be
designed and sited in compliance with Rule .1970.
2. The E-Z Treat treatment system consists of a septic tank (sized by E-Z Set Company
standards), a pump/recirculation tank (sized by E-Z Set Company standards), and E-Z Treat
media pod(s). The E-Z Treat media pod Model 65 may accommodate a maximum of 650
gpd of residential wastewater. The Model 120 may accommodate a maximum of 1,200 gpd.
Subsequent design shall limit the treatment to the prescribed square feet of media area/gpd.
as per the following table:
. Table 1
Design Flow
Minimum
Minimum
Number of
(gallons per day)
Septic Tank
Pump/
Media Pods
Size (gallons)
Recirculation
Tank Size
(gallons)
< 500
1250
1250
1 E-Z 65Pod
4 Bedrooms
1500
1800
1 E-Z 65Pod
5 Bedrooms
1850
2000
1 E-Z 65Pod
6 Bedrooms
2000
2200
2 E-Z 65
Pods or 1E-Z
120
601 - 1500
V =1.67Q +
V =1.67Q +
1 Pod per
500
500
650 gpd
1501 - 3000
V = 0.75Q +
V = 0.75Q +
1 Pod per
1125
1125
650 gpd
Note: Septic tanks sized based on liquid volume, pump/recirculation tanks based on total internal
volume. Multiple septic tanks and pump/recirculation tanks may be used in series to acquire
needed volume.
a. All tanks shall meet State regulations and those of E-Z Set Company, made under E-Z
Treat specifications.
b. The Pump/Recirculation tank shall house the E-Z Treat Recirculation Chamber.
c. An Effluent Bypass Valve shall be installed to transfer effluent from the media pod to the
discharge chamber.

CDWS 2006-2-R2
December 5, 2007
Page 4 of 12
d. A Spin Filter Assembly shall be provided by E-Z Set Company and installed to return
slough off to the Return Area.
e. Recirculation pump is either Sta-Rite Model number 3ODOM05121 or Sta-Rite Model
number 30DOM05221.
f. A Discharge Pump. shall be provided by E-Z Set Company for discharge to the next
system component (dispersal field or holding tank). Different model pumps may be
required to effectively charge the system. All model selections shall be approved by E-Z
Set Company.
g. The E-Z Treat media pod is constructed of 1/4 inch fiberglass with a smooth gel coat
applied to the interior surfaces'. The pod is 7 ft 9 inches square having a surface area of
60 square feet and is 34 inches in-depth. The pod is fitted with a weatherproof cover
secured with stainless steel screws. The pod is designed and constructed to receive
ambient air flow through vent ports in the pod and under the lid. The pod is designed
and constructed to; create channels down the sidewalls and across the bottom. The
sidewall channels provide airspace to the bottom of the pod. The bottom channels
provide total drainage of the treated effluent back to the recirculation chamber. Splash
plates located at the top sidewalls prevent short-circuiting of the effluent.
_ h. As the effluent enters the Pump/Recirculation Tank, the first compartment acts to
further separate the septic tank effluent. The crossover through the baffle wall occurs
at an elevation thatwill ensure a 24-hour emergency holding volume. The effluent
entering the Recirculation Chamber is charged by the Recirculation Pump to the
media pod. The effluent is sprayed over the media mattress using a spray manifold
with 12 evenly spaced wide-angle spray nozzles. The nozzles are manufactured of
brass with a free passage of 0.0625 diameter. The Recirculation Pump is housed in
the Recirculation Chamber and doses at a rate of 2 minutes on, 4 minutes off. The
resulting spray will deliver 20-25 gpm through the media pod for a total dose of 40 to
50 gallons. The unit is set for a maximum of 6 discharges per day. The system is set
to recirculate effluent through the media pod on an average of 40 times prior to
discharge.
i. The effluent is sprayed onto a mattress measuring 7.75 feet square by 2 feet thick.
The mattress is fabricated from a non -biodegradable, chemically resistant, loose
weave polypropylene material. The openings in the weave allows for effluent and air
flow while containing the media. The media inside the mattress is a uniform styrene
(� material. The lightweight, non -biodegradable material spheres.have a specific gravity
I J of approximately 0.02. The biological contact surface area of the media -filled
mattress is 85,000 'square feet. The specific gravity of this material is (1) light
enough to prevent compaction which results in a loss of effective surface area, and (2)
provides a reduction in channeling across the media (short-circuiting).
I'

s
CDWS 2006-2-R2
December 5, 2007
Page 5 of 12
n
j. Effluent passes through the media and enters the channeled bottom of the pod. The
effluent gravity feeds back to the Recirculation Tank through a 4-inch pipe. This
effluent passes through the Spin Filter and slough is returned to the first compartment
' of the Pump/Recirculation Tank. The effluent from the Spin Filter continues to be
recirculated.
k. The Effluent Bypass Valve is piped to intercept filtered wastewater and deliver it to
the recirculation chamber or the discharge chamber, based on liquid levels.
1. The Control Panel for the E-Z Treat System will consist of. (1) Recirculation pump
load sensor/alarm, (2) two on/off timers, (3) discharge pump alarm, (4) high/low
water alarm, and (5) RMSYS 300 Series monitoring system, and shall meet the
requirements of .1952.
i in,. RMSYS 300' Series Monitoring System provides 24/7 monitoring and notification.
j This system is web -based and may be used to notify the operator, owner, and local
health department of alarm notices.
! I n. The UV disinfection system will be the following:
(1) E-Z Set UV System Model #1000
Other UV system may be specifically approved by the State.
o. Buoyancy calculations shall be completed by a NC Professional Engineer for tanks
and components if they are placed in a seasonal high water table, and additional
ballast may be required.
p. Influent samples shall be taken from a sampling port located between the septic tank
and recirculation tank. Effluent samples shall be taken from a sampling port located
downstream from the final treatment process.
q. The 7-day and 30-day readings will be stored in'the RMSYS. 300 Series Control
Panel. On intervals of 30 days, the panel will call the website and post the data. The
ORC will be able to access this information, for 7-day and 30-day periods, from the
web prior to the site visit. The E-Z Treat Control Panel with the RMSYS 300 Series
Control Panel can be used for pressure manifold and LPP systems. The drip
irrigation control panels specified in the drip irrigation approvals must be used for
drip irrigations systems.
3. E-Z Treat Systems shall be designed by a certified designer or a NC Professional Engineer.
Systems over 1,000 gallons per day shall be designed by a NC Professional Engineer.
E. INSTALLATION AND TESTING PROCEDURES

CDWS 2006-2-R2
December, 5, 2007
Page 6 of 12
1. A preconstruction conference shall be required to be attended by.the system designer, E-Z
Treat certified installer; and local health department (LHD), prior to beginning construction
of the E-Z Treat Treatment System and associated ground absorption system.
2. The E-Z Treat Treatment System shall be located in compliance with the horizontal setback
i� requirements of Rule :1950(a) and shall be located to prevent surface/subsurface water
I _ ! inflow/infiltration. The drainfield horizontal setback requirements are in accordance with
Rule .1970 for a TS-I or TS-II system.
3. All E-Z Treat systems shall be installed according -to directions provided in the "Installation
Manual" and instructions found on CAD drawings of each system. Additionally, all E-Z
Treat systems and components used with, but not manufactured by E-Z Set Company, Inc.,
shall be installed in accordance with all applicable regulations and manufacturer instructions.
4. All companies installing E-Z Treat systems shall be in `possession of all necessary
permits and licenses before attempting any portion of an installation.
5. Watertightness of the tanks and any dosing tanks shall be demonstrated by a 24-hour leakage
test conducted at the installation site: A water level change of 1 /2 inch or more, within a 24"
riser, over 24 hours, or visual observation of leakage shall be cause for failure of the
watertightness test. Initial water level shall be to 2" above the riser/adapter seam..
6. The E-Z Treat distributor or his/her representative shall inspect each installation and shall
provide an acceptance letter to the LHD prior to issuance of the operation permit.
7. Specified site preparation steps and construction specifications for the ground absorption
system shall be strictly, adhered to, including specified depth of trenches in relation to site
limiting conditions.
8. Prior to operation permit issuance, the local health department shall inspect at least the
following:
a. - The health department shall observe the watertightness testing:
b. The health department staff shall witness the system test mode. Then the health
department shall witness the test of pumps and alarm, including the notification by
the RMSYS system.
c. Record the pump models.
d. Check to ensure the air intake manifold is installed.
e. Verify that the pressure for the spray manifold/nozzles is in the correct range.
f. Check that the riser hatches have tamperproof bolts, and/or riser lock ring.
9. Each E-Z Treat Control Panel shall have a label as shown in Attachment A.

CDWS 2006-2-R2
December 5, 2007
Page 7 of 12
F. OPERATION, MAINTENANCE AND TESTING
1. System classification, management and inspection shall be in accordance with
Rules .1961 and .1970.
2. All E-Z Treat Treatment Systems require operation and maintenance. An operation
and maintenance agreement between the system owner and E-Z Set Company, Inc.,
or its authorized representative is required, as per Rule .1970. The system shall be
inspected by a certified Subsurface Operator. The Certified Operator shall be either
an employee of E-Z Set Company, Inc. or authorized in writing by E-Z Set
Company, Inc. to operate and maintain the system. The operator must have proper
equipment and training to access and program the control panels on site.
3. E-Z Treat Treatment Systems shall be classified at a minimum as. a Type Va system
according to Table V(a) of Rule. 1961(b).
4. All E-Z Treat Treatment Systems shall be operated and maintained according to the latest
version of E-Z Set Company, Inc.'s O&M manual.
5. At each E-Z Treat System inspection the ORC shall, at a minimum, observe, monitor, and
record:
a. wastewater level in the tanks,
b. the effluent filter in the septic tank for clogging
c. watertightness of tanks, risers and pipe connections at tanks,
d. operation of pumps, floats, valves, electrical controls and alarms,
e. pumping frequency from PLC in control panel
f. the E-Z Treat Treatment System for any structural damage, accessibility, adequate
ventilation, excess odors, ponding of effluent, insect infestations, vegetative growth over
the drainfield, the drainfield area for surfacing the effluent, and a sample of E-Z Treat
Treatment System effluent collected from the discharge chamber to check for effluent
clarity and odor, and,
g. the pump cycle and run time information from the PLC and any water meter readings.
6. At least once per year the ORC shall, at a minimum, measure and report to the health
r department:
a. sludge and scum levels in the septic tank
b. any accumulation of sludge or grease presence in the decant chamber,
c. media filter and drainfield pump delivery rate (drawdown test)
d. drainfield pump delivery rate (pressure test), and
e. drainfield dosing volume

CDWS 2006-2-R2
December 5, 2007
Page 8 of 12
7. The ORC shall also conduct other additional observations, measurements, monitoring, and
maintenance activities as specified in the Operation Permit and as recommended by the
manufacturer.
8. Sampling and Testing
a. All sampling shall be done in accordance with Rule .1970(n).
b. All systems shall be tested for effluent CBOD5, TSS, N114-N, and fecal coliforms.
Systems specified to meet TS-II shall also sample the effluent for TN. Influent shall be
tested for BOD5 and TKN.
c. Influent samples shall be taken from a sampling port located between the septic tank and
recirculation tank.
d. Effluent samples shall be taken from a sampling port located downstream from the final
treatment process.
9. Notification and Performance of Maintenance and Repairs
a. The ORC shall alert E-Z Set Company, Inc. and the system owner in a timely fashion of
needed maintenance or repair activities including, but not limited to, landscaping, tank
sealing, tank pumping, pipe or control system repairs, media replacement, and
adjustments to any other system component. The ORC shall notify the Local Health
Department within 48 hours of the need for repairs.
b. The septic tank will be pumped as needed upon recommendation of the ORC and in
accordance with the E-Z Treat Operation & Maintenance Manual. However, at a
minimum, the septic tank will be pumped whenever the solids level exceeds 25% of the
tank's total liquid working capacity or the scum layer is more than 4 inches thick.
c. The ORC shall notify the system owner, E-Z Set. Company, Inc, and the local health
department whenever the pump delivery rate efficiency or average pump run time are not
within 25% of initial measurements conducted prior to system startup. System
troubleshooting and needed maintenance shall be provided to maintain the pump delivery
rate and average pump run time within 25% of initial measurements conducted during
system startup.
10. Reporting
a. The ORC shall provide a completed written report to E-Z Set Company, Inc., the system
owner, and the local health department within 30 days after each required visit. At a
minimum this report shall specify:
(1) the date and time of inspection,
(2) system operating conditions observed according to F.5, above,
(3) system operating conditions measured according to F.6 and F.7 above,
(4) results from any laboratory analysis of any effluent samples,
(5) maintenance activities performed since the last inspection report,

CDWS 2006-2-R2
December 5, 2007
Page 9 of 12
(6) an assessment of overall system performance,
(7) a list of any improvements or maintenance needed; and,
(8) a determination of whether the system is malfunctioning, and the specific nature
of the malfunction.
b. Proposal for Evaluation and Reporting.
(1) The manufacturer shall maintain a contract for evaluation of the performance of the
controlled demonstration wastewater system with an independent third party
laboratory, consultant, or other entity that has expertise in the evaluation of
wastewater system and that is approved by the Department (MacConnell &
Associates and/or approved alternate). The third party shall review the site -specific
sampling and flow -monitoring protocol, collect and analyze the ORC inspection
reports, sampling and monitoring data, and prepare Semi -Annual Reports
summarizing all data for all the sites. These reports are due by January 31 and July
31 of each year, and shall include all data gathered through December 31 and June
30 of the previous six-month period, respectively. These reports shall provide
information to the Department based upon the monitoring data and observations
made from the Controlled Demonstration systems installed pursuant to this
Approval. This should include an assessment of system performance in relation to
the established treatment performance standards; an assessment of physical and
chemical properties of the materials used to construct the system, in terms of
strength, durability, and chemical resistance to loads and conditions experienced;
recommended areas of applicability for the system; and any conditions and
limitations related to the use of the system.
(2) Upon completion of the research and testing protocol, and prior to completing any
application by E-Z Set Company, Inc, to the State for reclassification of the E-Z
Treat Treatment System as an Innovative System, and within a maximum of five
years of the effective date of the first Controlled Demonstration System Operation
Permit (CDSOP) issued pursuant to this approval, the approved third party shall
prepare a Final Report to the State that includes the results from all of the systems
installed during the Controlled Demonstration, including sampling results, flow -
monitoring information, ORC reports, etc., and provide recommendations on future
use of the system. The Final Repot shall be in electronic format and may be
published on the On -Site Water Protection Section's website without confidentiality.
The contents of the interim and final reports shall not be altered from the original
-- document without approval from E-Z Set Company, Inc.
(3) The research and testing protocol that has been agreed to is as follows:
(a) A minimum of 100 data sets will be collected from the first twenty five units.
(b) Each site shall produce at least one data set.
(c) No one site shall produce more than 6 sample sets.
(d) There will be a minimum of 30 days between samples pulled at the same site.
(e) At least two of these units will be in beach rental properties.
(f) The samples will be pulled during a scheduled visit by the ORC.
(g) A copy of the sample results will be provided to the On -Site Wastewater Branch

CDWS 2006-2-R2
December 5, 2007
Page 10 of 12
after the analyses.
(h) Twenty five percent of the samples pulled shall be between the months of
October and March.
3. Upon completion of the research and testing protocol, the approved third party shall
prepare a final report to the State that includes the results from all of the systems
- installed during the Controlled Demonstration, including sampling results, flow -
monitoring information, ORC reports, etc., and provide recommendations on future
use of the system.
11. Effluent Quality, System and Site Compliance. Compliance of each site and the system
shall be in accordance with requirements set forth in Rule .1970. Consideration shall be
given for the system to be reclassified as an approved Innovative system when the
requirements of Rule .1969(g)(2) for "Fast Track" approval and system compliance
requirements of Rule .1970(o)(2) have been met.
H. RESPONSIBILITIES AND PERIVIITTING PROCEDURES
Prior to the installation of an E-Z Treat Treatment System at a site, the owner or owners
agent shall notify the local health department of their proposed use of such a system. The
local health department shall issue an Improvement Permit or Authorization to Construct or
amend a previously issued Improvement Permit or Authorization to Construct allowing for
the use of up to 200 of the proposed Controlled Demonstration Systems upon a finding that
all provisions of this Approval and all other applicable rules shall be met. Use of the
proposed Controlled Demonstration System and any conditions shall be described in the
Improvement Permit and Authorization to Construct or amended Improvement Permit and
Authorization to Construct, as well as described on the Operation Permit to be issued upon
the acceptable completion of the system installation. Notification of the issuance of all
permits/Authorizations by the local health department pursuant to this Controlled
Demonstration Approval shall be submitted to the On -Site Wastewater Section.
2. Prior to the issuance of the Improvement Permit, an evaluation shall be provided to the local
health department on behalf of the owner and a written, sealed report provided to the local
- health department, as required pursuant to Rule .1970. The local health department may
request the assistance of their Regional Soil Specialist in evaluating this report prior to
Improvement Permit issuance.
3. When a special site evaluation is required pursuant to Rule .1970(p)(1), the report shall
contain the information as specified in Rule .1970(p)(2).
4. Design responsibility: Prior to the issuance of an Authorization to Construct for a E-Z Treat
System, a submission prepared by a E-Z Treat certified designer or North Carolina
Professional Engineer (N.C. P.E. required for all systems exceeding 1,000 gpd), and a
Licensed Soil Scientist or Professional Geologist, as applicable, shall be submitted for
review and approval by the local health department. Approval shall be contingent upon the
following:

CDWS 2006-2-R2
December 5, 2007
Page 11 of 12
a. Site -specific design for the pretreatment system including the E-Z Treat unit with
approved tankage, and sampling point.
b. Site -specific soils report is provided as applicable.
c. The drainfield dosing tank and drainfield layout may be completed by either the local
health department or the Certified Designer/Professional Engineer.
d. All design submittals shall be accompanied by a letter from E-Z Set Company, Inc. or its
North Carolina authorized representative.
5. It is recommended that local authorized environmental health practitioners attend a design
training session offered by the manufacturer prior to permitting the system. Also, at the
request of the local health department, your Regional Engineer will review the design.
6. The E-Z Treat Treatment System shall be installed by a competent professional contractor
authorized in writing by the manufacturer to perform such work. The E-Z Treat authorized
designer shall certify in writing that the system was installed in accordance with the
approved design prior to Operation Permit issuance. A Professional Engineer shall certify in
writing that a system required to be designed by an engineer was installed in accordance
with the approved plans and specifications prior to Operation Permit issuance. For sites
required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see Section
H.2, above), the health department may specify as a condition on the Improvement Permit
and Authorization to Construct that a Licensed Soil Scientist or Professional Geologist
oversee critical phases of the drainfield installation and certify in writing that the installation
was in accordance with their specified site/installation requirements prior to the Operation
1 Permit issuance.
7. The operator shall be present during initial system commissioning. The ORC shall be
certified both as a NC Subsurface Operator and an authorized E-Z Treat Treatment System
Operator. The operator shall submit a letter to the LHD that the system has been accepted
and has been found to be satisfactory prior to issuance of the operation permit.
I. REPAIR OF SYSTEMS
The provisions of 15A NCAC 18A .1961 (c) shall govern the use of the E-Z Treat Treatment
System for repairs to existing malfunctioning wastewater systems.
Approved By: Date:

CDWS 2006-2-R2
December 5, 2007
Page 12 of 12
Attachment A
Label is 4.75" long by 1.5" tall.
NON -TYPICAL SEPTIC SYSTEM
E-Z TREAT CONTROLLED
DEMONSTRATION.
SUBSURFACE WW OPERATOR

DEC 2 2 2000 i...
NCDENR
North Carolina Department of Environment and Natural ResourMSHEVILIE
---
WATER QUALITY SECTION
Division of Water Quality _REG;ONAL OF;='CE
Beverly Eaves Perdue Coleen H. Sullins j; Dee Freeman M
Governor Director = ` Secretary
December 17, 2009 ,
Mr. Wayne Smith
Tinseltown RV Park
51 Bridge Street #B
Sylva, North Carolina 28779
SUBJECT: Tinseltown RV Park WWTP
A to C No. 088765A01
Transmittal of Approved Plans and Specifications
A o C No. 088765A01
Dear Mr. Smith:
Enclosed is a copy of the' plans and, specifications, which were approved on December 8,
2009. The subject documents have been stamped "approved" for your records. A copy is also
being forwarded to the Asheville Regional Office. The Permittee should retain these documents
for the life of the facility,
Should you have questions regarding this matter, call me at [phone].
Sincerely,
Seth Robertson, P.E., Supervisor
Design Management Unit
st: sr
Enclosures
cc: Mark C. Brooks, P.E. — Brooks Engineering Associates, P.A., 17 Arlington St.,
_Asheville, NC 28801
DWQ'Asheville=RegionalOffice
i Steve Tsadwa
ATC File
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 NOie1CaI'011115
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623.6748
Internet: www.ncwaterquality.org %1 %tf/f+if"�/
An Equal Opportunity \A(firmativeAction Employer �/ 1 Kr f/

BROOKS Planning & Project Management / Civil Engineering / Surveying
Soil Science Services / Environmental Engineering & Services
ENGINEERING ASSOCIATES 17 Arlington Street / Asheville NC 288011 www.brooksea.com / 828-232-4700
TINSELTOWN RV PARK
JACKSON COUNTY,
NORTH CARO LI NA
NPOES WASTEWATER DISCHARGE SYSTEM
SPECIFICATIONS
FINAL PLANS:
NOT RE'LEASEO FOR CONSTRUCTION
PREPARED FOR:
WAYNE SMITH
TINSELTOWN RV PARK
51 BRIDGE STREET #B
SYLVA, NO 28779
JuLY 1 5, 2009
�ram'
I{a 9� �� LSit.,ti �.�o-' 'U °"�• n �.. Jc fgG:S,. sae'
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BROOKS ENGINEERING ASSOCIATES PROJECT NO.: 31
7C
C. �gR
��Iliv..- \t�,
//wP
1 7 ARLINGTON STREET
ASHEVILLE, NO 28801
B2B.232.4700
j
FFD EC -2 2 2009
h. .
34 8
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
R
cal 1wftmu
i
kIOV 9 2009
i.
WAN SECTION

TABLE OF CONTENTS
r-
1.0 System Summary & Project Information..........................................................................1
1.1 Summary & Design Parameters.......................................................................1
1.2 Contacts...........................................................................................................3
1.3 Scope & Qualifiers............................................................................................3
2.0 Wastewater Treatment System Components...................................................................4
2.1 Location of Sanitary Sewage Systems 4
2.2 Sewer Lines.....................................................................................................5
2.2.1 Sizing............................... ..... .............. ................................................ 6
,I
2.2.2 Depth.................................................................................................6
2.2.3 Steep; Slope Installation......................................................................6
2.2.4 Trenching...........................................................................................6
2.2.5 Rock In Pipe Trenches.......................................................................7
' 2.2.6 Pipe Installation..................................................................................7
�l 2.2.7 Backfilling...........................................................................................7
Testing...............................................................................................7
f2.2.8
'-- 2.3 Primary Treatment System...............................................................................8
2.3.1 Treatment System Overview..............................................................8
2.3.2 Tankage.............................................................................................8
2.3.3 Recirculation Pumps.........................................................................10
2.3.4 Control Panel................................................................................10
i { 2.3.5 E-Z Treat Pod Unit............................................................................10
2.3.6 Effluent By -Pass Valve/ Recirculation Valve.....................................11
2.4 Final Treatment System.................................................................................11
2.4.1 U.V. Disinfection ............................................ ...................11
i 2.4.2 Instantaneous Flow Monitoring................................................................11
2.4.3 Discharge Structure..........................................................................11
-- 2.4.4 Backup Generator......................................................................................12
3.0 Site Preparation............................................................13
3.1 Seeding & Mulching.......................................................................................13
3.1.1 Jute, Excelsior or Mulching...............................................................13
3.1.2 Maintenance of Seed & Mulching.....................................................14
3.1.3 Erosion Control.................................................................................14
4.0 Inspection And Monitoring Proceedings........................................................................16
4.1 Pre -Construction Meeting...............................................................................16
4.2 Intermediate Inspection of the System............................................................16
4.3 Final Inspection & Start-Up.............................................................................16
4.3.1 Start -Up Procedures.:........................................................................16
4.3.2 Pumps & Controls............................................................................16
4.3.3 Pressure Distribution........................................................................17
6.0 Attachments...........................................................................................:.........................18
Attachment A: NPDES Permit

i
1.0
SYSTEM SUMMARY & PROJECT INFORMATION
1.1 Summary & Design Parameters
These specifications and accompanying plans are for a wastewater treatment system to serve
Tinsel Town RV Park. Tinsel Town RV Park consists of 42 RV (Recreational Vehicle) slips that
will be rented -on a daily, weekly, or monthly basis. The site water service will be provided by a
single existing well and proposed community water supply system. The site layout is provided
—' as Figure 1. The treatment system will discharge into the Tuckasegee River in the section of
n the Tuckasegee between Mack Town Branch to Cochran Branch. This section of river is
currently designated as a "Class B" surface water. The discharge is governed by NPDES
Permit NCO088765 (See Attachment A).
L_ i
The subject property is located: in Jackson County at the intersection of NCSR 1534 and NCSR
1397, just off Highway 74 between Dillsboro and Bryson City. The subject site consists of two
J
parcels, Tract C (Pin # 7622-18-0677) which is 1.208 acres and Tract A (Pin # 7612-49-4735)
which is approximately 10.2 acres. Tract C is a narrow low lying area between the railroad
tracks and SR 1397. The parcel is entirely comprised of railroad and state road right-of-way.
Tract A is completely cleared and is mostly fill material with newly seeded grass. No existing
structures are on the site except a well house. The Tuckasegee River borders the property to
the north.
The design flow for the park has been calculated as 4200 gpd (gallons per day) utilizing 42
-� gpd/RV rental stall. There will be no other connections to the system. A 4 inch gravity effluent ,
collection system is proposed to convey septic tank effluent to the 9,000 gallon septic/ surge
._i tank system located at the wastewater treatment facility. The wastewater treatment facility is an
EZ-Treat System@, which is a packed bed filter system. The treatment system consists of six
filter media pods and 6,000 gallons of recirculation tankage,. The treated effluent will discharge
directly into the Tuckasegee River.
if
Brooks Engineering Associates, PA
BEA # 313408 1
Specifications
Tinseltown RV Park
I _a

1
This wastewater irri ion system is designed in accordance with requirements set forth in 15A
NCAC 02H .0200 — astewater Discharges to Surface Waters. Based on the classification of
"B" for this section of the Tuckasegee River, the treatment standards for this system are as
follows:
1 '
1. Monthly average BOD5 of less than or equal to 30 mg/I.
ri 2. Monthly average TSS of less than or equal to 30 mg/I.
3. Monthly average geometric mean fecal coliform of less than or equal to 200/100 ml
-- i
System calculations and accompanying pump curves are provided in Section 1 of the
Calculations and Product Information Sheets. Manufacturer product specification sheets (cut -
sheets) for each of the products specified are provided in Section 2 of the Calculations and
Product Information Sheets provided as part of this submittal.
J
All specifications are subject to North Carolina Laws and Rules for Waste Discharged to Surface
Waters 15A NCAC 2T .0200 and North Carolina State Plumbing Code and North Carolina State
Electrical Code, where applicable. Any use of "equivalent products" shall first be approved by
the Project Engineer prior to installation.
z_
If
t
Brooks Engineering Associates, PA Specifications
BEA # 313408 2 Tinseltown RV Park
I!
_J

1 1.2 Contacts
(� Engineer— Mark Brooks, PE, Brooks Engineering Associates [phone]
f Owner — Wayne Smith — 828-215-9011 �"
EZ-Treat Treatment — Mike Stidham, [phone]
jTank Manufacturer— Dellinger Precast Inc., 704-483-2868
Nylok Pipe Insulation- Ferguson [phone]
1.3 Scope & Qualifiers
- , This specifications manual is intended only for the use of permitting and construction of the
_. intended wastewater treatment facility. Any changes to these plans and specifications shall be
approved by the Project Engineer. Any changes in layout of equipment not approved shall
release the Engineer of any potential liability associated with the system.
t_ 1�
The maintenance and operation of the system are to be in accordance with the Operation &
Maintenance Plan provided as a separate document. Monitoring requirements and discharge
limitations are detailed in the NCDENR Discharge Permit.
�I Notify Engineer in sufficient time to permit inspection of underground work before backfilling is
initiated. A final inspection shall be required with the Owner, Engineer, NCDENR
S� representative, and Contractor.' Only the set of engineering plans with revision labeled
1- "RELEASED FOR CONSTRUCTION" shall be utilized for construction.
All construction lines shall conform to the latest County and State of North Carolina
specifications as defined by Standards and Specifications and the North Carolina Building
Code. Where two (2) standards conflict, the more stringent shall apply.
Brooks Engineering Associates, PA Specifications
BEA # 313408 3 Tinseltown RV Park
1J i

2.0 WASTEWATER TREATMENT SYSTEM COMPONENTS
2.1 Location Of Sanitary Sewage Systems
The setbacks for treatment systems found in 15A NCAC 02H .0219 were utilized in this design.
Specifically, the setbacks utilized are as follows:
Any residence or place of public assembly under separate ownershi
100
Any private or public water supply source
.100
Surface Waters
50
Well
100
Property Line
50
These setbacks are depicted on the Engineering Plans and shall be maintained in construction.
Brooks Engineering Associates, PA
BEA # 313408 4
Specifications
Tinseltown RV Park

2.2 Sewer Lines
t
Gravity Flow Sewer- Lines
Pipe and fittings shall be SDR 35 PVC (polyvinyl chloride) with solvent -cemented or gasketed
�- joints (ASTM D3034) or Schedule 40 PVC for all gravity lines. Gravity lines shall maintain a .
S` minimum slope of 1/8-inch fail�per lineal foot.
s�
Pressure Sewer Lines
U The pipe and fitting shall be Schedule 40 PVC or as otherwise noted on the plans. Schedule 80
or ductile iron pipe may be specified for high pressure lines. Mechanical joints are
recommended on steep slopes (possibly in lieu of slope anchors) or where higher pressures areJ
encountered.
Bedding and installation shall be consistent with ASTM Standard F 667. These specifications do
not cover interior or initial building connections. The following are general location and
v_J
separation guidelines:
♦ Typically a 3-foot minimum cover shall be maintained on all sewer lines.
♦ Sewer lines may cross a water line if 18 inches clear separation is maintained, with
the sewer line passing under the water line. The sewer line shall be constructed of
�1
ductile iron pipe and the water line shall be constructed of ferrous material equivalent
to water main standards for at least 10 feet on either side of each crossing.
-- ♦ Sewer lines may cross a storm drain if at least 12 inches of clear separation is
maintained or the sewer pipe is of ductile iron or encased in ductile iron pipe for at
least 5 feet on either side of the crossing.
n♦ Sewer lines may cross a stream if at least three feet of stable cover can be
!_J maintained with a horizontal boring or the sewer line is of ductile iron pipe or
encased in ductile iron pipe for at least 10 feet on either side of the crossing and
�- -' protect against the normal range of high and low water.
JC ♦ A minimum separation of 100 ft from any well is required unless the sewer line is
-� constructed of pipe�materials meeting water main standards. The minimum
separation shall not be less than 25 ft from a private well or 50 ft from a public well.
�� JF
Brooks Engineering Associates, PA Specifications
BEA # 313408 5 Tinseltown RV Park

l�
0
2.2.1 Sizing
No public gravity sewer main conveying wastewater shall be less than 8 inches in diameter. No
private gravity sewer main conveying wastewater shall be less than 6 inches in diameter.
Individual residential gravity sewer main lines shall not be less than 4 inches in diameter.
Building Sewers shall be in accordance with the state plumbing code and approved by the local
building inspector.
2.2.2 Depth
Three (3) feet minimum cover shall be provided for all sewers unless ferrous material pipe is
specified. Ferrous material pipe, or other pipe with proper bedding to develop design supporting
strength, shall be provided where sewers are subject to traffic bearing loads. Additional
protection shall be provided for sewers that cannot be placed at a depth sufficient to prevent
damage.
i�
r-;
l�
2.2.3 Steep Slope Installation
Sewers on 20 percent slopes or greater shall be anchored securely with concrete, or equal, with
the anchors spaced as follows:
a. Not greater than 36 feet center to center on grades 21 % to 35%;
b. Not greater than 24 feet center to center on grades 35% to 50 %; and
c. Not greater than 16 feet center to center on grades 50% and over.
2.2.4 Trenching
Trench excavation shall conform to the line, depth and dimensions shown on the plans or as
directed by the Designer. The'.trench shall be properly braced and shored so that workmen may
work safely and efficiently. If unstable conditions are encountered, the Designer shall be
notified in order that proper bedding materials may be selected. Trench excavation or
excavation for pipelines shall consist of excavation necessary for the construction of sewers,
conduits and other pipelines and all appurtenant facilities thereof, pipe embedment materials,
and pipe protection, insulating ;and sleeving in ductile iron pipe, as called for on the plans. It
shall include site preparation, backfilling and tamping of pipe trenches and around tanks and the
disposal of waste materials, all, of which shall conform to the applicable provisions of these
specifications. When muck, quicksand, soft clay, swampy or other material unsuitable for
foundations or subgrade are encountered which extend beyond the limits of the excavation,
such material shall be removed and replaced with pipe foundation material as specified in the
engineering drawings. Surface drainage shall not be allowed to enter excavated areas.
Brooks Engineering Associates, PA Specifications
BEA # 313408 6 Tinseltown RV Park

7
2.2.5 Rock in Pipe Trenches
Rock encountered in trench excavation shall be removed for the overall width of trench which
shall be as shown on the plans. It shall be removed to a minimum depth of three (3) inches
' below the bottom of the pipe. Clean compacted backfill shall replace the excavated rock.
2.2.6 Pipe Installation
I I
_ The pipe material listed above'shall be installed in accordance with the manufacturer's
recommendations and the requirements of these specifications. All sewer lines shall be laid to
�Ithe line and grade shown on the plans. No deviations from line and grade shall be made, unless
they have been approved by the Designer. The pipe interior shall be kept clean before and after
laying by means approved by the Engineer. Pipe ends shall be plugged at the end of each work
day or when work is temporarily stopped. The plugs shall be watertight so that water and debris.
will not enter the pipe.
2.2.7 Backfilling
t
(a) All backfilling shall be done in such manner as will not disturb or injure the pipe or structure
over or against which it is being placed. Any pipe or structure injured, damaged or moved from
- its proper line or grade during backfilling operations shall be opened up and repaired and then
re-backfilled as herein specified.
(b) The Contractor shall replace all surface materials and shall restore paving, curbing,
sidewalks, gutters, shrubbery, ;fences, sod, and other surfaces disturbed, to a condition equal to
9
I J that before the work began, furnishing all labor and materials incidental thereto as provided
elsewhere in these specifications. The backfilling of the trench after the pipe installation and
testing shall be in accordance with the standard detail.
2.2.8 Testing
All gravity lines shall be tested by either hydrostatic of pneumatic testing. Pneumatic testing
shall be in accordance with ATM C828. For hydraulic testing, the lower end of the gravity line
I- i
shall be plugged and the line filled with potable water. Allow two hours for air to escape.
Record entry water level (in tank or D-box). Let water stand for at least 4 hours, preferably
overnight. Inspect trenching for wetness conditions and check entry water level. Record the
difference in any water levels and attempt to identify the location of any exfiltration.
Brooks Engineering Associates, PA Specifications
BEA # 313408 7 Tinseltown RV Park
J

v 2.3 Primary Treatment System
2.3.1 Treatment System Overview
The collection system will discharge into a 3,000 gallon septic/ surge tank and then to two
additional 3,000 gallon septic tanks. Effluent from the third septic tank will flow into two bottom -
connected pump tanks that act as the recirculation tank. Pipe boots at inlet and outlet
connection locations are to be pre -cast and not cored. All tanks are set at the same elevation
so water levels stay the same in each. The last recirculation tank contains duplex dosing
pumps that dose six E-Z TreatTM fixed media filter pods, with an effective pod loading rate of
700 gpd per pod. The pod dosing system consists of duplex 1-1/2 HP Sta-RiteTM vertical turbine
pumps provided by EtTM TreatT"' that dose two pods at once simultaneously at a rate of 50 gpm
each. The timer settings are set for 2 minutes on, 2 minutes off for spraying the wastewater
over the E-Z Treat pod media where attached growth bioattenuation provides BOD and TSS
removal. Treated effluent gravity flows collectively from the effluent return lines from each fixed
media filter pod to an effluent bypass/splitter valve located in the recirculation tank. The effluent
bypass/recirculation valve will return a portion of the treated flows (3:1) to the recirculation tank
r during low flow conditions (valve ball is unseated). During high flow conditions the valve will
ass on 100% portion of the treated effluent to the disposal dose tank.. ,Two of the six pods
have been plumbe always return to the second septic tank to increase denitrification. This
results in a 1:2 recirculation ratio even during high flow events.
1 2.3.2 Tankage
All tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic and recirculation
tank should be installed on a 6-inch minimum layer of No. 57 washed stone aggregate. Any
tanks with bottom connections shall have stone extend above the pipe connections.
Place bell ends of pre -cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the portion of the section to be jointed and the
factory -made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non -shrink grout as well as liberal
amounts of bitumastic waterproof sealant.
Lifting holes and other penetrations of the pre -cast structure wall shall be sealed with non -
shrinking grout. Grout connections as necessary to make smooth and uniform surfaces on the
inside of the structure. Tanks utilized in series shall have bottom outlet cast in place as
opposed to cored on the job site by the contractor.
Brooks Engineering Associates, PA Specifications
BEA # 313408 8 Tinseltown RV Park

J
n
Before placing any tank into operation, remove any dropped grout, sand or other imperfections
and obstructions from the interior of the structure. Specifically, the inside walls of the tank shall
be smooth and uniform. Smooth -finish inverts so that wastewater flow is confined and directed
through the inlet and outlet pipes with easy transition.
Tanks shall be backfilled in accordance with the applicable specifications herein before
described. All pipe penetrations shall be through Press -Seal Cast -A -Seal 402 or approved
equal. All joints (mid -seam, top -seam) shall be sealed using Concrete Sealants butyl sealant
#CS-102 meeting ASTM C-990.
All service access openings will be a minimum of 24 inches. Exceptions may be made on a
case by case basis with E-Z Set Company's and Engineer's prior written approval. All access
openings shall be fitted with EZ Set Company riser assemblies.
A 24-hour static water test, in accordance with ASTM standards, shall be performed on all
precast tanks in order to insure they are water tight.
a. The testing shall be performed in the presence of the local health department.
b. Each tank shall be filled with water and the initial water level shall be measured.
c. At the end of the 24-hour period, the level of the water shall be measured again.
"-` d. The LHD shall pass the tank if the water level did not drop more than 0.5 inches
or if the total volume .of the displaced water is less than 1 percent of the total
i
effective liquid capacity of the tank.
I e. Tanks may also be leak -tested by applying a vacuum of 5-inches of Hg with riser
assemblies in place.
r--- f. Each failed tank shall be tested again. In the event that the tank does not pass
the second test, the Contractor shall remove and replace the tank at no
additional cost to the owner.
Septic Tank and Recirculation Tank shall meet the following additional criteria:
a. Minimum liquid depth of 36 inches.
b. Minimum airspace of 9 inches.
c. Length shall be -at least twice as long as the width.
d. Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3`d to
1/3`d. The baffle wall shall be constructed to permit passage of effluent through a
slot or holes located between 45 and 55 percent of the interior depth.
Brooks Engineering Associates, PA Specifications
BEA # 313408 9 Tinseltown RV Park

e. Recirculation tank shall be a true, two compartment(s), with a baffle wall dividing
the tank interior 2/3`d to 1/3`d. The baffle wall shall be constructed so liquid levels
in either compartment are independent and liquids will not by-pass between
compartments except as designated by the system's treatment flow path.
f. Septic tank shall be fitted with an effluent filter that extends down to 50 percent of
the liquid depth;of the tank.
2.3.3 Recirculation Pumps
The E-Z Treat recirculation pumps shall be two (2) - Y HP 50 GPM Sta-RiteTm brand
submersible vertical turbine (Model Number L50P4FH) for operation at 50 gallons per minute
with the E-Z set spray nozzle head requirements, or equivalent.
a�d+6fe
The Control Panel for the E-Z Treat System will consist of: (1) high/low water alarm and (2)
RMSYS 300 Series monitoring` system. The control panel shall be an E-Z Treat No. 2,
RCD1220B Duplex panel. The panel shall have an on/off timer, high/low water alarm and low
water level/run dry pump protection.
2.3.4 Control Panel
The control panel shall be in a�:NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations, and within 10 feet of the E-Z Treat unit.
No splices may be placed in the pump tank or riser. All splices shall be made above ground in a
_ NEMA 4X junction box. Control and alarm circuits shall be on separate circuits.
RMSYS telemetry control panel shall be connected to a phone line. if the local health
department does not have access to the RMSYS website, a direct interface must be provided.
System operator must be able,to access the panel directly on site and shall be available with a
24 hour notice to the county in the event a direct connection is necessary.
The audible/visual alarms shall be external to any structure.
2.3.5 E-Z Treat Pod Unit
Pressurized effluent is sprayed over the media mattress using a spray manifold with 12 evenly
spaced wide-angle spray nozzles. The effluent is sprayed onto a mattress measuring 7.75 feet
square by 2 feet thick. Thei mattress is fabricated from a non -biodegradable, chemically
i
Brooks Engineering Associates, PA Specifications
-, BEA # 313408 10 Tinseltown RV Park
�1

resistant, loose -weave polypropylene material. The openings in the weave allows for effluent
and air flow while containing the media. The media inside the mattress is a uniform styrene
material. The lightweight, non -biodegradable material spheres have a specific gravity of
approximately 0.02. The biological contact surface area of the media -filled mattress is 85,000
square feet. The specific gravity of this material is (1). light enough to prevent compaction which
results in a loss of effective surface area, and (2) provides a reduction in channeling across the
media (short-circuiting). The E-Z Treat Unit shall be installed in accordance with the
manufacturer's recommendations and as shown on the contract drawings.
2.3.6 Effluent Bypass/Recirculation Valve
1 The bypass/recirculation valve is provided by E-Z Set and consists of a vertical ball seating in
7 the return line from the treatment pods. The ball seats when water levels reach push the
ti buoyant ball upward and the ball lowers as water levels in the tank are reduced. The effluent
bypass valve shall be by E-Z,Set and shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
_ J I
2.4 Final Treatment System
The final treatment system consists of a UV disinfection system, turbidity measurement
chamber, and a wet weather storage pond.
2.4.1 U. V. Disinfection
The U.V. disinfection system for each treatment plant shall be an EZ-Set 50 gallon per minute
disinfection system with 6 lamps (Model GPH793T5L). Each lamp shall have an effective
intensity of 4,749 mW-sec/cm?.
2.4.2 Instantaneous Flow Monitoring
A 90 degree v-notph weir chamber shall be utilized for flow monitoring. The NPDES permit
states that flow shall be measured weekly. The V-notch weir chamber shall be fabricated as
shown on the engineering plans. The V-notch weir chamber shall be installed immediately
following the U.V. disinfection unit.
2.4.3 Discharge Structure
- The discharge structure receives the discharge portion of the effluent and allows it to cascade
j down a man-made concrete apparatus that generates dissolved oxygen. The cascade aerator
Brooks Engineering Associates, PA Specifications
BEA # 313408 11 Tinseltown RV Park

raises the dissolved oxygen level of the effluent before discharging into the Tuckaseegee River.
The aerator must be installed as shown in the engineering documents.
2.4.4 Backup Generator
A backup generator is required for the pump station given the lack of emergency storage. A
20kW single Phase Guardian® is specified, or approved equal. The system should have a built
in power transfer switch.
Brooks Engineering Associates, F
BEA # 313408
I
12
Specifications
Tinseltown RV Park

3.0 ' SITE PREPARATION
3.1 Seeding & Mulching
1 Fertilizing, seeding, and mulching of disturbed areas shall be completed within ten (10) working
,E
days following completion of system installation and final inspection of the system by the project
engineer or designer. This may require that a temporary seeding mixture be used during given
- dates of the year when permanent seeding would not be allowed. Said temporary seeding for
compliance shall be replaced by permanent seeding during allowed seeding dates. Mulching
i
shall be straw as specified herein.
Typical Seed Application Rates
Species: Rate (lb/acre);
Falcon Fescue: 175
Rebel Fescue: 175
Jaguar Fescue: 175
r-,
Biltmore Mix: 200
4
Apply 4,000 - 5,000 lb/acre grain straw or equivalent cover of another suitable mulching
material.
3.1.1 Jute, Excelsior or Mulching
All seeded areas shall be mulched. Grain straw may be used as mulch at any time of the
year. If permission to use material other than grain straw is requested by the Contractor
l_ and the use of such material is approved by the Engineer, the seasonal limitations, the
methods and rates of application, the type of binding material, or other conditions
jgoverning the use of such material will be established by the Engineer at the time of
approval.
Applying Mulch,
l(1) Mulch shall be applied within 24 hours after completion of seeding unless
otherwise permitted by the Engineer. Care shall be exercised to prevent
f displacement of soil or seed or other damage to the seeded area during the
mulching operations.
- Brooks Engineering Associates, PA Specifications
BEA # 313408 13 Tinseltown RV Park

(2) Mulch shall be uniformly spread by hand or by approved mechanical
spreaders or blowers which will provide an acceptable application. An acceptable
application will be that which will allow some sunlight to penetrate and air to
circulate but also partially shade the ground, reduce erosion, and conserve soil
moisture.
(3) Straw mulch shall be applied at the rate of not less than 2 tons per acre.
3.1.2 Maintenance of Seed and Mulching
Areas where seeding and mulching have been performed shall be maintained in a satisfactory
condition until final acceptance of the project.
3.1.3 Erosion Control
(a) During the construction of the project, the Contractor shall be required to take the necessary
steps to minimize soil erosion and siltation of rivers, streams, lakes and property. The
Contractor shall comply with the applicable regulations of the appropriate governmental
agencies in regard to soil erosion control and sedimentation prevention.
(b) The Owner will limit the area over which clearing and grubbing and excavation operations
are performed.
(c) Prior to the end of each work day on the project, the Contractor shall take the necessary
measures to protect the construction area from erosion.
(d) Temporary and permanent erosion control measures shall be accomplished at the earliest
practicable time. Temporary erosion control measures shall be coordinated with permanent
measures to insure economical effective and continuous erosion control during the life of the
project.
(e) Temporary erosion control measures shall include, but are not be limited to the use of
temporary berms, dams, dikes, drainage ditches, silt ditches, silt fences, vegetation, mulches,
mats, netting or any other methods or devices that are necessary.
(f) Erosion control measures installed by the Contractor shall be suitably maintained by the
Contractor, until the site is fully stabilized.
(g) Where excavation is adjacent to streams, lakes or other surface waters, the Contractor shall
not place excavated materials between the excavation and the surface waters.
(h) Where live streams are crossed by the project, the Contractor shall exercise particular care
to minimize siltation of the stream. Temporary erosion control measures shall be constructed.
These may include but not be limited to use of coffer dam in the stream, dikes, diversion ditches
and/or temporary sediment traps at the top of the banks, and silt fences on all creek banks. All
Brooks Engineering Associates, PA Specifications
BEA # 313408 14 Tinseltown RV Park

temporary erosion control measures shall be acceptably maintained until permanent erosion
control measures are established.
(i) Where runoff on natural ground may cause erosion of the trench or erosion of the backfill in
the trench, the Contractor shall construct temporary erosion control measures. These may
include but not be limited to diversion ditches, check dams and silt basins or other suitable
erosion control measures.
Q} Permanent seeding of disturbed areas shall be accomplished at the earliest practicable time.
(k) Gravel construction entrances shall be installed at all locations used regularly as ingress and
egress to the project site.
(1) Stream and River Crossings
Diversion ditches shall be constructed at or near the top of each river bank at river crossings.
Localized stormwater runoff shall be diverted by way of the diversion ditches away from the
disturbed stream bank. Other specified erosion control material shall be used in ditches and
swales.
Brooks Engineering Associates, PA
BEA # 313408 15
Specifications
Tinseltown RV Park

i
4.0 INSPECTION�AND MONITORING PROCEEDINGS
4.1 Pre -Construction Meeting
A pre -construction meeting shall be scheduled which shall include the contractor, the NCDENR
DWQ representative, the engineer or his representative, the system(s) manufacturer
representative and the certified operator. Scheduling this meeting shall be the responsibility of
the installation contractor and all parties shall receive a minimum of one week's notice prior to
the meeting date scheduled. Any changes to the plans requested by the contractor or DWQ
representative will be discussed at this meeting and responded to within 3 working days by the
engineer.
4.2 Intermediate Inspection of the System During Construction
The contractor shall notify the engineer in time to inspect the site and insure proper installation
of the system components prior to backfilling.
4.3 Final Inspection & System Start -Up
At the final inspection the installation contractor shall provide the engineer submittal sheets for
ALL major components utilized including tanks, pumps, valves, telemetry, and UV system.
4.3.1 Start-up Procedures
Start-up testing shall be required for all electrical and pressurized components of the on -
site wastewater system. Testing of all components to insure operation in accordance
with intended function shall be checked and recorded. Potable water shall be utilized for
all system testing. Each pod shall be dosed and flushed manually and evidence of the
irrigation schedule programmed shall be provided.
4.3.2 Pumps and Controls
Potable water shall be' introduced into the pump tank sufficient to activate (either by float
switches or time -dose) the pumping system for 2 on/off dosing cycles. The dosing
volume shall be estimated by checking tank levels before and after each dose cycle.
Brooks Engineering Associates, PA
BEA # 313408 16
Specifications
Tinseltown RV Park

Pump run-times and estimated dose volumes shall be recorded for review by the project
engineer. If alternating duplex pumps are utilized, pump sequencing should be checked.
Electrical system components shall be approved by the local building inspector.
4.3.3 Pressure Distribution
Dynamic pressure shall be checked via the pressure gauges at the pods. Pressures
shall meet specified engineering requirements and be within the operating range
specified by the manufacturer. Pressure testing devices shall be installed as shown on
the engineering drawings.
Brooks Engineering Associates, PA Specifications
BEA # 313408 17 Tinseltown RV Park

5.0 ATTACHMENTS
Brooks Engineering Associates, PA Specifications
BEA # 313408 18 Tinseltown RV Park

ATTACHMENT A
NPDES PERMIT
Brooks Engineering Associates, PA Specifications
- BEA # 313408 19 Tinseltown RV Park

OF WA TF�
\off QG ©*A
NC ENR
Wayne Smith
51 Bridge Street, #B
Sylva, NC 28779
Dear Mr. Smith,
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 8, 2009
Coleen H. Sullins, Director
Division of Water Quality
Subject: Issuance of NPDES Permit NCO088765
Tinsletown RV Park
Jackson County
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge 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 October 15, 2007 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on October 22, 2008.
The Division recommends that you consider ultraviolet (UV) disinfection for your facility. Chlorine can be
acutely toxic to aquatic organisms and forms secondary compounds that can also be detrimental to aquatic life. UV
disinfection would reduce the chemical load in your facility's effluent and reduce risks to aquatic life ins tteam.
The Division also recommends that the plant will be equipped with emergency generators to operate all
critical parts of the plant 'during the power outage. The dumping of recreational vehicle holding tanks that contain
formaldehyde or other toxic compounds should be prohibited.
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 (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. 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, the 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 Sergei Chernikov at telephone number
[phone].
Sincerely,
J �^- Coleen H. Sullins
cc: NPDES Permit File
Central Files
Asheville Regional Office / Surface Water Protection
Mark Brooks, P.E., Brooks Engineering Associates, PA,
17 Arlington Street, Asheville, NC 28801,
N. C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state.nc.us DENR Customer Service Center: 1 800 623-7748

Permit NCO088765
STATE OF NORTH CAROLINA .
DEPARTMENT OF ENVIRONMENT 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 143-2IS. 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,
Wayne Smith
is hereby authorized to discharge wastewater from. a facility located at the
Tinseltown RV Park
80 WIlmont Road
Sylva
Jackson County
to receiving waters designated as Tuckasegee River in Little Tennessee River Basin
in accordance with 'effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become- effective February 1, 2009.
This permit and authorization to discharge shall expire at midnight on. November 30, 2012.
Signed this day January 8, 2009.
3� Coleen H. Sullins, Director
I
Division of Water Quality
By Authority of the Environmental Management Commission

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Latitude: 35'24'12" TI-nseltown -RV Park Facility
Longitude: 83'197'
Receiving Stream: Tucicasegee River WWTP Location
Stream Class: B NCO088765
Subbasin: 040402
Jackson County -
North]

Permit NCO088765
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS.
During the period beginning upon completion of the construction of WWTP and lasting
until expiration, the Permittee is authorized to discharge from outfall 001. Such
discharges shall be limited and monitored by the Permittee as specified below:
PARAMETER
LIMITS.'-; ..
= MONITORI'NG-REQUIREMENTS
Monthly"Aireraga
Daily Maximum
" Measurement
ample Type
"Sample Locat
Ffequeric
Flow
0.0042 MGD
Weekly
Instantaneous
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Fecal Coliform
200/100 mL
400/100 mL
Weekly
Grab
Effluent
eometric mean
Total Residual Chlorine
28 pg/L
2/Week
Grab
Effluent
TRC l
Temperature (°C)
Weekly
Grab
Effluent
pH
> 6.0 and < 9.6 standard units
Weekly
Grab
Effluent
Footnotes:
1. Limit and monitoring applies only if chlorine is added for disinfection. The Permittee
shall report all effluent TRC values reported by a NC -certified laboratory [including
field -certified]. Effluent values below 50 µg/L will be treated as zero for compliance
purposes.
There shall be no discharge of floating solids or visible foam in other than trace
amounts

NPDES Permit Standard Conditions
Page 1 of 16
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples axe collected three times per week on three separate calendar days.
--- Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Averao-e
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
B ass
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.
Calendar Day
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.
Calendar Quarter
One of the following distinct periods: January through March, April. through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: 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
(3) Variable time/constant volume: 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 preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
Version 1011012007

1 NPDES Permit Standard Conditions
Page 2 of 16
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Petmittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect
effluent grab samples at least every X hours [X = days detention time] over a 24-hour period. Effluent
samples shall be collected at least every six hours; there must be a minimum of four samples during a 24-
hour sampling period.
Continuous flow measurement
Flow monitoring that occurs without 'interruption throughout the operating hours of the facility. Flow shall be
monitored continually except fox the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
- Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" for conventional and other non -toxicant parameters. NOTE: Permittees may not
submit a "daily average" calculation [for determining compliance with permit limits] for toxicants. See the relevant
Federal effluent guideline[s] for the appropriate calculation interval.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
_DWO or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered =1.
Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CPR Part 116 pursuant to Section 311 of the Clean Water Act.
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Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Monthly Average concentration limit),
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
,Quarterly Average concentration limit
The average of all samples taken over a calendar quarter.
Severe property damage
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 excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
U set
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational .error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Petr ittee 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 [40 CFR 122.41].
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 requitement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000'per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
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section 402- of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
~- d. Any person who kraozvin� violates such sections, or such conditions or limitations 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. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
4 condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
- more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil. penalty of not more than $25,000 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. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this 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 H violations ate not to exceed $10,000 per day for each day during which the
violation continues, with the maximum amount of any Class H penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
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 with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part H. C. 4), "Upsets" (Part H. C. 5) and "Power
Failures" (Part H. 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.
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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 [40 CFR 122.41 (g)].
_ 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. 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 [NCGS 150B-23].
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 map request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Pernittee shall also furnish to the
Permit Issuing Authority upon request, copies of records requited by this permit [40 CFR 122.41 (h)].
9. Duty- to Reap"ly
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 [40 CFR 122.41 (b)].
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
[40 CFR 122.41 (k)].
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, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where 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 [40 CFR 122.221.
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b. All reports requited by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. 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, of 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, [40 CFR 122.22]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following cettification [40 CFR 122.22]:
"1 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
F 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 [40 CFR 122.41 (f ].
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 Tide 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. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within 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) (2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such opetatof must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.02011.
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The ORC of each Class I facility must
➢ Visit the facility at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class H, III and IV facility must
_. ➢ Visit the facility at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. 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 Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41
+ 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 [40 CFR 122.41
(c)]
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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 b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(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 effect of the bypass.
-- (2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Peru ttee 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 b. of this section.
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(2) Bypass from the collection system is prohibited and the Per-tnit.Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. 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.
b. Conditions necessary for a demonstration of upset: A Petmittee 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 Petmittee 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) -of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Petmittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
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 503. The
Permittee shall comply with applicable 40 CFR 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 Petmittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 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 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 [40 CFR 122.41 (j)].
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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 (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month 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:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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 is 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. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow 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 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 [40 CFR 122.41].
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.
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 [40 CFR 122.41].
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
➢ all original strip chart recordings for continuous monitoring instrumentation
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➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained 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 [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
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.
S. 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 requited
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
Pit;
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 [40 CFR 122.41 (i)].
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 Petmittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
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 subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 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 alteration, 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 Petmittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
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4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may requite
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 (1) (3)].
-- 5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Perinittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Peimittee shall report to the . Director or the appropriate Regional Office any noncompliance that
potentially threatens public 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 [40 CFR 122.41 (1) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
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 [40 CFR 122.41 (1) (7)].
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 [40 CFR 122.41 (1) (8)].
9. Noncompliance Notification
The Petmittee 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 .dap 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.
Version 1011012007

NPDES Permit Standard Conditions
Page 12 of 16'
Persons reporting such occurrences by telephone shall also file a written report 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, allreports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. 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 $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Pem-iittee (NCGS 143-215.1C).
The report shall snmmari7e the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, not add to the plant's treatment
capacity, not change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section 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 (40 CFR 122.42):
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 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-meth7l-4.6-dinitrophenol; and one milligram per liter
(l mg/L) for antimony;
(3) Five 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';
Version 10/10/2007

NPDES Permit Standard Conditions
Page 13 of 16
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall 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 Peruittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any' -wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs�
All POTWs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes.of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users
_ 1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
-- treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
C. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
Version 1011012007

NPDES Permit Standard Conditions
Page 14 of 1 G'
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall requite any industrial discharges sending- influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as requited under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b) (8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General .Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
-- .0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit.
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b) (8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
- 2. Industrial Waste Survey M SI
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part H, Section D, and Section E.S.).
4. Headworks Analysis (HWAI and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Permittee shall submit to the Division a written technical evaluation
of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) [40
CFR 122.44]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H .0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
Version 1011012007

NPDES Permit Standard Conditions
Page 15of16
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, penmits for
operation of pretreatment equipment and discharge to tie Penmittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Perinittee shall maintain a current Allocation Table (AT) which st,mmai i es the results
of the Headworks Analysis WA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for tie construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed Pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Pennit (IUP) limitations.
7. POTW Inspection & Monitoring of then SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of infonmation supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
- b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -
limited pollutants, once during the period froim January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
Y The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
Enforcement Response Plan =)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports (PARS
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment
Annual Report (PAR) describing its pretreatment activities over the previous twelve months to the
Division at the following address:
NC DENR / DWQ / Pretreatment Unit
1617 MaU Service Center
Raleigh, NC 27699-1617
Version 1011012007

NPDES Permit Standard Condition's
Page 16 of'16'
These reports shall be submitted according to a schedule established by the Director and shall contain the
following
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non -Compliance (SNC);
b.) Pretreatment Program Summaiv (PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report (SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by the Division;
d.) Industrial Data Sum nary Forms aDSE)
Monitoring data from samples collected by both the POTW and the Significant Industrial
User (S1U). These analytical results must be reported on Industrial Data Summary Forms
JDSF) or other specific format approved by flee Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of flee Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were- in Significant
Non -Compliance (SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
shall be published within four months of the applicable twelve-month period.
12. Record Keeping
The Permmittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its
approved pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A NCAC 2H .0907.
Version 1011012007

~. Brooks Engineering Associates
C .-
Land Planning Civil Engineering Surveying Environmental Services �Soil Scien •e Services
TINSELTOWN RV PARZO09
JACKSON CDUNTY, NORTH CA LIN.4UG
i
WATER QUALITY SECTION
I
HEVILLE REGIONAL OFFICE
NPDES WASTEWATER DISCHARC�`E SYSTEM
CALCULAT/DNS & PRODUCT INFORWAT/ON
SHEETS
PREPARED FOR:
AUG 3 2009
WAYNE SMITH
TINSELTOWN RV PARK �`��
5 1 BRIDGE STREET #B LOAN
�(+TljlM
SYLVA, NO Z E37 7 9 6 i1f� Abu i s`a
? FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION
ES
S L
0 ..
GIN
C
ORIGINALC JLY 1 5, 2�09
BROOKS ENGINEERING ASSOCIATES PROJECT No.: 31 3408
i
I 1
i
17 ARLINGTON STREET
ASHEVILLE, NO Z6B01
829.232.4700
r 17 Arlington St. Asheville, NC 28801 www.brooksea.com ph.828.232.4700 fx.828.232.1331

TABLE OF CONTENTS
1.0 Calculations
1.1 Generator Requirements Estimates
1.2 TDH Calculations For Pod Dosing (and pump curves)
1.3 Buoyancy Calculations for Pump Tanks
1.4 WWTP Pollutant Loading Calculations
2.0 Attachments
Attachment A — EZ-Treat Cut -Sheets
Attachment B — Cut -Sheets for Dellinger Concrete Tanks
Attachment C -.Cut-Sheets for EZ-Set UV Units
Attachment D - Cut -Sheets for Back -Up Generators & Transfer Switch

1.0 CALCULATIONS
1.1 Generator Requirements Estimates
1.2 TDH Calculations For Pod Dosing (and pump curves)
1.3 Buoyancy Calculations for Pump Tanks
1.4. WWTP Pollutant Loading Calculations

1.1 Generator requirements estimates

Brooks Engineering Associates
.9 9
www.brooksea.com 17 Arlington St. Asheville, NC 28801 ph.828.232.4700 fx.828.232.1331
Land Planning Civil Engineering Surveying Environmental Services
Project Name �i/L5e,/h!Y l R V
By
Project Number 313 6 Oo
Date Sheet .. of
Subject C�P.h.PX' aitr

ZING A GENERATOR FOR ELECTRIC MOTOR LOADS
l
http://www.gillettegenerators.com/sizing/sizing03.html
II Home Products Sales Service Exclusive Design Sizing About Gillette Contact Us
r—�
SIZING A GENERATOR FOR A SPEC/F/C ELECTRIC MOTOR LOAD,
OR FOR USE FN/TH LARGE EXTENSION CORDS
Generator sizing becomes more difficult when electric motors are involved, due to their large starting demand. Typically, there are two
motor styles: CODE G requires 3 times running watts to start, and CODE L requires 5 to 6 times running watts to start.
It is not practical to think that all loads will start at the same time. Nor is it practical to size a generator using all starting watts for all
selected motors, as some motor loads will already be running (or OFF), when others are ready to start. As you can see, it can be difficult t0
exactly size a generator for a group of specific loads, as they are constantly changing in their "ON" or "OFF" cycle. Always try to limit Vour
load selections to the bare essential items.
Following are (4) charts that will help in sizing large (over 1 hp) electric motor loads to be started by generator power. Use the instructions
and examples, immediately following these charts, for actual generator sizing.
CHART
A '
NEMA CODE LETER
LOCKED ROTOR KVA/HP
NEMA CODE LETER
LOCKED ROTOR KVAIHP
A
0-3.14
L
9.0-9.9
B
3.15-3.54
M
10.0-11.19
C
3.55-3.99
N
11.2-12.49
D
4.0-4.49
P
12.5-13.99
E
4.5-4.99
R
14.0-15.99
F
5.0-5.59
S
16.0-17.99
G
5.6-6.29
T
18.0-19.99
H
6.3-7.09
U
20.0-22.39
J
7.1-7.99
V
22.4-UP
8.0-8.9
NEMA STD. MG 1-10.36 JAN'84
CHART B
NEMA CODE AND HP ESTIMATES
CODE
TYPICAL HP RANGE
F
15HP&UP
G
10-12 HP
H
5-9 HP
J
HP
1.5-2.5 HP
1 HP
M
LESS THAN 1 HP
CHART C
ESTIMATED CODE G ELECTRIC MOTOR
STARTING AND RUNNING WATTS
MOTOR
HP
MOTOR
RUN
,
MOTOR STARTING WATTS
UNIVERSAL
MOTORS
.WATTS
ALL APPLIANCES)
REPULSION
INDUCTION
MOTORS
CAPACITOR
START
MOTORS
SPLIT
PHASE
MOTORS
116
300
600
760
950
1500
114
400
800
1000
1300
2000
1/3
475
960
1185
1600
2400
112
650
1000
1600
2000
3200
3/4
900
1200
2200
2800
NIA
1
1000
NIA
2500
3200
NIA
1-1/2
1700
NIA
4200
5500
NIA
2
2000
NIA
6000
6800
NIA
3
3200
N/A
8000
10000
N/A
5
5000
NIA
12500
15000
N/A
FIND:
SINGLE PHASE
THREE
i�
i
I of 2
7/16/2009 1:43 PM

-ZING A GENERATOR FOR ELECTRIC MOTOR LOADS
http://www.gilleftegenerators.com/sizingtsizing03 .htm1
KILOWATTS KW
VOLTS X AMPS X P.F. / 1000
VOLTS X AMPS X 1.73 X .8
/ 1000 = KVA X .8
KILO -VOLT -AMPS KVA
VOLTS X AMP / 1000
VOLTS X AMPS X 73
11000 = KW 1.8 .
KW REQUIRED FOR MOTOR
MOTOR HP X EFF.
HP X.7461 EFFICIENCY
KVA REQUIRED FOR MOTOR
MOTOR HP X EFF. X .8
HP X .746 / EFFICIENCY X .8
POWER FACTOR P.F.
KW / KVA
KW I KVA
AMPS - WHEN KW IS KNOWN
(KW X 1000) / (VOLTS X P.F.)
(KW X 1000) I (1.73 X VOLTS x P.F.)
AMPS - WHEN KVA IS KNOWN
KVA X 1000 / VOLTS
(KVA X 1000) / (1.73 X VOLTS)
REQUIRED PRIME MOVER (ENGINE) HORSE POWER
KW / (GENERATOR EFF. X .746)
FREQUENCY (HERTZ)
NUMBER OF POLES X R.P.M / 120
CHART E
WIRE GAUGE FOR EXTENSION CORDS
LOAD AMPS
0 - 50 FEET
51 - 100 FEET
101 - 150 FEET
1-11
18
16
14
12-18
16
12
10
19-25
12
10
8
26-35
.10
8
6
36-40
8
6
4
41-50
6
4
2
51-60
4
2
2
EXAMPLES IN GENERATOR SIZING FOR LARGE ELECTRIC MOTORS
I All electric motors require large amounts of electric power to start up, due to !Vs starting winding. After approximately 314 -1-1/2 seconds,
j J the starting winding drops out, and the running,winding continues, at a much lower power demand. A generator must be sized to handle
the load of the starting winding.
~' Chart A determines a motor code letter (found on all motor nameplates), which allows calculation of starting amps, or better known as
y locked rotor amps (LRA). If motor code is not available, use Chart B for code estimate. Following are formulae and examples:
Sizing a generator for single phase motor starting LRA: The formula is: Motor HP x KVA per HP x (1000 / Motor Voltage) = LRA. Example: A
17 3/4 HP, Code L motor connected to 240 Volts, requires what LRA? Refer to Chart A, and find Code L. Always use the largest KVAIHP
number, so select 9.9. The formula becomes:.75 x 9.9 x (10001240) = 7.4250.167 = 30.9 = 31 LRA. The generator must produce 31 Amps at
240 Volts, to safely start this motor. Multiply 31 amps x 240 Volts = 7400 Watts or 7.5 KW generator size.
Sizing a generator for three phase motor starting LRA: The formula is: Motor HP x KVA per HP x (1000 / (Volts x 1.73)) = LRA. Example: A
ti 20 HP Code G motor connected to 460 Volts requires what LRA? Refer to Chart A and select 6.29 KVA/HP, from Chart A, for Code G. The
4 formula becomes: 20 x 6.29 x (1000 / (460 x 1.73)) = 125.8 x 1.26 = 158.6 = 169 LRA. The generator must produce 159 Amps at 460 Volts, to
I safely start this motor. Use formula: 1.73 x Volts x Amps x .8 11000 for generator KW size.
BOTH SINGLE PHASE AND THREE PHASE MOTOR SIZING EXAMPLES ARE BASED ON INFORMATION IN NATIONAL ELECTRICAL CODE
HANDBOOK, ARTICLE 430.7 AND IS INTENDED FOR MAXIMUM VOLTAGE DIP OF 25% UPON INITIAL MOTOR START-UP. IF 35% VOLTAGE
DIP IS ALLOWABLE, REDUCE LRA, THEREFORE KW SIZE, BY 25% (LRA or KW X .75), WE DO NOT RECOMMEND ANY GENERATOR KW
SIZING THAT YIELDS MORE THAN 35% VOLTAGE DIP.
Chan B can be used as a motor code estimate, when actual motor code is not available.
Chart C can be used as a quick reference for all Code G Motors.
Chart D shows various generator formulas that may be of use.
Chart E shows wire gauge for extension cords, used with various load amps and distances.
Starting more than one motor, at one time: make a list of all motors, totaling all running watts. Calculate the starting demand when the
largest motor is started while all others are running. Add the largest motor starting watts, to the running watts of all smaller motors already
running.
As shown by selection chart, air conditioning starting watts have the largest demand load. It may be wise to dis-card air conditioner use,
during blackouts, to keep your generator kw size, smaller.
�j <PREV1 C7L1 S
Gillette Generators, Inc.
Copyright©2004 All rights reserved.
2'of2
7/ 16/2009 1:43 PM

1.2 TDH calculations for Pod Dosing (and pump curves)

Pod Dosing
TDH = AH + hm
where:
�H = elevation head
hm = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
hm = (4.727 U d" "7) (Q/C)t'ss where: Q in cfs, L in feet, d in ft.
�`- no user input
s c' user input req'd
Piping: sett " O"PVC 3
Diameter= 2 inches nominal) equals 2.047 inches (ID)
_.
0.17058333 ft.
INPUTS
Elevation Head Loss Major Losses
Equiv. Length
Sum
No. inputs
Fittings
Details
Initial Elev.
Final Elev.
L
"C"
(FT)
Eq. Length
c �0...
90 DI G ELL., :threaded"-
,m
;> .%`S4
DU
,rh;,,r 0",.:'
45DEGELL =threaded"-'
`.4
0 _. '.90DgQTEE
;'
threadpdr
, �: ° ,.
f0 F
000
1 a .
COURAING,K."
threaded:
'
k
a
2 * ,
a, a._200
0
GATE'VALVE="'
threaded. -
1=3
a"A.00
.
GLOI3EVALVE
threaded->=
,
= ;55
0:00
ANGLEMALVE
thre6dedi'4-
CHECK..VALV.E,�
threaded."
"; r
g
0io
Distributing Valve Headloss
Additional Head at end of line
V-�
r-,
II
Brooks Engineering Associates
10ft
r H
Q (gpm)
�H
hm (feet)
TDH
PSI
Velocity
5
8.00
0.13
23.13
10.0
0.51
10
8.00
0.48
23.48
10.2
1.02
15
8.00
1.01
24.01
10.4
1.53
20
8.00
1.71
24.71
10.7
2.04
25
8.00
2.59
25.59
11.1
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3.63
26.63
11.5
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8.00
15.21
38.21
16.5
6.64
P. 1 of 1
7/15/2009

STA-RITE'
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Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613WS
6

1.3 Buoyancy Calculations for Pump Tanks

Tinseltown RV Park
RECIRCULATION TANK Buoyancy Calculations
Tank Selected: 3,000 Gallon Dellinger Pump Tank BEA Project # 313408
Assumptions
* Worst Conditions for tank upheaval are assumed to be with the tank empty and the water table at the ground surface.
k Input Value
Calculated Value
mDensity of H2O (lb/cu. ft) Length
mmluwlli
Density of Soil (lb/cu. ft)
Density of Steel (lb/cu. ft)
Density of Concrete (lb/cu. ft)
Tank
Tank Dimensions
Concrete Tank Material
Length (ft)
,6 t Width (ft)
6 Height (ft)
Depth below G.S. (ft)
Volume of Tank (gal)
463 Volume of Tank (cu. ft)
1 Weight of Tank (lb)
Effective Soil Weight
156.4 Volume of Soil over Concrete Tank(cu. ft)
9,011 Weight of Soil over Concrete Tank (lb)
Effective Weight of Water in Tank
Gallons below minimum liquid level over pump
7,216 Weight of water in tank (lb)
Height
Ground Surface
Force Analysis
33,627 Effective Downward Force (lb) = wt tank + wt concrete + wt water in tank + wt of soil over buoyancy counter measures
28,864 Buoyancy Force (lb) = volume of submerged tank x density of water
yes Is downward force approximately 1.2 x buoyancy force?
The tank will not rise due to upheaval.
Brooks Engineering Associates, PA 7/15/2009

1.4 WWTP Pollutant Loading Calculations

Tinsel Town RV Park - Jackson County, NC
Waste Design Loading Worksheet for BOD & TSS
Project: Wayne Smith - Tinsel Town RV Park - Jackson County, NC
Expected Flow:
Average 4200 gpd
Design 4620 gpd
Number of EZ-TREAT Pods 6 pods
Expected Waste Strenaths (out of septic tank)
BOD Average
BOD Peak
TSS Average
TSS Peak
Weekly Loading:
Average Week day
Design Week day
75% Design Week day
Summary
Average
Maximum Loadina:
One day per month
Influent Waste Strengths: -
BOD Average:
200 mg/L
BOD Peak:
400 mg/L
TSS Average
200 mg/L
TSS Peak
400 mg/L
150 mg/L
200 mg/L
35 mg/L
50 mg/L
#
TSS
BOD
Total BOD
Total TSS
days Flow
BOD (mg/L)
(mg/L)
(pounds/day)
TSS (Pounds/day)
(pounds)
(pounds)
5 4200
150
35
5.3
1.2
26.3
6.1
1 4620
150
35
5.8
1.3
5.8
1.3
1 3465
150
35
4.3
1.0
4.3
1.0
7 12285
36.4
8.5
5.2
1.2
#
TSS
BOD
days Flow
BOD (mg/L)
(mg2)
(pounds/day)
TSS (Pounds/day)
1 4620
200
50
7.7
1.9
Average Daily Loading
BOD 5.2 pounds/ day
Calculated Loading per EZ-TREAT Pod
0.9 pounds/day
Manufacturer Recommenaeo Max Loaomq to acmeve limits
1.89 pounds/day
TSS 1.2 pounds/ day
0.2 pounds/day
1 pounds/day
Peak Daily Loading (7 day period):
BOD 5.8 pounds/ day
1.0 pounds/day
1.89 pounds/day
TSS 1.3 pounds/ day
0.2 pounds/day
1 pounds/day
Peak Daily Loading (30 day period)
BOD 7.7 pounds/ day
1.3 pounds/day
1.89 pounds/day
TSS 1.9 pounds/day,
0.3 pounds/day
1 pounds/day
Notes:
1. We estimate that sufficient primary tankage will reduce influent waste strengths to residential strength septic tank effluent as shown above.
2. Use of certain chemicals are deleterious to the organisms required to break down and treat the waste. Measures must be taken to eliminate introduction of such chemicals.
3. Calculated loading rated are less than the manufacturer recommended loading rates so the system will meet the effluent limits as designed.
Brooks Engineering Associates, P.A.
7/16/2009

Tinseltown RV Park
Septic Tank Requirements - Sludge Capacity Worksheet
Project: Tinseltown RV Park - Jackson County, NC
Expected Flow:
Average 4200 gpd
Design 4620 gpd
Number of EZ-TREAT Pods 6 pods
Expected Waste Strenaths (out of septic tank
_ BOD Average __ 1-50 mg/L
BOD Peak 200 mg/L
TSS Average 35 mg/L
TSS Peak 50 mg/L
Septic Tank Reauirements - Sludae Capacity
Daily Sludge Production = .65lb/lb BOD Removed
Volume of Thickened Sludge at 1/2%
30 days Storage Rqmt.
EPA Recommended Rqmt = 3.5 cf per capita
(capita = Q/100 GPD/person)
Actual Septic Tank Volume Utilized (see Specifications)
Days provided (25% of total tank volume)
Influent Waste Strengths:
BOD Average:
200 mg/L
BOD Peak:
400 mg/L
TSS Average
200 mg/L
TSS Peak
400 mg/L
1.1 lb/day solids
27.3
gal/day
819.5
gal
147
W
1099.6
gal
9,000 gal
82 days
Brooks Engineering Associates, P.A. 7/16/2009

Brooks Engineering Associates
www.brooksea.com 17 Arlington St. Asheville, NC 28801 ph.828.232.4700 fx.828.232.1331
Land Planning
Project Name TAW Pow ,'d/ 1ePark
By
j Subject
Civil Engineering Surveying Environmental Services
Project Number YNO%
Date � Sheet . 1 of_

Brooks
Engineering
9 9
Associates
^�
www.brooksea.com
17 Arlington St. Asheville, NC 28801
'h.828.232.4700 fx.828.232.1331
Land Planning
Civil Engineering Surveying Environmental Services
- Project Name TIKSC&WVJ�y
Park--
Project Number
3l3 glob
By
Date
Sheet of�
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Brooks Engineering Associates
www.brooksea.com 17 Arlington St. Asheville, NC 28801 ph.828.232.4700 fx.828.232.1331
Land Planning
Project Name 7�&V1. RV Park
i
By
1 Subject
Civil Engineering Surveying Environmental Services
Project Number 313go%
Date l r� Jd f Sheet of_
.......... ..... ... ...

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Brooks Engineering
www.brooksea.com 17 Arlington St. Asheville, NC 28801
s �_ Land Planning
Project Name oXSC&WV, park
By
F
1 J Subject
Associates
ph.828.232.4700 fx.828.232.1331
Civil Engineering Surveying Environmental Services
Project Number , 31 qO S
Date 6 �� Sheet � of_
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location for the same degree of nitrification. This lower surface requirement is chiefly due
to the higher wastewater temperature, but the fact that the influent BOD5 levels were lower
may also have caused a higher proportion of nitrifiers to be present in the trickling filter's
surface film. In the case of Lima, Ohio, the influent to the nitrification stage is produced by
a step aeration activated sludge plant.
Surface requirements for nitrification of oxidation pond effluent at Sunnyvale, California
r are shown in Figure 4-17.73 In this case, large quantities of algae were present h1 the
f trickling filter influent. While the bulk of the algae passed through the unit unaffected, at
FIGURE 4-15
SURFACE AREA REQUIREMENTS FOR NITRIFICATION -
MIDLAND MICHIGAN
12,000
0
W10,000
N
`d
8, 000
i Z
m
6,000
Q
w
QC
Q
w
2,000
cc
0
0
0
0
13
0
0
0
0
0
0
I SF/lb/day=0.2 m2/kg/day
Influent Data (mean)
BOD5 15 - 20 mg/l
SS 15 - 20 mg/l
Organic N 1-4 mg/l
NH4 N 8-18 mg/l
BOD5/TKN , 1,1
7to 11C
13 to 19 C
0 0
Key
0 T= 7 to 11C
o T=13to 19C
1.0 2.0 3.0 4.0 5.0 6.
EFFLUENT AMMONIA-N, m911
4-64

4^
least 20 to 40 percent were trapped and eventually oxidized. This would have affected the
proportion of heterotrophic bacteria in the bacterial film, causing higher surface requirements
for nitrification at Sunnyvale, California than at Midland, Michigan.
Available data with rock media is more sparse and is summarized in Table 4-16 in terms of
ammonia oxidized per unit volume. Rock media is capable of ammonia oxidation at only 15
to 50 percent of the plastic media rate:, on a volumetric load basis. The principal reason for
this is undoubtedly the rock media's lower specific surface, although the lower depth of the
typical rock filter may also have a role to play.
12,000
0
w
O
C'1
Q
4, 000
W
cc
IKZ
2,000
tJ
FIGURE 4-16 m !f VS 0 (roA 1C IKV)
SURFACE AREA REQUIREMENTS FOR NITRIFICATION -
LIMA, OHIO
@ 4
7 to 11 C
Midland, DataC
13 to 19 C� 14
Data point ignored
in trend line
18 to 22 C
O
Lima, Ohio
Key-Lima,Ohio Data
o T = 18 to 22 C
i] T= 10C
1, U 2.0 - 3.0 4.0
EFFLUENT AMMONIA — N, m911
4-65
5.0 6.0

under average daily loading conditions should be multiplied by the ratio of peak ammonia
load to average load to establish design surface area. An alternative would be to provide flow
equalization.
K�
FIGURE 4-17
SURFACE AREA REQUIREMENTS FOR NITRIFICATION -
SUNNYVALE. CALIFORNIA
14,OOC
p 12,00(
0
W
N
a
10,0.0C
0
8,000
m
6,Q00
Q
w
Q
v
U
4,000
2,000
oho'
Influent
Data (mean)_
COD
= 210 mg/l
SS
= 104 mg11
Organic
N = 10.0 mg/l
NH4-N
= 16.7 mg/1
0 0
0
Sunnyvale, California Data
13 C to 19 C
O
O 0 p O
O
O O (D O
O �
Midland, Michigan Data
13 C to 19 C
Key
O Test result from
Sunnyvale work
1
2 4 6 8 10 12
EFFLUENT AMMONIA—N, mg/1
4-67

0.15
0
J
z
(zyk
FIGURE 5-23
EFFECT OF TEMPERATURE ON PEAK DENITRIFICATION
RATES WITH WASTEWATER AS CARBON SOURCE
KEY
SYMBOL LOCATION REF.
® Blue Plains 60
® Austin jexas 74
❑ Pretoria, S.A. 61
A Denmark 69
13
F,
® ■
0 1 1 1 1 I
5 /0 /5 20 25 30
TEMPERATURE, C
The hydraulic mode of operation significantly affects the kinetic design procedure. In all of
these systems, relatively complex and lengthy mass balances are necessary to describe the
system. None -the -less, such descriptions are possible andhave been developed for two of the
alternating a6robic/anoxic systems.61,69 These models are presented in sufficient detail in
the literature to allow their modification for use in design. Iterative solution of equations is
required, and the digital computer has proven a useful design tool.69 The limitation of these
models is that generally applicable kinetic rate data are not yet available.
5-57

ATTACHMENTS
5
Attachment A — EZ-Treat Cut -Sheets
Attachment B — Cut -Sheets for Dellinger Concrete Tanks
Attachment C - Cut -Sheets for EZ-Set UV Units
(; Attachment D - Cut -Sheets for Back -Up Generators & Transfer Switch

ATTACHMENT A

RE
E mZ
t"R- E'ATMEN T SY STEM
I
I section I
E-Z Treat Technology

E-Z
tTrea� t pprrSyn"em
As the U.S. EPA document "Technology Assessment of Intermittent Sand Filters" states:
" Intermittent sand filter filtration of wastewater is not new technology" the concept was employed in the
U.S. in the mid-1800's. "Intermittent sand filters are ideally suited to rural community clusters, small
cluster homes, individual homes and business establishments. They can achieve advanced secondary or
even tertiary levels of treatment consistently with a minimum of attention." (Anderson, et al, 1985) The
EPA points out that sand filters operate reliably in a trouble free manner and the technology is very "fail
safe" in that it is inherently stable. The biology of the system is quite diverse, typically including many
tropluc levels of microorganisms, and some macro organisms. (Galaw et al, 1952, Calaway, 1957) These
characteristics render the process inherently resistant to upset and also allow it to readily accommodate
-' sanitations where.loading is highly non -uniform.
The major failure mode of the biofiltration process is clogging of the filter bed at the surface. Even when
clogging has proceeded to the point of surface pondl_ng the 'effluent quality typically does not degrade
significantly. The clogging, which is typically a slow long term process, is largely a surface phenomenon
and can be quickly regenerated by simply raking the surface. Once the, filter has been rehabilitated the
treatment process is immediately back in working order. This is in stark contrast to activated sludge
technology. That process is affected by few uophic levels of aerobic organisms suspended in the liquid
and living in concentrations that far exceed those found in nature. The environment of that liquid mass
must be tightly controlled or else lihd
b Y � process v,Till be upset. Once the activated sludge process goes oil
track it often takes it considerable time to recover.
These contrasting characteristics, dictate that biofiltration technology is far better suited for use in small-
scale systems, where continuous attention to the treatment process is typically not affordable. To enhance
the efficiency of biofiltration technology —and thus promote its broader use —"advanced" design concepts
which render the process more -efficient, and even more highly reliable than the."basic" concept, can be
employed. The derivation and exhibition of those concepts is the basis of the E-Z Treat System.
A major observation in the University Florida studies was the impact of loading frequency. It was found
that, all other factors remaining equal, splitting the daily load into two doses increased removal
efficiencies and allowed sands of a given size to be loaded more heavily. (Grantham, et al, 1949). This led
to further investigations of more frequent loadings. The conclusion of these studies was that more frequent
loadings can allow higher loading rates to be readily accommodated with no degradation in treatment and
without premature clogging of the filter. (Furman, et al, 1955)
Another major observation was the effect of media size on allowable loading rate, and the interaction of
this parameter with loading frequency. For filters employing larger media, treatment performance was
observed to improve with more frequent loadings, even when higher hydraulic loading rates were applied.
01

E-Z Treat System
Technology
A filter with an effective sand size of 1.04 mm—somewhat larger than the 0.2 to 0.4 mm effective size
typically employed in sand filters to that point —demonstrated a 96% BOD5 removal efficiency when
loaded once per hour at a rate of 13.8 gai/Oday (55.2 cm/day), a huge increase over the rates typically
employed. This contrasted with a removal efficiency of only 70-80% at loading rates ranging from 4.02 to
9.76 gal/Oday (16.1-39.0 cm/day) when the filter bed was only loaded twice per day. Two other filters
with smaller sands-0.44 mm and 0.46 mm effective size —had BOD5 removal efficiencies ranging from
80% to 93% when loaded twice per day at hydraulic loading rates ranging from 2.87 to 7.46 gal/fe/day
(11.5-29.8 cm/day). When loading frequency on these filters was increased to 4 times per day at a
4 hydraulic loading rate of 6.89 gal/A'/day (27.5 cm/day), removal efficiencies elevated to 95-97%.
(Furman, et al, 1955)
Mitchell (1986) demonstrated the ability of sand filters to accommodate elevated loading rates when the
influent is septic tank effluent that has been pretreated by passing through an anaerobic upz`low filter. Four
sand filters, each containing media of 0.52 mm effective size, were loaded at rates of 1.5, 3, 9 and 15
gal/Oday (6, 12, 36, 60 cm/day). Loading frequency was not reported. Filter influent averaged 85 mg/1 of
BOD5, and the effluent from all four filters was below 5 mg/1 throughout the 6-month study period, a
removal rate of over 94%. At 15 gal/fi /day (60 cm/day), organic loading rate was 0.011 lb BODs/J. /day.
While influent levels were not reported, TSS concentrations in the effluents were less than 3 mg/1
throughout the study period. Mitchell reported that there was no evidence of clogging in any of the filters.
He offered the opinion that such a system could operate indefinitely without needing filter bed
maintenance at 8 gaUft'/day (32 cm/day), and could probably do so at -rates in excess of 15 gal/f'/day (60
cm/day). "Allowable [hydraulic] loading rates increase with the degree of pretreatment".
(Mitchell, 1987)
The Washington Island project also confirmed the observations of the Florida studies (and many other
efforts over the last two decades—e.g., Swanson & Dix, 1987, Sandy, 1987, Piluk, 1989) that treatment
efficiency can be maintained when employing coarser media if loading is frequent and uniform over the -
diurnal cycle. Three of these systems employed a very coarse gravel media in the size range of 1/4"--3/8"
(6-9.5 mm) yet still provided superior performance.
When using coarse media, it becomes critically important to load the biofilter as uniformly as practical
over its entire surface. While fine media filters present sufficient resistance to infiltration that a rapidly
loaded dose would spread over the bed surface even if loaded at a single point, coarse media filters will
cause no such spread from the point of application, at least not until significant clogging had developed at
that point. When that occurs, adjacent areas would receive all the flow until they too clogged, and so on,
until this "progressive failure" resulted in the whole bed becoming clogged. While many practitioners
employ perforated headers to distribute influent, a practical header system would only provide a more
"fine-grained" array of point loadings, still wasting a significant portion of the bed surface. Maximum
efficiency is achieved by a spray distribution system. The partial aeration of the wastewater imparted by
spray distribution is also beneficial to the treatment process, as detailed by Pilule (1988).

E-Z Treat System
Technology
Another basic design parameter is media depth. Design criteria generally recommend a filter bed depth of
24-36 inches (61-91 cm) when using a porous media. The Florida studies showed that most of the
purification is affected within the top 9-12 inches (23-30 cm) of the media.
More recent work by Tchobanoglous (1999) indicates that not only is strength of the applied influent
important, but reducing particle size in the wastewater can have a dramatic impact on treatment efficiency.
Tchobanoglous asserts that this is because smaller particles are more quickly digested by the biota of the
filter bed, in essence more quickly "freeing up" those microbes to digest particles carried into the filter by
the next dose. This factor urges the use of prefiltration devices that exclude large particles in the high-
performance biofltration process.
Introduced by Nines and Favreau, recirculation was initially used to minimize odors when dosing open
sand filters with septic tank effluent. (Nsnes & Favreau, 1975, Teske, 1979) It was immediately observed
that recirculation also improved treatment efficiency. This is due in part to the more uniform loading
schedule that -recirculation can impart. The major factor, however, is dilution of the filter influent strength
imparted by mixing forward flow with recirculation flow.
It turns out that design features that would enhance biofilter treatment efficiency in regard to BOD5 and
TSS removal and would allow it to be more heavily loaded also generally promote a high degree of
nitrification —the conversion of ammonium -nitrogen in the wastewater to the nitrate form. This is a
prerequisite for eliminating nitrogen from the wastewater by denitrification—the conversion of nitrate to
nitrogen gas, which bubbles off into the atmosphere.
A number of works have explored the use of modified re -circulating biofilter concepts to erect removal of
nitrogen from wastewater by clever manipulation of the nitrogen cycle. Denitrification requires an
anaerobic environment and an adequate food source for the denitrifiers. Nitrified biofilter effluent is
routed through the anaerobic "front end" of the.system, where these conditions are met, and denitrification
occurs as the re -circulated water flows through it. It had been observed that some degree of aenitriftcation
occurs in the conventional recirculating biofilter process when re -circulated effluent mixes with septic
tank effluent in the dosing tank_. (Pilule, 1985) Modifications of that process aim to provide a better anoxic
environment to increase the degree of denitrification.
The E-Z Treat System incorporates technology resulting from years of independent research in re-
circulation sand biofilteration. Our system applies each area of this technology in a pre -packaged system,
insuring consistent in the field performance as to SOD reductions, TSS reductions and Denitrification. E-
Z Treat System addresses media size and composition, drainage and ventilation, optimum dosing cycles
per hour, depth of filter media, pre-treatment of effluent, pre -filtering of effluent to insure particle size,
even distribution of effluent over the media and piping design that optimize treatment within the system.
M

REFERENCES
Anderson, D. L., R. L. Siegrist, and R. J. Otis. 1985. Technology Assessment of Intermittent
Sand Filters, U.S. EPA, Office o; Research and Development, Municipal Environmental
Research Laboratory, Cincinnati.
Calaway, W. T. 1957. Intermittent Sand Filters and their Biology. Sewage Works Journal, Vol.
29, No. i :1-5.
Calaway, W. T., W. R. Carroll, and S. K. Long. 1952. HeterLophic Bacteria Encountered in
Intermittent Sand Filtration. Sewage and Industrial Wastes; Vol. 24, No. 5:642-653.
r-,
Dymond, R. L. 1981. Design Considerations for Use of On -Site Sand Filters for Wastewater
Treatment. M.S. Thesis, Institute for Research on Land and Water Resources, Pennsylvania
State University.
Furman, T. deS., W. T. Calaway, and G. R. Grantham. 1955. Intermittent Sand Filters —
Multiple Loadings. Sewage Works Journal, Vol. 21, No. 6:1002-1015.
Hines, M. H. and R. E. Fayseau. 1975. Recirculating Sand Filters: An Alternative to Traditional
Sewage Absorption Systems. F_Tome Sewage Disposal, ASAE Pub. PrOc-175:130-136.
Mitchell, D. T. 1986. Sand Filtration of Septic Tank Effluent. Small Flows, U.S. EPA National
Small Flows Clearinghouse:2-3.
Piluk, R. J. and E. C. Peters. 1994. Small Recirculating Sand Filters for Individual Homes. On -
Site Wastewater Treatment, Vol. 7, ASAE Pub.18-94:310-318.
Roy, C., R. Auger, and R. Chenier. 1998. Use of Nan -Woven Fabric in Intermittent Filters. On -
Site Wastewater Treatment, Vol. 8, ASAE Pub. 03-98:500-508.
Tchbanoglous. G. 1999. Keynote address at lggg NOWRA Conference, and subsequent personal
communication.
U.S. EPA. 1980. Design Manual—Onsite Wastewater Treatment and Disposal Systems, EPA
625/1-80-012.
Venhui.zen, D. 1994. Demonstration Systems Performance Analysis —Final Report. Town of
Washington Wastewater Management Facility Plan.
Venhuizen, D., J. H. Wiersma, and J. A. Williams. 1998. Washington Island Project: Evolution
of the Denitrifying Sand Filter Concept. On -Site Wastewater Treatment, Vol. 8, ASAE Pub. 03-
98:470-479.
5

Section 4
System Maintenance and Operation
A

. la,
Operation and Mad.ite-nancy TRRATMENT SYSTLa7
1-703-753-4770
Routine CIeaning and Maintenance Procedures
i
I ,
E-Z Set requires regular inspection and maintenance of the E-Z Treat System, as a
condition of purchase and ongoing operation compliance. The mandatory service contract
will include a performance based system inspection Simi -annually.
the following is a list of the routine maintenance and cleaning procedures that are
I -required by E-Z Set Company. Failure to perform the required system maintenance could
reduce the desired performance of the system and will void the warranty on the E-Z Treat
System.
All inspection and maintenance reports must be forward, along with any additional
documentation, to E-Z Set Company, the local authorized E-Z Treat Dealer and all
required and or designated regulatory agencies.
Septic Tank
The two chambers of the septic tank shall be inspected annually to ensure they are
operating properly. Remove, the access covers over the tank openings to perform the
inspection.
1. Verify that the lid and riser assemblies are watertight. Check for any damaged,
water weeping marks, holes or cracks, the system must remain watertight to
perform properly.
2. Remove, clean and replace the E-Z Set effluent filter in accordance with the
instructions provided with the effluent niter.
3. Inspect the liquid level 1n the septic tank, it should be level with the bottom of
the outlet pipe.
4. Inspect the effluent and scum layers in the septic tank. Look for oil or any
other contaminants that are not normal.
5. Terny the tank has received its scheduled pumping and cleaning. Check the
solids layer in each of the two compartments if the solids layer is excessive
have the tank pumped.
Re -Circulation Tank and Re -Circulation Cylinder
The two chambers of the septic tank shall be inspected annually to ensure they are
operating properly. Remove the access covers over the tank openings to perform the
inspection.
Verify that the lid and riser assemblies are watertight. Check for any damaged, water
weeping marks, holes or cracks, the system must remain watertight to perform properly.
32

Oai":.-3 s��.'s0 g1 xc 1dd ME3&emstene.32t c"v THE d.T UEkiT SY 5Tl7 11
1-703-753-4770
1. Remove, clean and replace the E-Z Set effluent filter in accordance with the
instructions provided with the effluent filter.
2, Inspect the liquid level in the septic tank, it should be level with the bottom of
the outlet pipe in the compartment wall.
3. Manually tam on the discharge pump and lower the liquid level in the
recirculation cylinder, the liquid level in the first chamber of the tank should
remain at the outlet pipe. There should be no leakage -from one compartment
to the other.
4. Check each compartment for solids build up and pump the chambers if
necessary.
5. Check the re -circulation cylinder for solids build up. If the solids in the
cylinder are greater than 2 inches, pump those solids into the inlet side of the
septic tank.
6. Check the 4 inlet holes in the bottom of the re -circulation cylinder should be
fee -from solids build up and fee flowing. Clean if necessary.
7. Clean the Spin Filter, following the jnstructions as provided by the filter
manufacturer. Check the orifice in the ball valve to ensure it is clean and clear
of obstructions. When finished with the spin filers cleaning make sure the ball
valve on the spin alter is tuned and left in the closed position.
8. Verif�r that all the floats are in good condition, properly secured to the float
bracket and are able to move -freely within the re -circulation tank.
9. Verify the floats are operational by manually liidng them to simulate the
systems normal operation
10.Observe the system as it re -circulates. Visually verify all flows tbru. the
system.
11. Properly reinstall and secure all tank accesses!
E-Z Treat Vessel
The E-Z Treat Vessel should be inspected to ensure it is operating properly. Remove the
vessel cover to perform this inspection.
1. Check for odor, the system may have an earthy or musty smell, there should
be no strong or offensive odors present.
2. Observe the spray distribution nozzles during operation. If a nozzles appear to
be clogged or if the spray pattern is not uniform, remove the nozzle and clean
the nozzle.
3. Record the pressure reading on the distribution manifold gauge. Compare that
pressure to the pressure recorded at installation. If the pressure is too high,
open the ball valves at the end of the lines and blow out the distribution lines.
If the pressure is too low perform a flow test on the recirculation pump.
4. Mari^ the liquid level in the treatment vessel by looking down the ventilation
troughs, the liquid level should be 2 to 3 inches below the treatment mattress.
33

C Operation and
If a y' kq t n
ce
1 L
1:11 91Y
TREATMENT SYSThM
1-703-753-4770
5. Visually inspect the treatment mattress for holes, tears, loose seams and areas
of ponding on the mattress surface.
6. Dote the appearance of the aggregate in the proper paperwork and compare
the current appearance to that described in earlier service reports.
Control Panel/Pumps/Alarms
1. Check pump operations. Place the system in the manual mode and check the
operation of the two pumps, Then switch the system back into automatic
mode and check the operation with the floats.
2. Check the voltage and motor amp draw and record the readings. If the
readings are beyond the limits of the YEC recommendations, have an
electrician check the service line and the pumps.
3. Verify all timer and float settings to insure they are the same as set at system
start-up. If the settings have change, check the system records to identify the
time of the change. If no change is noted 1n the records, notify E-Z Set for
instructions.
A. Confirm the operation of all visual and audible alarms on the system. Make
sure the alarms perform in accordance with the original settings. Once the
alarms have been triggered, verify the operation of the telemetry unit by
checking the alarm notations on the website.
Replacement and ]disposal of Media Mattress
Tn the event it became necessary to replace the Filter Media Mattress it is a very fast and
simple process. Removing the media mattress will be preformed by service agents that
are trained and ce.-L dfied by E-Z Set.
Step One: Turn off poWer to recirculation pump, discharge pump and controls.
Step Two: Pump the Septic tank and re -circulation tank to assure continued
service by residence during the replacement.
34

eris ick 9g
3,§ and �"
�q j'j' y r�,
Mad S^ 3� te if1 .a C y
a'
T R R A T M E N 7 SYS T E M
1-703-753-4770
Step Three: Remove. the spray distribution manifold.
Step Four: Lift the mattress out of the filter vessel; this can be accomplished by
two or three service personnel.
35

-+ T RE M E NT S Y 5T E'd
--- 1-703-753-4770
Step Five: Place the mattress into the fiberglass container provided by E-Z Set.
Step Six: Transport container, easily hauled by pick up truck or light duty trailer
j to nearest E-Z Set facility, currently Haymarket, Va, or rocky Mount, N.C.
Step Six: Transport container, easily hauled by pick up truck or light duty trailer
to nearest E-Z Set facility, currently Haymarket, Va. or Rocky Mount, N.C.
Once the mattress is returned to E-Z Set the material will be sent to the nearest re -cycler
to be reprocessed and sold on the open styrene market, disposal of this product is easy
and economical.
Converting the E-Z Treat System to a Traditional Sand Filter
If it became necessary for some unforeseen reason to convert the E-Z Treat to a
conventional sand filter system it is a very easy and inexpensive operation.
Step 1: Remove the splash guards.
Step 2: Install four inch perforated under drain and four inch vent in the same manner as
if the vessel were concrete vessel.
36

i
STA-RITE°
►� POWERED BY
PENTEK
S�® co-
C US NWIG Sl 61
DRNd.g W.I.,
Precision -engineered, high -
quality, rugged Signature 20000
Stainless Steel Series Pumps
deliver efficient, dependable
performance even -in rough,
aggressive water. Heads to
1,950 feet and capacities to
65 GPM. Built to deliver long-
term, trouble -free service.
Floating impeller design resists
sand and reduces sand locking.
These pumps feature the
patented SignaSeai- staging
system.
■ Water systems... for residential,
industrial, commercial, multiple
housing and farm use.
I o
Shell - Stainless steel
Diameter - 3-7/8"
Discharge - Stainless steel
Discharge Bearing - Nylatron°
Intermediate Bearing - (On larger
units) Polycarbonate, nitrile rubber
and stainless steel
Impellers - Acetal
Diffusers - Polycarbonate
Suction Caps - Polycarbonate with
stainless steel insert
Thrust Pads - Proprietary spec.
Shaft and Coupling - Stainless
steel
intake - Stainless steel
intake Screen - Polypropylene
Cable Guard - Stainless steel
Check Valve - Acetalt
Agency Listings - CSA
Nylatron® is a registered trademark of Polymer Corp. PENTEK® and Signature 20000
_ are registered trademarks of Pentair Water. PRO-SourceT", SignaSealTA° and TrimLine7m
are trademarks of Pentair Water.
In order to provide the best products possible, specifications are subject to change.
STAINLESS STEEL
Patented Staging System - Our
proven SignaSeal' staging system
incorporates a harder -than -sand
ceramic wear surface that when
incorporated with our floating
impeller design, greatly reduces
problems with abrasives, sand lock-
up and running dry.
Discharge - Corrosion -resistant 300
grade stainless steel for durability
in aggressive water. Large octagon
wrench area for ease of installation.
Discharge Bearing - Exclusive
self-lubricating Nylatron® bearing
resists wear from sand.
Intake - Corrosion -resistant 300
grade stainless steel for durability
in aggressive water.
Shaft- Positive drive from 7/16"
hexagonal heavy-duty 300 grade
stainless steel.
Coupling - Stainless steel press
fit to pump shaft. Couples to all
standard NEMA motors.
Shell - Highest grade, heavy -walled
corrosion -resistant stainless steel.
Threaded for easy servicing.
Hardware - All screws, washers
and nuts are corrosion -resistant
300 grade stainless steel.
Check Valvet - Durable internal
spring -loaded check valve.`
Cable Guard - Corrosion -resistant
stainless steel guard protects motor
leads. Tapered ends prevent pump
from catching on well.
intake Screen - Corrosion -proof.
PENTEKO XE Motor - 2 and 3 wire
NEMA standard all stainless
construction water -filled motors.
tExcept where noted.
—{ Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613WS
Ii 1

I�
h
iJ
STA-RITE'
Motor
GPM Type
HP Stgs.
PH
Assembled Pump
Pump End
Motor
Control Box
Volt
Catalog -
Number
Length
Inches*
Weight
Pounds*
Catalog
Number
Length
Inches=
Weight
Pounds*
Catalog
Number
Weight
Pounds'!
Catalog
Number
Weight
Pounds=
1/2
6
1
1 115
S10P4HS05121
22
27
L10P4CH
12
8-1/2
P42B000SAI
19
1/2
6
1
230
S10P4HS05221
22
27
LIOP4CH
12
8-1/2
P42B0005A2
19
2 Wire
3/4
8
1
230
ISIOP4HS07221
25
30
LIOP4DH
13-3/4
9-1/2
P42B0007A2
23
1
11
1
230
S10P4HS10221
28
1 34
LIOP4EH
15-1/2
1 10-1/4
P428001OA2
25
1.1/2
15
1
230
S10P4HS15221
34
41
L10P4FH
19
12
P42B0015A2
29
1/2
6
1'
115
SlOP41-IS05131
22
27
L10P4CH
12
8.1/2
P4390005A1
19
SMC-1110511
4
1/2
6
1
230
S10P4HS05231
22
27
L10P4CH
12
8-1'/2
P43B0005A2
18
SMC-CRO521
4
3/4
8
1
230
S10P4HS07231
25
30
L10P4DH
13-3/4
9-1/2
P43B0007A2
21
SMC-CR0721
4
1
11
1
230
S10P4HS10231
28
34
LIOP4EH
15-1/2
10.1/4
P43B0010A2
23
SMC CR1021
4
1-1/2
15
1
230
S10POS15231
32-3/4'1
41
L10P4FH
19
12
P43B0015A2
27
SMC-CR1521
7
10'.
3 Wire
1.1/2
15
3
230
L10P4FH
19
12
P43B0015A3
23
1-1/2
15
3
460
L10P4FH
19
12
2
19
1
230
L10P4GH
21.1/2
13.1/2
P43BO02OA2
31
SMC-CR20211 7
2
19
3
230
L10P4GH
21-1/2
13-1/2
P439002OA3
23
2
19
3
460
L10P4GH
21-1/2
13-1/2
3
26
1
230
L1OP4HH
27-1/2
16-1/2
P43BO03OA2
40
SMC-CR3021 8
3
26
3
230
L10P4HH
27-1/2
16-1/2
P43BO03OA31
32
3
26
3
460
L10P4HH
27-1/2
16-1/2
5
43
1
230
L10P4JH
42-3/4
25,
P43BOOSOA2
70
SMC-CR50211 12
5
43
3
230
L10P4JH
42-3/4
25
P43900SOA31
55
5
43
3
1 460
L16P4JH
42-3/4
25
1/2
5
1
1 115
jS1SP4HS0SI21
22-1/41
27
L15P4CH
12-1/41
9
IP42BOOOSAI
19
1/2
5
1
230
S15P4HS05221
22-1/4
27
L15P4CH
12.1/4
9
P42B0005A2
19
2Wire
3/4
7
1
230
S15P4HS07221
25-3/4
31
L1SP4DH
14-1/2
10
P42B0007A2
23
1
9
1
230
S15P4HS10221
29.1/4
35
L15P4EH
16-3/4
11
P42B001l0A2
25
1.1/2
12
1
230
S15P4HS15221
35-1/4
43
L15P4FH
2O-1/4
13
P4280015A2
29
1/2
5
1
115
S15P41-IS05131
22-1/4
27
L15P4CH
12-1/4
9
P43BOODSAI
19
SMC-I110511
4
1/2
5
1
230
S15P4HS05231
22-1/4
27
L15P4CH
12-1/4
9
P43B0005A2
18
SMC-CRO521
4
3/4
7
1
230
S15P4HS07231
25.3/4
31
L15P4DH
14-1/2
10
P43B0007A2
21
SMC-CR0721
4
15�
1
9
1
230
S15P4HS10231
29-1/4
35
LI5P4EH
16-3/4
11
P43B0010A2
23
SMC-CRIO21
4
1-1/2
12
1 1
230
S15P4HS15231
33-3/4
41
L15P4FH
2O-1/4
13
P43B0015A2
27
SMC-CR1521
7
3 Wire
1.1/2
12
3
230
L15P4FH
2O-1/4
13
P439001SA31
23
1-1/2
12
3
460
L15P4FH
2O-1/4
13
2
15
1 1230
LISP4GH
23-1/2
15
P43BO02OA2
31
SMC-CR20211 7
2
15
3
230
L15P4GH
23-1/2
15
IP43BO02OA3123
2
15
3
460
L15P4GH
23-1/2
15
3
22
1
230
L15P4HH
31.1/4
18
P43BO030A2
40
SMC-CR3021 7
3
22
3
230
L15P4HH
31-1/4
18
P43BO03OA3
32
3 1
22
3
460
L15P4HH
31.1/4
18
* Length and Weight are approximate.
** For 10 GPM, 15 GPM, and 20 GPM, discharge is 1-1/4" NPT.
*** For 30 GPM and 50 GPM discharge is 2" NPT,.
NOTE: On 2 HP and larger- Pump, Motor, Control Box or Magnetic Starter must be ordered separately.
r-,
tCheck Valve not Included on 5 HP, 7-1/2 HP,and 10 HP models. Checkvalve not included on 50 GPM models.
TrimLlne71 version maximum outside diameter 3.3/4". Standard version maximum outside diameter on all models is 3-7/8".
Customer Service: [phone] ■ Fax Orders: (800) 426-W6 ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613WS
2

STA-RITE'
ORDERING1
Motor
GPM Type
OR
HP Stgs.
PH
Volt
Assembled Pump
Pump End
Motor
Control Box
Catalog
Number
Length
Inches*
Weight
Pounds*
Catalog
Number
Length
Inches*
Weight
Pounds!'
Catalog
Number
Weight
Pounds*
Catalog
Number
Weight
Pounds*
3/4
5
1
230
S2OP4HS07221
.23-3/4
30
L20P4DH
12-1/2
8-1/2
P42B0007A2
23
2Wire
1
7
1
230
S20P4HS10221
27-1/4
34
L20P4EH
14-3/4
9.3/4
P42BOO10AZ
25
1.1/2
9
1
230
S20P4HS15221
, 32
39
L20P4FH
16-3/4
10-3/4
P42B0015A2
29
3/4
5
1
230
S20P4HS07231
23-3/4
30
L20P4DH
12-1/2
8-1/2
P43B0007A2
23
SMC-CR0721
5
1
7
1
230
SZOP4HS10231
:27-1/4
1 34
L20P4EH
14-3/4
9.3/4
P43130010A2
25
SMC-CR1021
5
1-112
9
1
230
520P4HS15231
-30-1/2
1 39
L2OP4FH
16-3/4
10-3/4
P4360015A2
29
SMC-CR1521
7
20••
3 Wire
1.1/2
9
3
1 230
L20P4FH
16-3/4
10-3/4
P43130015A3
23
1-1/2
9
3
460
LZOP4FH
16-3/4
10.3/4
2
12
1
230
L2OP4GH
2O-1/4
12-1/2
P43130020A2
31
SMC-CR2021T 7
2
12
3
230
L2OP4GH
2O-1/4
12.1/2
1`43130030A3
32
2
12
3
460
L2OP4GH
2O-1/4
12-1/2
3
17
1
230
L2OP4HH
25-3/4
15
1`4360030A2
40
SMC-CR3021 7
3
17
3
230
LZOP4HH
25.3/4
15
11`43130030A3
32
3
17
3
1460
L2OP4HH
25-3/4
15
5
28
1
230
L20P4JH
38
21
P4360050A2
70
SMC•CR5021 8
5
28
3
230
L20P4JH
38
21
P4360050A3
55
5
28
3
460
L20P4JH
38
21
7-112
40
3
230
L20P4KH
53-3/4
30
P43130075A3 70
7-1/2
40
3
460
L2OP4KH
53.3/4
30
10
54
3
460
L2OP4LH
71
41
2Wire
1
1 5
1
230
S3OP4HS10221
'26-1/2
35
1 L30P4EH
14
9-3/4
P42B0010A2
25
11-1/21
6
1
230
S30P4HS15221
30.1/2
39
L30P4FH
15-1/4
10.3/4
P42B0015A2
29
1
5
1
230
530P4HS10231
26.1/2
35
L30P4EH
14
10
P43130010A2
25
SMC•CR1021
5
1-1/2
6
1
230
S30P4HS1523Ij
29
39
L30P4FH
15-1/4
11
1`4380015AZ
29
SMOCR-1 5211
7
30
3 Wire
1-1/2
6
3
230
!
L30P4FH
15-1/4
11
P43110015A3
23
1.1/2
6
3
460
L30P4FH
15.1/4
11
2
8
1
230
L3OP4GH
18-1/4
12
P439002OA2
31
SMC-CR2021 ' 7
2
8
3
230
UORGH
18.1/4
12
1`43130020A3
23
2
8
3
460
BORGH
18-1/4
12
3
12
1
230
L30P4HH
24
15
P43130020A2
40
SMC-CR3021 1 7
3
12
3
230
L30P4HH
24
15
1`43130030A3
32
3
12
3
460
L30P4HH
24
15
5
20
1
230
L30P4JH
35-3/4
20
P43B0050A2
70
SMOC115021 8
5
20
3
230
L30P4JH
35.3/4
20
1`43130050A3
55
71/2
28
3
230
L3OP4KH
50
27
P43130075A3
70
7-1/2
28
3
460
L30P4KH
50
27
10
38
3
460
L30P4LH
65-1/2
35
* Length and Weight are approximate.
** For 10 GPM, 15 GPM, and 20 GPM, discharge is 1-1/4" NPT.
*** For 30 GPM and 50 GPM discharge is 2" NPT
NOTE: On 2 HP and larger — Pump, Motor, Control Box or Magnetic Starter must be ordered separately.
'Check Valve not included on 5 HP, 7-1/2 HP and 10 HP models. Check valve not included on 50 GPM models.
,TrimLineTm version maximum outside diameter 3-3/4". Standard version maximum outside diameter on all models is 3-7/8".
Customer Service: [phone] if Fax Orders: [phone] ■ www.Pumps.com ■ Pentair Water ■ Delavan, Wi 53115 USA ■ S5613WS
3

i
STA-RITE°
20 GaHons per Minute ',� PUMP O. ,
HP PSI Pumping Depth in Feet
SHeadff
20
40
60
80
11001
125
150
175 1200
1250
1300
350
400
450
1500
550
600
650
700
750
800
850
900
950
1000
Feet
PSI
0
-
I -
29.2
26,9
23.5
19.0
13.7
1.8
20
28.5
25.8'
22.5
18.5
14.5
3.4
3/4
30
25.2
22.0
18.3
13.91
4.51
40
21.3
17.6
13.0
3.0
180
78
50
17.2
11.4
1.8
60
10.2
0
-
I -
131.0
29.6
28.0
25.3
22.4
18,8
15.5
20
30.5
129.2127.4
25.1
22.8
19.5
I6.1
10.1
1
30
28.8
27.2
24.9
22.5
19.8
16.5
10.6
40
27.0
24.5
22.0
19.4116.8111.61
2.6
251
109
50
24.2
21.5
119.0
16.3
12.5
3.3
60
21.3
18.6
16.0
11.11
3.7
0
-
-
I -
30.9
29.8
28.2
26.4
24.0
21.6
16.4
5.4
20
-
30.5
29.4
28.2
26.8
24.4
22.0
19.5
16.8
6.8
11/2
30
30.3
29.3
28.0
26.5
24.7
22.2
19.6
17.1
13.9
40
29:1
27.8
26.2
24.3122.31
19.8
117.3
14.21
8.0
323
140
50
27.5
26.0
24.1
22.1
20.0
17.5
14.5
8.3
60
25.6
23.9
21.9
19.8
17.51
14.8
9.1
2.2
.
0
-
-
-
31.5
130.7129.7
28.6
27.3 126.0
123.2
20.2
16.2
8.5
20
-
31.3
30.5
29.7
28.8
27.5
26.1
24.9
23.4
20.6
16.7
9.5
2
30
31.1
30.3
29.5
28.7
27.6
26.2
25.0
23.5
22.1
19.1
13.8
4.8
40
30.2
29.4
28.5
27.5
26.4
125.1123.7
22.2
20.8 117.2
110.1
420
275
50'
29.3
283
27.2
26.1
25.1
23.8
22.3
20.9
19.3 114.01
5.7
60
28.1
27.1
26.0
2S.0 123.9122.4
21.0
19.4
17.3
10.8
0
1 - I
-
-
- 131.9131.1
30.6
29.7 129.0
127.2
25.3
23.5
21.31
19.1
16.0
11.31
3.6
20
- I
-
31.7
31.1
30.7
29.9
29.1
28.3
27.3
25.4
23.6
21.6
19.3
16.1
12.0
5.0
3
30
- 132.0
31.0
30.6
29.9
129.2
28.5
27.4
26.6
24.8
22.7
20.6
18.1
14.5
9.0
40
31.6
31.0
30.5
29.8
29.2
28.6
27.5
26.7 125.5
123.8
21.7
19.6
16.8
12.5
5.3
605
349
50
30.9
30.0
29.7
29.1
28.6
27.6
263
25.6
24.9
22.8
20.8
18.5
15.01
9.5
60
30.3
29.6
29.1
28.5 127.7126.8
125.7
24.9
23.9
21.8
19.8
16.9
12.71
5.6
0
-
-
-
-I
-
I -
-
31.7
31.1
30.5
29.5
28.5
27.5
26.5
25.2
24.0
22.8
21.5
20.2
18.9
17.01
14.3
11.0 1
6.8
2.0
20
-
-
-
-
-
131.7
31.2
30.9
30.6
29.5
28.6
27.6
26.6
25.3
24.1
22.9
21.6
20.3
19.0
17.3
14.0
11.2
7.3
2.6
5
30
-
-
-
-
31.8
31.3
30.9
30,7WO2
28.0
27.1
26.0
24.9
233
22.2
21.0
19.9
18.2
16.2
13.3
95
52lODS476
40
-
-
-
31.7
31.4
31.0
30.7
30.0
27.7
26.7
25.4
24.2
22.9
Z1.7
20.4
19.1
17.5
14.4
11.5
77
3150
-
32.0
31.7
31.2
31.0
30.8
30.0
29.6
27.2
26.0
25.0
23.6
22.3
21.1
20:0
184
163
135
9.9
57
b0
31.9
31.6
31.2
30.9
30.8
30.1
29.7
291
26.8
25.5
24.3
23.0
2T.8
20.5
19.2
17.7
14.9
12.0.
8.0
3.7
HP
PSI
Pumping Depth in Feet
200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
Shut -Off
Head
Feet PSI
0
-
-
-
28.7
27.3
25.7
24.3
23.1
21.5
19.9
16.4
11.3
Ti
20
-
-
-
28.3
26.7
25.3
23.7
22.3
20.8
18.9
14.7
8.5
1.3
71/2
30
-
-
-
28.0
26.5
25.1
23.5
22.1
20.6
18.3
13.4
7.0
29.2
27.5
26.3
24.7
23.3
21.7
20.2
17.3
12.1
5.3
1450
628
50
-
-
28.7
27.3
25.7
24.5
22.7
21.3
19.7
16.0
10.6
3.6
60
-
-
28.4
26.9
25.5
24.3
22.5
21.0
19.3
15.1
9.5=20.81
0
20
-
-
-
-
-
-
-
-
-
28.6
28.0
27.5
26.8
26.4
25.7
25.3
24.7
24.4
23.7
23.3
22.6
22.1
19.5
18.5
17.1
16.0
10
30
40
-
-
-
-
-
-
-
-
28.4
28.0
27.3
27.0
26.2
25.7
25.0
24.9
24.1
24.0
t22.8
21.9
18.0
176
15.0
147
1950
844
60
-
-
-
-
29.2
28.7
27.8
27.5
26.7
26.4
25.5
25.3
24.7
24.4
23.6
23.3
22.2
E
-
20.2
18.5
17.0
16.1
14.0
12.5
CAUTION: DO NOT use pump at flow rates Indicated by the symbol'-'. To do so can cause premature failure of unit. Pump
warranty void when failure occurs under these conditions. Tested and rated In accordance with Water Systems Council Standards.
NOTE: Pumps installed with a PRO-Source7 tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a
75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure.
customer Service [phone] ■ Fax Orders: [phone] ■ www.pumpi..com ■ Pentalr Water ■ Delavan, WI 53115 USA ■ 55613WS
9

STA- RITE°
u
LL
Z
0
w
a
F
O
M-EMMEMEM
.��
EE%N'
����'
LEE
M
N
I
sk
0
WIMME
ME&R.MME
ME
1 , GPM
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 0 40 80 120 160
!
1
0 5 10 15 20 25 :30 350
CAPACITY GALLONS PER MINUTE
�Prgi gill
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 ann
°"
■nnnn�n
=NONE=
�n
almi'm
Nw=
�
WEE
■n
Nw
qhq►
n
"nnnnn���
240
200
01
160 W
1200
x
40
200
000
•
%1/2
B00
I5HP.
soo
13HP
400
200
••
2HP
1-1/2
�P+
�
I
�
�
�
1 HP
I
0 10 20 30 40
CAPACITY GALLONS PER MINUTE
0 10 20 30 40 50 60 70 80 0
CAPACITY GALLONS PER MINUTE
i
Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613W5
6
.400
•300 N
z
a
•200
S
J
0-
0
•100
-L 0
50

STA-RITE°
GPM
Motor
Type
HP
I Stgs.
PH
Volt
Pump End
Motor
Control Box
Catalog
Number
Length
Inches*
Weight
Pounds*
Catalog
Number
Weight
Pounds*
Catalog
Number
Weight
FPounds*
2Wire
1-1/21
4
1
230
L50P4FH
15-1/4
10
P42B0015AZ
29
1-1/2
4
1
230
L50P4FH
15-1/4
10
P43B0015A2
27
SMC-CR1521 7
1-1/2
4
3
230
L50P4FH
15-1/4
10
P4360015A3
23
1-1/2
4
3
460
L50P4FH
15-1/4
10
P43B0015A3
23
2
6
1
1 230
L50P4GH
1 19-1/4
12
P43B0020A2
31
SMC-CR20211 7
2
6
3
230
L50P4GH
19-1/4
12
P43B0020A3
27 .
2
6
3
460
L501740
19-1/4
12
P4360020A3
27
50 "
3
8
1
230
L50P4HH
23-1/4
15
P43B0030A2
40
SMC CR3021 7
3 Wire
3
8
3
230
L50P4HH
23.1/4
15
P43B0030A3
32
3
8
3
460
L50P4HH
23.1/4
15
P43B0030A3
32
5
13
1
230
L50P4JH
33-1/2
20
P43B0050A2
70
SMC-CR50211 8
5 1
13
3
230
L50P4JH
33-1/2
20
P43B0050A3
55
5
3
460
L50P4JH
33-1/2
20
P43B0050A3
55
7-1/2
r2S
3
230
L50P4KH
47-1/2
25
P43B0075A3
70
7-1/2
3
460
L50P4KH
47-1/2
25
P4360075A3
70
10
3
460
L50P4LH
57-3/4
35
* Length and Weight are approximate.
** For 10 GPM, 15 GPM, and 20 GPM, discharge is 1-1/4" NPT.
***For 30 GPM and 50 GPM discharge is 2" NPT.
NOTE. Pump, Motor, Control Box or Magnetic Starter must be ordered separately.
Check valve not Included on 50 GPM models.
i -
Customer Service [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Deiavan, VA 53115 USA ■ S5613WS
�_k 4

STA-RITE
3.7/e
a
w`
E
a
m oacncimi
ilkl�l i �!I
For lengths, refer to
E
Ordering Information -
a
tables.
E
Q
1
Dimensions (in inches)
I
I
are for estimating purposes only.
2000
1800
1600
1400
W
lu
LL 1200
Z
1000
x
J
Fa 800
O
600
400
200
Discharge
10 GPM
1-1/4" NPT
15 GPM
1-1/4" NPT
20 GPM
1-1/4" NPT
30 GPM
Z" NPT
I
3-7/8
Discharge
SO GPM 2" NPT
w Pump diameter is
3-7/8". For lengths,
CL
refer to Ordering
a Information tables.
EiA�jil!q..6millm
YY:S:EYYYE61:6:Y::a� I
{89EBd�.I1::::YYYYY:.Y
Dimensions (in inches) are for estimating purposes only.
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 10 20 30 40 50 60 70 0 10 20 30 40 50 60 70 80 90
�Ml
ILI
MEN=
MEN
INNER
a
OEM
600 800
700
- 500
600
N
�-400 W �.
W W 500
Lt.
Z Z
300 a G 400 300
x x
J Q
F O~
200 � E'
200
100
100
0
0 5 10 15 : 20
240
-200
5 10 15 20 25
40
0
CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PER MINUTE
Tested and rated in accordance with Water Systems Council standards.
NOTE: Pumps installed with a PRO-SourceTm tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a
75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure.
Customer Service: [phone] ■ Fax Orders: [phone] ■ www pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613VVS
i
5
0
MUNI
imul'a
MR
I
N&MM
W

i
STA-RITE'
PERFORMANCE
HP PSI Pumping Depth in Feet
Shut Off
Head
20 140
160
80
1001
1251
150
175
200
250
1300
350 1400
1450
1500
550
I GOO1
650
700
750
800
850
900 1
950
11000
Feet
PSI
0
- I
-
114.1
13.5
12.8
12.0
10.8
9,5
7.41
4.7
20
14.0
13.3
12.7
12.0
11.01
9.q
7.8
5.2
1.4
1/2
30
13.2
12.6
11.8
10.9
9.8
8.0
5.5
1.7
40
12.4
11.7
10.8
9.7
82
8.8
2.0
255
110
50
1I.S11O.S1
9.4
7.8
5.8
2.2
60
10.4
9.2
7.5
5.4
2.8
-
14.8
14.4113.8113.0
12.0
11.0
8.4
4.7
14.3
13.7
13.0
12.2
11.2
9.9
8.6
5.0
3/4
W2.61
13.7
13.0
12.3
11.2
10.0
8.8
7.2
3.0
12.9
12.1
11.3
10.2
8.9
7.4
5.3
340
147
12.0
11.0
10.2
8.9
7.4
5.5
3.2
11.0
10.0
9,1
7,5
5.7
4,4
1.4
0
-
-
I -
-
14:914.413.813.312.811.510.1
8.2
5.8
2.1
20
-
-
114.7
14,4
1 14.0
1 13.4
112.9
123
11.7
10.2
8.3
6.0
2.6
1
30
-
14.7
14.4
13.8
13A
12.9
12.3
11.71
11.01
9.4
7.4
4.6
40
14.6
14.2
13.8
13.3
13.0
12.5
11.8
11.1
10.3
8.5
6.2
3.0
467
202
50
14.1
13.7
13.3
12.91
12.4
11.8
11,1
10.2
93
7.4
4.8
60
13.7
13.2
12.8
12.41
11.9
11.2
10.3
9.S1
8.71
6.3
3.2
0
-
-
-
-
I -
-
14,7114.41
14.0
13.2
12.2
11.2
10.1
8.6
7.1
5.2
2.5
20
-
-
-
-
1 14.8
14.4
14.0
,13.6
132 F12.4
11.3
10.2
8.7
7.3
5.3
2.8
1-1/2
30
40
-
-
-
15.0
-
14.7
14.7
14.4
14.4
14.1
14.0
13.7
13.6
13.3
13.2
12.8
12.8
12.4
11.9
11.4
10.7
10.2
9.6
8.9
8.1
7.3
6.4
5.5
4.4
-3.0
636
275
50
14.9
14.6
14.3
14.0
13.6
13.2
12.8
12.4
12,0
10.8
9.7
8.2
6.5
4.5
60
14.5
14.3
14.0
13.6
13.3
12.8
12.4
12.0
11.5
10.2
9.0
7.5
5.6
3.3
0
-
-
-
-
-
-
-
14.9
114.6114.0
13.3
12.7
12.01
11.1
10.2
9.2
8.0
6.6
5.1
3.1
20
-
-
-
-
-
14,9
14.6
14.4
14.0
13.4
12.7
12.0
11.1
10.2
9.2
8.0
6.6
5.1
3.1
2
30
-
-
-
-
15,0
14.7
14,4
14.0
13.8
13.1
12.4
11.7
10.7
9,8
8.8
7.5
6,1
4,5
2.0
40
-
-
-
14.9
14.6
14.4
14.2
13.8
13.3
12.8
12.1
11.3
102
92
8.0
6.6
5.1
3.1
806
349
50
-
-
14.9
14.6
14.4
14.1
13.8
13.4
13.1
12.4
11.6
10.8
9.8
8.8
7.6
6.1
4.7
2.2
60
15.1
14.9
14.6
14.4
14.1
13.8
13.4
13.1
12.8
12.1
11.3
10,3
9,5
83
6.9
5.3
3.7
0
-
-
-
-
-
-
-
-
-
14.714.3
13.8
13.3
12.8
12.3
11.8
11.0
10.2
9.5
8.7
7.6
6.4
5.3
4.1
20
-
-
-
-
-
-
-
-
15.2
14.7
14.3
13.8
13.3
12.8
12.3
11.8
11.0
10.2
9.5
8.7
7.6
6.4
5.3
4.1
3
30
-
-
-
-
-
-
-
15.2
14.7
15.0
15.0
14.7
14.5
14.3
14.1
13.8
13.6
13.3
13.1
12.8
12.6
123
12.1
11.8
11.4
11.0
10.7
102
10.0
9.5
9.2
8.7
82
7.6
7,1
6.4
6.0
5.3
4.9
4.1
3.3
1100
476
50
-
-
-
-
-
15.3
15.0
14.8
14.6
14.1
13.7
13.2
12.7
12.2
11.7
10.9
10.1
9.4
8.6
7.5
6.2
5.0
3.9
15.3
15.0
14.8
14.6
14.4
13.9
13.4
12.9
12.4
11.9
112
10.4
9.7
8.8
7,9
6.6
5.5
4.3
HP
PSI
Pumping Depth in Feet
200 1 300 400 500 000 700 1 800 1 900 1000 1100 1200 1300 1400 1500 1600 1700
S H eat-off
Feet PSI
5
0
20
30
40
50
60
1
15.0
153
15.0
14.9
14.7
14.6
14.5
14.6
14.5
14.3
14.2
14.1
13.9
14.2
13.9
13.8
13.5
13.4
13.3
13.5
13.3
13.1
12.9
12.8
12.7
12.9 1
12.7 1
12.5
12.3 1
122
12.1
12.3
12.1'
11.9
11.6
11.5
11.210.3
11.6
11.2
11.1
1 10.8
10.7
10.8
10.3
10.2
9.9
9.8
9.4
9.9
9.4
9.2
8.9
8.8
8.5
8.9
8.5
8.2
7.7
7,5
7,1
7.7
7.1
6.7
6.3
6.1
5.6
6.3
5.6
5.2
4.9
4.7
4,1
4.9
4.1
3.7
2.9
2.7
2.9
1824
745
%-RU I tvrv: WU NU I use pump at flow rates indicated by the symbol `-'. To do so can cause premature failure of unit. Pump
warrantyvoid when failure occurs under these conditions. Tested and rated in accordance with Water Systems Council Standards.
NOTE: Pumps installed with a PRO-Sourcelm tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a
.75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure.
Customer Service: [phone] ■ Fax Orders: [phone] ■ www.Pumps.com ■ Pentalr Water ■ Delavan, WI 53115 USA ■ S5613WS
I 7

STA-RITE'
GaHons .. minute PUMP,,
Pumping Depth in Feet Shut -Off
Head
HP
PSI
26
40
60
80
100
1125
1156
1175
200
250
1300
13SO
400
450
1500
550
600
650
1700
750
800
Feet
PSI
0
-
121.5120.0
18.7
16.9
13.1
7.41
0.2
20
19.7
118.3116.3
13.0
8.81
1.5
1 /2
30
18.0
115.6112.4
7.9
2.0
40
15.2
111.91
7.0
1.3
175
76
50
11.2
1 S.81
0.1
60
4.8
0
-
122.5
21.2
20.2
119.3
117.8
16.0,
13.2
1 9.6
20
20.9
19.9
19.0
17.7
116.4
113.7
10.0
4.9
3/4
30
19.8
18.8
17.6
16.1
114.0
110.7
5.5
0.7
40
18.6
17.5
15.9
13.5
110.9
1 6.0
0.8
245
106
50
17.2
15.4
13.1
10.0
16.4
1.1
60
15.0
12.7
9.7
5.5
1.8
0
-
I -
122.1
21.8
20.4
119.4
18.4.
17.2
115.5
10.3
2.7
20
121.9
120.9120.2
19.3
18.7
17.5
15.8 ,
13.4
110.9
3.2
1
30
20.8
20.0
19.1
18.5
17.6
16.0
13.7-
11.1
7.5
40
19.8
19.0
18.3
17.4
16.2
13.9
11.3,
8.1
3.7
318
138
50
18.9
18.2
17.1
15.8
14.0
11.4
8.2,
4.0
0.3
60
18.0
17.0
15.6
13.7
111.7
1 8.4
4.4:11
0.6
0
-
-
I -
22.1
121.4
120.5
19.9'1
19.3
18.4
16.4
13.1
8.3
2.8
20
-
121.8121.2
20.5
120.0
119.3
18.6
17.6
16.5
13.5
9.1
3.2
1-1/2
30
21.7
121.1
20.3
19.9
119.3
118.7
17.7
16.6
15.4
11.7
6.3
0.1
40
21.0
20.2
19.8
19.2
118.7
117.9
16.7
15.5
13.7
9.4
3.6
420
182
50
20.2
19.7
19.2
18.6
118.0
116.8
15.6
13.8 111.9
6.7
0.5
60
19.6
19.0
18.5
17.7
16.9
115.7
13.9
12.0 1
9.7
3.8
0
-
-
-
- 122.1
121.3
20.7 120.2
119.6
18.3
16.9
114.4
11.6
7.4
2.7
20
- 122.5
21.9
21.2 120.9
120.2
19.7 119.1
118.4
17.0
14.7
11.8
7.8
3.2
2
30
22.4 121.8121.2
20.8
20.3 119.7
19.1
18.5 117.9
16.1
13.5
10.2
5.5
0.8
40
21.7
21.1
20.6
20.2 119.8
119.2
18.6
17.9 117.1
14.9
12.0
8.1
3.4
525
227
50
21.1
20.6
20.1
19.7 119.2
118.6
17.9
17.1 116.2
13.6
10.8
6.0
1.1
60
20.5
20.1
19.6
19.1 118.7
118.0
17.2
16.2
15.1
12.2
8.6
3.7
0
-
-
-
-
- I
-
22.0 121.6
21.0
20.2
19.5
18.7
17.8
16.6
15.0
13.0
10.8
8.0 14.9
1
1.6
1.6
20
122.0
121.7
21.1 120.8
20.3
19.5
18.8
17.9
16.7
15.1
13.2
11.1
8.3
5.2
1.9
1.4
3
30
- I
- 122.S
22.0 121.7
121.2
20.8 120.3
19.9
19.2
18.3
17.4
16.1
14.3
12.2
10.4
7.0
3.5
3.6
0.4
40
-
22.4
21.9
21.6
21.2
20.9
20.4 119.9
19.6
18.8
18.0
16.8
15.2
13.4
11.2
8.4
5.4
2.1
770
333
50
22.3
21.9
21.5
21.1
20.9
20.4
20.0 119.7
119.2
18.4
17.5
16.2
14.4
12.3
10.5 1
7.1 1
3.8
0.6
60
21.8
21.4
21.1
20.8
20.5 121111
19.7
,19.3
18,9
18.0
16.9
15.3
13.5
11.4
8.8
5.5
2.4
CAUTION: DO NOT use pump at flow rates indicated by the symbol `-'. To do so can cause premature failure of unit. Pump
warranty void when failure occurs under these conditions.
Tested and rated in accordance with Water Systems Council Standards.
NOTE: Pumps Installed with a PRO-Sourcdlm tank require a 100 PSI relief valve. Pumps Installed with a conventional tank require a
75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure.
I
Customer Service: [phone] ■Fax Orders: [phone] ■ wwwpumps.com ■ PentalrWater ■ Delavan, WI 53715 USA ■ S5613WS
8

STA- RITE°
epw
Minute30 GaRons per . PERFORMANCE , ,
PSI 1 Pumping Depth in Feet
shut-off
d
HP
20
40
60
80
100
125
1150
175
200
250
300
350
400
450
500
550
600
650
700
Feet
PSI
0
44.0
42.5
40.9
39.1
36.8
32.5
26.0
8.0
20.
40.4
38.8
36.0
32.4
27.7
13.3
30
38.0
35.3
31.7
26.3
14.3
1
40
35.0
31.4
25.9
12.1
175
76
SO
30.2
Z4.0
3.0
60
21.9
!
0
44.2
43.1
41.9
139.9
37.5
34.1 130.9
26.9
17.0
20
41.2
39.1
36.5
134.0
31.5
27.8 1,21.5
30
38.9
36.1 '33.8
31.0
27.9
21.8
210
91
1-1/2-
40
36.0
33.5
30.8
27.7
20.2
50
32.9
30.1
26.8
21.5
60
29.5
125.9
18.1
0
44.9
43.9
43.0
41.8
40.5
138.8
136.8
34.7
131.6
123.7
20
42.7
41.3
40.1
38.1
37.1
34.9
:32.1
29.0
24.8
30
41.2
40.0
38.5
37.0
35.0
32.2
-29.1
24.9
15.2
121
2
40.
39.9
38.3
36.6
84.8
32.7
29.8
;25.1
16.1
280
50
38.0
36.3
34.5
32.1
30.0
25.3
-17.5
60
36.0
34.0
31.9
29.1
26.0
18.0 ,
0
45.0
44.5
44.0
43.2
42.7
41.6
:40.1
1 39.6
38.2
135.5 132.0
27.3
20
43.8
43.0
42.4
41.5
41.0
39.8
'38.5
37.1
35.7
32.1
28.0
18.5
30
42.9
42.2
41.3
40.6
39.9
38.7
37.2
35.8
34.2
30.3
24.9
6.0
3
40
42.1
41.2
40.4
39.7
38.8
37.3 135.9
34.5
32.6
28.3
19.9
420
182
50
41,1
40.3
39.5
38.S
37.4
36.0
'34.6
32.7
31.0
25.2
9.5
60
40.2
39.3
38.3
37.2
36.1
34.7
32.8
31.0
28.5
20.5
0
-
I -
-
44.3
144.0
43.5
43.0
42.6
42.0
40.7
39.2
38.0
1 36.01
34.2
31.9
29.2
126.0
120.0
20
-
44.1
44.0
43.4
43.1
42.7
'42.0
41.3
40.8
39.3
38.2
36.2
34.4
32.4
30.0
26.1
21.5
30
44.1
43.9
43.4
43.0
42.8
42.1
41.4
40.8
40.1
38.7 1
37.0
35.1
33.1
31.1
26.0
24.1
16.0
305
5
40
43.8
43.4
43.0
42.7
42.1
41.5
40.9
40.2
39.3
37.9
86.1
34.3
32.0
29.4
26.2
20.4'
705
50
43.3
43.0
42.6
42.0
41.5
41.2
:40.2
39.5
38.8
37.1
35.4
33.2
31.2
28.8
24.5
16.0
60
42.9
42.5
42.0
41.4
41.1
40.8
' 39.8
38.9
38.1
36.2
34.2
32.1
30.0
26.7
22.0
HP
PSI
Pumping Depth in Feet •
Shut-off
Head
200
300
400
500;
600
700
800
900
1000
1100
1200
1300
1400
Feet
PSI
0
-
43.2.
40.4 ,
37.6
34.8
32.0
28.1
20.0
20
44.6
420
39.3
36.5
33.8
30.5
25.5
13.8
30
44.2
41.3
38.6
35.8
• 33.1
29.8
23.3
6.5
71/2
40
43.6
40.7
38.1
3S.6
32.6
29.3
21.7
975
422 .
50 1
42.7
40.1
1 37.3
34.61,
31.7
27.4 1
19.3
60 1
42.0
39.4
1 36.5
33.7.
30.7
25.1
13.9
0
-
44.7
1 43.1
41.3
39.5
37.3
35.1
33.1
30.4
27.1
22.5
11.9
20
-
44.2
42.3
40.5
38.6
36.4
34.5
31.8
29.2
25.3
18.7
10
30
-
43.7
42.0
40.1
�43.0
35.7
33.7
31.3
28.4
24.2
16.3
1345
582
40
44.9
43.3
41.6
39.7
37.7
35.5
33.5
30.9
27.7
23.4
14.4
50
44.6
42.7
41.0
39.3
37.1
34.9
32.8
30.2.
26.7
21.7
7.7
60
44.3
42.3
40.6
38.7il
36.5
34.5
1 32.3
1 29.5
25.7
20.1
5.0
CAUTION: DO NOT. use pump at flow rates indicated by the symbol'-'. To do so can cause premature failure of unit. Pump
warranty void when failure occurs under these conditions. Tested and rated In accordance with Water Systems Council Standards.
NOTE: Pumps installed with a PRO-Source7m tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a
75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure.
i
Customer Service: [phone] ■ Fax Orders: tauu; 426.9446 ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613WS
b0
1

STA- MITE°
Gallons
'
. Minute PUMP PERFORMANCE
Pumping Depth in Feet Shut -Off Head
FHP PSI 20_ 40 60 80 100 1125 150 175 200 250 300 350 450 550 650 700 Feet PSI
0 - 71.0 65.1 58.2 49.3 133.5
20 63.5 55.9 46.5 32.5
1-1/2 30 54.8 45.0 30.0 145 63
40 43.3 26.9
50 21.9 .
60
0 - 72.6 68.0 63.3 57.0 .47.8 133.9
20 66.5 62.2 55.1 46.8 37.1 ' 13.0
30 :61.1 53.6 46.0 34.3 14.1
2 40 52.8 45.0 32.5 11.0 180 78
50 42.7 27.9
60 25.2
0 - 75.5 71.5 68.0 64.5 - 59.4 52.5 45.0 33.8
20 70.5 66.9 63.7 59.0 53.5 -46.5 36.2 18.2
30 66.1 62.9 58.1 53.0 47.0 37.0 20.5
3 40 62.5 57.6 52.0 46.2 38.8 '22.1 235 102
50 56.5 51.0 44.7 36.2 22.8
60 50.0 43.7 34.0 20.5
0 - - 75.8 73.9 71.1 :68.9 65.9 63.2 59.9 51.9 41.9 22.5
20 75.0 72.9 70.3 68.2 66.1 ,63.5 60.8 56.1 52.4 42.5 24.9
5 30 72.4 70.1 68.0 66.0 63.8 :60.9 56.9 53.0 47.9 35.5 12.9 385 166
40 69.9 67.9 65.5 63.2 61.0 `57.0 53.2 48.0 43.5 27.0
50. 67.2 65.1 63.0 60.8 57.1 .53.3 48.1 43.6 36.4 14.2
60 1 64.9 62.4 60.0 56.9 53.7 48.7 44.1 37.5 28.0
0 - - - - 1 75.2 73.5 71.3 69.8 68.0 66.0 61.0 55.3 43.1 20.0
20 - - 74.8 73.4 71.8 .70.0 68.3 66.5 64.8 61.1 56.0 50.0 34.9
30 - 74.4 73.2 71.5 70.1 ' 68.8 66.7 64.9 .63.3 58.7 53.2 47.2 28.8
7-1/2 40 74.1 72.9 71.2 69.9 68.9 '66.8 65.0 63.6 61.7 56.2 50.9 44.1 22.0 595 257
50 72.6 71.1 69.8 68.3 66.9 ;65.1 1 63.7 61.8 58.9 53.9 47.5 41.0 13.2.
60 71.0 69.3 68.1 66.7 .65.2 -63.8 61.9 59.0 56.5 51.1 44.9 1 36.0
0 - - - - - .75.3 73.8 72.2 1 70.8 67.9 65.0 1 62.1 54.2 44.7 29.0 15.2
20 - - - .75.2 74.0 ! 72.4 71.0 69.6 68.1 65.5 62.5 59.1 50.1 39.2 17.1
30 - 4 75.0 73.9 72.6 171.1 69.7 68.2 66.9 64.1 61.2 56.9 47.5 35.0 10.5
10 40 - 74.9 73.7 72.3 71.2 �69.8 68.3 67.0 65.8 63.0 59.3 54.9 45.2 30.5 745 322
50 74.7 73.5 72.1 71.0 69.9 ;68.4 67.1 65.9 64.2 61.5 57.2 53.0 42.9 25.0
60 73.2 72.0 70.9 69.7 68.5 167.2 66.0 64.3 63.2 59.9 55.0 51.0 40.6 19.7
,
CAUTION: DO NOT use pump at flow rates indicated by the symbol'-'. To do so can cause premature failure of unit. Pump
warranty void when failure occurs under these conditions.
Tested and rated in accordance with Water Systems Council Standards.
NOTE: Pumps installed with a PRO-Sourcdl tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a
75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure.
1
i
Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613WS
11
,
CAUTION: DO NOT use pump at flow rates indicated by the symbol'-'. To do so can cause premature failure of unit. Pump
warranty void when failure occurs under these conditions.
Tested and rated in accordance with Water Systems Council Standards.
NOTE: Pumps installed with a PRO-Sourcdl tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a
75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure.
1
i
Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5613WS
11

STA-RITE'
Pentair
Water
Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ 55613WS (9/07)
12

ATTACHMENT B

7
150"
70"
113 —I
213
Top View
s
Access openings to receive
concrete lids, ring/covers,
—20" aluminum hatches, or as specified.
I
—20"
Inl@Vo1
with S
boots,
pipe or as specified.
156"
150"
Two 4" diameter vents
Inlet O at top of baffle wall.
O
Outlet
Plan View
STB - 7 - Mid -seam
Non Traffic Rated
Liquid Capacity 3,000 Gallons
4000 PSI (min) concrete
Est Weit7ht• Top 8,594 lbs • Bottom 8,812 lbs. (+-)
(Note: length & width at mid -seam)
Manufactured By:
Dellinger Precast, Inc.
tiet port openings 4531 North Hwy 16
ate poved tubber Denver, NC 28037
3r ess specified.
Phone [phone]
704-483-2868
Fax [phone]
NPCA Certified Plant
ConSeal CS102 or
approved equal in all
grooved joints. Er__�

7
156"
150"
i" 70"
1-1/3
—20"
2/3
Top View
Access openings to receive
concrete lids, ring/covers,
—20" aluminum hatches, or as specified.
156"
150"
Two 4" diameter vents
Inlet O at lop of baffle wall.
outlet
Side knockout to receive 4"
pipe or as specified.
Plan View
Inlet/outlet port openings
with State'appoved rubber
boots, or, as specified.
PT - 143 - Mid -seam
Non Traffic Rated 000 Gallons
Liquid Capacity ,
4000 PSI (min) concrete
Est. Weiqht: Top 8,594lbs.; Bottom 8,812lbs. (+-)
(Note: length & width at mid -seam)
Manufactured By:
Dellinger Precast, Inc.
4531 North Hwy 16
Denver, NC 28037
Phone [phone]
704-483-2868
Fax [phone]
NPCA Certified Plant
ConSeal CS102 or /�
approved equal in all
grooved joints.

ATTACHMENT C

4" INLET/DUTLE
6
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
E-Z SET COMPANY. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION DF NEXT ASSY USED ON
E-Z SET COMPANY IS
PROHIBITED. APPLICATION
V BULB
19.313
UNLESS OTHERWISE SPECIFIED
DIMENSIONS ARE IN INCHES DRAWN
TOLERANCES CHECKED
FRACTIONAL f
ANGULAR, MACH 3 BEND ENG APPR.
TWO PLACE DECIMAL t
THREE PLACE DECIMAL ± MFG APPR.
INTERPRET GEOMETRIC j G.A.
TOLERANCING PER, COMMENTS
➢O NOT SCALE DRAWING
3
NAME I DATE
z
MINE"
50 GPM UV
SIZE DWG, NO, REV
A
SCALE: 1:20 EIGHT+ SHEET 1 OF I

ATTACHMENT D

STANDBY GENERATORS
'i
f ,
i
NCLUDES:
True PoWere Electrical Technology
• Two Line LCD Digital Controller
Electronic Governor
• 200 Am-p Service Entrance Rated
Automatic Transfer Switch
Air -Cooled Gas Engine Generator Sets
Continuous Standby Power Rating
Model 05744 (Aluminum - Gray) - 20 kW 60Hz
External'Main Circuit Breaker,
System Status & Maintenance Interval LED's
GFCI.Duplex Outlet
—, • Flexibf I_Fuel Line Connector
tposite Mounting Pad
Ul
C s US
LISTED
• Nafural ,Gas or
LP Gas Dperation QUl
n
. UL-2.200 Listed
FEATURES
O INNOVATIVE DESIGN & PROTOTYPE TESTING, are key components
of GENERAC'S success in "IMPROVING POWER BY DESIGN."
But it doesn't stop there. Total commitment to component testing,
reliability testing, environmental testing, destruction and life testing,
plus testing to applicable CSA, NEMA, EGSA, and other standards,
allows you to choose GENERAC POWER SYSTEMS with the
confidence that these systems will provide superior performance.
O TRUE POWEW ELECTRICAL TECHNOLOGY: Superior harmonics
and sine wave form produce less than 5% Total Harmonic Distortion for
utility quality power. This allows confident operation of sensitive electronic
equipment and micro -chip based appliances, such as variable speed HVAC.
O TEST CRITERIA:
PROTOTYPETESTED v NEMA MG1-22 EVALUATION
SYSTEM TORSIONAL TESTED , MOTOR STARTING ABILITY
20k
O SOLID-STATE; FREQUENCY COMPENSATED VOLTAGE REGULATION.
This state-of-the-art power maximizing regulation system is standard on
all Generac models. It provides'optimized FAST RESPONSE to changing
load conditions and MAXIMUM MOTOR STARTING CAPABILITY by
electronically torque -matching the surge loads to the engine.
O SINGLE SOURCE SERVICE RESPONSE from Generac's dealer network
provides parts and service know-how for the entire unit, from the engine
to the smallest electronic component.
O GENERAC TRANSFER SWITCHES. Long life and reliability are
synonymous with GENERAC POWER SYSTEMS. One reason for this
confidence is that the GENERAC product line includes its own transfer
systems and controls for total system compatibility.
1

FEATURES Guardian Standby Generator - 20 kW
•Generac (OHVI) Design
•"Spiny-lok" cast iron cylinder walls
-Electronic ignition/spark advance
-Full pressure lubrication system
-Low oil pressure shutdown system
High temperature shutdown
-Revolving field
-Skewed stator
-Displaced phase excitation
Automatic voltage regulation
•UL 2200 Listed
•Manual/Auto/Off switch
*Utility voltage sensing
-Utility interrupt delay
-Engine warm-up
-Engine cool -down
-Seven day exerciser
-Timed Trickle Battery charger
-Main Line Circuit Breaker
-Electronic governor
•Weather protective enclosure
-Enclosed critical grade muffler
-Small, compact, attractive
•1' Flexible Fuel Line Connector
-Composite Mounting Pad
Maximizes engine "breathing" for increased fuel efficiency. Plateau honed cylinder walls and plasma
moly rings help engine run cooler, reducing oil consumption. Because heat is the primary cause of
engine wear, the OHVI has a significantly longer life than competitive engines.
Rigid construction and added durability provide long engine life.
These features combine to assure smooth, quick starting every time.
Superior lubrication to all vital bearings means better performance, less maintenance and
significantly longer engine life. Now featuring a 2 year/200 hour oil change interval.
Superior shutdown protection prevents catastrophic engine damage due to low oil.
Prevents damage due to overheating.
Allows for smaller, light weight unit that operates 25% more efficiently than a revolving armature generator.
Produces a smooth output waveform for compatibility with electronic equipment.
Maximizes motor starting capability.
Regulates the output voltage to ±2% prevents damaging voltage spikes.
For your safety
Selects the operating mode.
Constantly monitors utility voltage, setpoints 65% dropout, 75% pick-up, of standard voltage.
Prevents nuisance start-ups of the engine, adjustable 10-30 seconds.
Ensures engine is ready to assume the load, setpoint approximately 10 seconds.
Allows engine to cool prior to shutdown, setpoint approximately 1 minute.
Operates engine to prevent oil seal drying and damage between power outages.
Maintains battery charge level to insure starting.
Protects generator from overload.
Maintains constant 60 Hz frequency.
Ensures protection against mother nature. Hinged key locking roof panel for security.
Lift -out front for easy access to all routine maintenance items. Electrostatically applied
textured epoxy paint for added durability.
Quiet, critical grade muffler is mounted inside the unit to prevent injuries.
Makes for an easy, eye appealing installation.
Easy Installation

SPECIFICATIONS GENERAC'
Rated Maximum Continuous Power Capac
�F4 ed Voltage M ,.
NRated Maximum Continuous Load Current
240 Volts
wTotal Hamon(c Ois'torUon•_.,_• ` r
Main Line Circuit Breaker
;Phase
- �K5 r
..�� _.����n��_,�. u�
Number of Rotor Pales
�•wRated AG Frequency „„��� � r �. , E
Power Factor
Unit Weight
;Dimensions jL ";
Sound output in
I Number of
Valve Am
?Igrntion�5
Governor
o ,res
P _,._
Starter
RPM
at normal load
18,000 Watts'
'w ,f120!4Q', ;l
83.3 LP[/5 NG
Less"#han"5%
100 Amp
- 13 z
2
60Hz
..1
451 Pounds
2
36 @ 3,600�rpm
999cc
6 uih wlCas
Iron`Sleeve;
Overhead Valve
id'stateswlMagr;
Electronic
a_8:51°�X
12 Vdc
s,..FullLoad_.' 106�{290) k`
Required fuel pressure to generator fuel inlet at all load ranges - 5 to 7 inches of water column for natural gas, 11 to 14 inches of water column for LP gas
Mode Switch
-Auto Automatic Start on Utility failure. 7 day exerciser
r •� x e v; �, r a o � >
Y; Off cy 1` y r Sto s anit Power is removed' Gontrol and char er still,o erate
Manual/Test (start) Start with starter control unit stays on If utility fails transfer to load takes
' Engine Start Sequence �_. �F •, -y �, ,,, `, ?„�. �, , �?` b ,�;� - �, ,�, $ � _ 5k,. `. o;'_�X ,. ,; `, Cyclic cranjnng 6 sec on, 7 rest {90 sec, maximum durahon)�.
Engine Warm-up 10 seconds
`..Engine Gool Down M..Ca.„'�.,. 3_ i�,lnllllltev r .,.u,:�... v�7
Starter Lock -out Starter cannot re-engage until 5 sec. after engine has stopped.
Automatic Voltage Regulator w/Overvoltage Protection Standard
Automatic Low 011 Pressure Shutdown Standard' '
Overspeed Shutdown Standard 72Hz
High Temperature Shutdown
Overcrank Protection Standard
>Safety Fuss. �...� _ .. , rl.0 s .. _ ':. ,.n.,. } ..., a t> _ = -- ._�. L Standard
Rating definitions - Standby: Applicable for supplying emergency power for the duration of the utility power outage. No overload capability is available for this rating. (All ratings in accordance with
BS5514, IS03046 and DIN6271). ' Maximum wattage and current are subject to and limited by such factors as fuel Btu content, ambient temperature, altitude, engine power and condition, etc. Maximum
power decreases about 3.5 percent for each 1,000 feet above sea level; and also will decrease about 1 percent for each 12' C (10' F) above 15.5' C (60').

Guardian Standby Generator - 20 kW
Current Rattng (amps) 200
Volta a AaUn VAC E i k } 9 v r nx
Utility Voltage Monitor (fixed)
-Pick-up 75%
ropout 65 /o
D
-�
Exerciser weekly for 12 minutes Standard
.Standard
Enclosure Type NEMA 3R
ww c h 10 000 �Y
Withstand Rahn Am s ` �
r.....a,..�.. _ ._..x �..,..
Lug Range 400MCM #4
EXtemal Dlmenstons {FI
Inches a s q 3Qx 16 x 71..£t. �^
d ` 762 x 407 x 180
Transfer Switch Features
Electrically operated,
mechanically -held contacts for
fast, clean connections.
• Rated for all classes of load,
100% equipment rated, both
inductive and resistive.
• Dual coil design.
•Service Entrance Rated
• NEMA 3R aluminum outdoor
enclosure.
• Main contacts are silver plated
or silver alloy to resist welding
and sticking.
Design and specifications subject to change without notice. Dimensions shown are approximate. Contact your Generac dealer for certified drawings. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES.
637.
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(25.3] 76.2 [3.0]
PEA GRAVEL (48.31
MINIMUM
LEFT SIDE VIEW FRONT VIEW
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GENERAC' Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com
©2009 Generac Power Systems, Inc. All rights reserved. All specilicalions are subject to change without notice. Bulletin 018163058Y(Printed In U.S.A. 03.09, rev: 06.09

Brooks Engineering Associates
Land Planning Civil Engineering Surveying Environmental Services, ' -Sbil Science Services
I
TI N S E LTO W N RV PARK AUG I u 2009
JACKSON -COUNTY,
NORTH CARD LI NA f
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
IVPOES WASTEWATER DISCHARGE SYSTEM
MA �y,J 1
PREPARED FOR:
WAYNE SMITH AUI3 3 �ou�
TINSELTOWN RV PARK
51 BRIDGE STREET #B s
SYLVA, NO 28779 IIAIINCTQ
JuLY 1 5, 2009
BROOKS ENGINEERING ASSOCIATES PROJECT NO.: 31 340B
C AL
'�.. GIN �:• may``
C. B OQ����
! nl�t► t
1 7 ARLINGTON STREET
ASHEVILLE, NO Z8801
aZB.232.4700
17 Arlington St. Asheville, NC 28801 www.brooksea.com ph. 828.232.4700 fx.828.232.1331

TABLE OF CONTENTS
1.0 System Summary & Project Information..........................................................................1
s 1.1 Summary & Design Parameters........................................................................1
! 1.2 Contacts......................................................................................3
1.3 Scope & Qualifiers............................................................................................3
2.0 Wastewater Treatment System Components...................................................................4
2.1
Location of Sanitary Sewage Systems
4
2.2
Sewer Lines ..... .................................................................................................
2.2.1 Sizing.................................................................................................6
5
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2.2.2
Depth.................................................................................................6
2.2.3
Steep Slope Installation......................................................................6
2.2.4
Trenching..................................................:........................................6
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2.2.5
Rock In Pipe Trenches.......................................................................7
2.2.6
Pipe Installation..................................................................................7
2.2.7
Backfilling...........................................................................................7
2.2.8
Testing...............................................................................................7
2.3
Primary Treatment System...............................................................................8
2.3.1
Treatment System Overview..............................................................8
2.3.2
Tankage.............................................................................................8
2.3.3
Recirculation. Pumps.........................................................................10
2.3.4
Control Panel....................................................................................10
2.3.5
E-Z Treat Pod Unit........:................................................:..................10
-
2.3.6
Effluent By -Pass Valve/ Recirculation Valve.....................................11
2.4
Final Treatment System.................................................................................11
2.4.1 U.V. Disinfection...............................................................................11
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2.4.2
Instantaneous Flow Monitoring................................................................11
2.4.3
Discharge Structure..........................................................................11
2.4.4
Backup Generator...........:.................................................................:........12
3.0 Site Preparation ....................................... ....:........................................................a.......... 13
3.1 Seeding & Mulching.......................................................................................13
-J 3.1.1 Jute, Excelsior or Mulching...............................................................13
3.1.2 Maintenance of Seed & Mulching.....................................................14
3.1.3 Erosion Control.................................................................................14
4.0 Inspection And Monitoring Proceedings........................................................................16
+ 4.1 Pre -Construction Meeting...............................................................................16
4.2 Intermediate Inspection of the System............................................................16
4.3 Final Inspection & Start-Up.............................................................................16
4.3.1 Start -Up Procedures.......... .................. ....16
' 4.3.2 Pumps & Controls
4.3.3 Pressure Distribution........................................................................17
6.0 Attachments ....................................................................................................................18
Attachment A: NPDES Permit

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F7 1.0 SYSTEM SUMMARY & PROJECT INFORMATION
1.1 Summary & Design Parameters
These specifications and accompanying plans are for a wastewater treatment system to serve
Tinsel Town RV Park. Tinsel Town RV Park consists of 42 RV (Recreational Vehicle) slips that
will be rented on a daily, weekly,' or monthly basis. The site water service will be provided by a
single existing well and proposed community water supply system. The site layout is provided
as Figure 1. The treatment system will discharge into the Tuckasegee River in the section of
the Tuckasegee between Mack Town Branch to Cochran Branch. This section of river is
currently designated -as a "Class B" surface water. The discharge is governed by NPDES
Permit NC0088765 (See Attachment A).
The subject property is located in Jackson County at the intersection of NCSR 1534 and NCSR
1397, just off Highway 74 between Dillsboro and Bryson City. The subject site consists of two
parcels, Tract C (Pin # 7622-18; 0677) which is 1.208 acres and Tract A (Pin # 7612-49-4735)
' which is approximately 10.2 acres. Tract C is a narrow low lying area between the railroad
tracks and SR 1397. The parcel is entirely comprised of railroad and state road right-of-way.
(` Tract A is completely cleared and is mostly fill material with newly seeded grass. No existing
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structures are on the site except a well house. The Tuckasegee River borders the property to
the north.
` The design flow for the park has been calculated as 4200 gpd (gallons per day) utilizing 42
LJ gpd/RV rental stall. There will be no other connections to the system. A 4 inch gravity effluent
{ collection system is proposed to convey septic tank effluent to the 9,000 gallon septic/ surge
I J tank system located at the wastewater treatment facility. The wastewater treatment facility is an
EZ-Treat System@),. which is a packed bed filter system. The treatment system consists of six
J filter media pods and 6,000 gallons of recirculation tankage. The treated effluent will discharge
i directly into the Tuckasegee River.
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Brooks Engineering Associates, PA Specifications
�r BEA # 313408 1 Tinseltown RV Park

This wastewater irrigation system is designed in accordance with requirements set forth in 15A -
�1 NCAC 02H .0200 — Wastewater; Discharges to Surface Waters. Based on the classification of
"B" for this section of the Tuckasegee River, the treatment standards for this system are as
follows:
1. Monthly average BODS of less than or equal to 30 mg/I.
L ' 2. Monthly average TSS of less than or equal to 30 mg/I.
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3. Monthly average geometric mean fecal coliform of less than or equal to 200/100 ml
System calculations and accompanying pump curves are provided in Section 1 of the
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Calculations and Product Information Sheets. Manufacturer product specification sheets (cut-
J sheets) for each of the products specified are provided in Section 2 of the Calculations and
�? Product Information Sheets provided as part of this submittal.
1_7 All specifications are subject to North Carolina Laws and Rules for Waste Discharged to Surface
l_ Waters 15A NCAC 2T .0200 and North Carolina State Plumbing Code and North Carolina State
— Electrical Code, where applicable. Any use of "equivalent products" shall first be approved by
the Project Engineer prior to installation.
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Brooks Engineering Associates, PA Specifications
i BEA # 313408 2 Tinseltown RV Park
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1.2 Contacts
17
Engineer — Mark Brooks, PE, Brooks Engineering Associates [phone]
Owner — Wayne Smith - 828-215-9011
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EZ-Treat Treatment — Mike Stidham, [phone]
Tank Manufacturer — Dellinger Precast Inc., 704-483-2868
Nylok Pipe Insulation- Ferguson' [phone]
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1.3 Scope & Qualifiers
This specifications manual is intended only for the use of permitting and construction of the
intended wastewater treatment facility. Any changes to these plans and specifications shall be
approved by the Project Engineer. Any changes in layout of equipment not approved shall
release the Engineer of any potential liability associated with the system.
The maintenance and operation of the system are to be in accordance with the Operation &
Maintenance Plan provided as a separate document. Monitoring requirements and discharge
limitations are detailed in the NCDENR Discharge Permit.
Notify Engineer in sufficient time to permit inspection of underground work before backfilling is
initiated. A final inspection shall be required with the Owner, Engineer, NCDENR
representative, and Contractor: Only the set of engineering plans with revision labeled
"RELEASED FOR CONSTRUCTION" shall be utilized for construction.
All construction lines shall conform to the latest County and State of North Carolina
specifications as defined by Standards and Specifications and the North Carolina Building
Code. Where two (2) standards conflict, the more stringent shall apply.
Brooks Engineering Associates, PA
BEA # 313408
c
Specifications
Tinseltown RV Park

2.0 WASTEWATER TREATMENT SYSTEM COMPONENTS
2.1 Location Of Sanitary Sewage Systems
The setbacks for treatment systems found in 15A NCAC 02H .0219 were utilized in this design.
Specifically, the setbacks utilized are as follows:
TREATM'ENT.SYSTEM,SETBACKS
Any residence or place of public assembly under separate ownership
100
Any private or public water supply source
100
Surface Waters
50
Well
100
Property Line
50
These setbacks are depicted on the Engineering Plans and shall be maintained in construction.
Brooks Engineering Associates, PA
BEA # 313408 4
Specifications
Tinseltown RV Park

P
Ir 2.2 Sewer Lines
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Gravity Flow Sewer Lines
4 Pipe and fittings shall be SDR 35 PVC (polyvinyl chloride) with solvent -cemented or gasketed
joints (ASTM D3034) or Schedule 40 PVC for all gravity lines. Gravity lines shall maintain a
minimum slope of 1/8-inch fall per lineal foot.
I� Pressure Sewer Lines
The pipe and fitting shall be Schedule 40 PVC or as otherwise noted on the plans. Schedule 80
or ductile iron pipe may be specified for high pressure lines. Mechanical joints are
recommended on steep slopes (possibly in lieu of slope anchors) or where higher pressures are
encountered.
Bedding and installation shall be consistent with ASTM Standard F 667. These specifications do
_J not cover interior or initial building connections. The following are general location and
- separation guidelines:
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♦ Typically a 3-foot minimum cover shall be maintained on all sewer lines.
- ♦ Sewer lines may cross a water line if 18 inches clear separation is maintained, with
1 f the sewer line passing under the water line. The sewer line shall be constructed of
ductile iron pipe and the water line shall be constructed of ferrous material equivalent
to water main standards for at least 10 feet on either side of each crossing.
r ♦ Sewer lines may cross a storm drain if at least 1.2 inches of clear separation is
maintained or the sewer pipe is of ductile iron or encased in ductile iron pipe for at
least 5 feet on either side of the crossing.
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♦ Sewer lines may cross a stream if at least three feet of stable cover can be
maintained with a horizontal boring or the sewer line is of ductile iron pipe or
encased in ductile iron pipe for at least 10 feet on either side of the crossing and
protect against the: normal range of high and low water.
♦ A minimum separation of 100 ft from any well is required unless the sewer line is
constructed of pipe materials meeting water main standards. The minimum
separation shall not be less than 25 ft from a private well or 50 ft from a public well.
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Brooks Engineering Associates,,PA Specifications
BEA # 313408 5 Tinseltown RV Park

2.2.1 Sizing
No public gravity sewer main conveying wastewater shall be less than 8 inches in diameter. No
private gravity sewer main conveying wastewater shall be less than 6 inches in diameter.
Individual residential gravity sewer main lines shall not be less than 4 inches in diameter.
Building Sewers shall be in accordance with -the state plumbing code and approved by the local
building inspector
2.2.2 Depth
Three (3) feet minimum cover shall be provided for all sewers unless ferrous material pipe is
specified. Ferrous material pipe, or other pipe with proper bedding to develop design supporting
strength, shall be provided where sewers are subject to traffic bearing loads. Additional
protection shall be provided for sewers that cannot be placed at a depth sufficient to prevent
damage.
2.2.3 Steep Slope Installation
Sewers on 20 percent slopes or greater shall be anchored securely with concrete, or equal, with
the anchors spaced as follows:
a. Not greater than 36 feet center to center on grades 21 % to 35%;
b. Not greater than 24 feet center to center on grades 35% to 50 %; and
c. Not greater than 16 feet center to center.on grades 50% and over.
2.2.4 Trenching
Trench excavation shall conform to the line, depth and dimensions shown on the plans or as
directed by the Designer. The,trench shall be properly braced and shored so that workmen may
work safely and efficiently. If unstable conditions are encountered, the Designer shall be
notified in order that proper bedding materials may be selected. Trench excavation or
excavation for pipelines shall consist of excavation necessary for the construction of sewers,
conduits and other pipelines and all appurtenant facilities thereof, pipe embedment materials,
and pipe protection, insulating and sleeving in ductile iron pipe, as called for on the plans. It
shall include site preparation, backfilling and tamping of pipe trenches and around tanks and the
disposal of waste materials, all of which shall conform to the applicable provisions of these
specifications. When muck, quicksand, soft clay, swampy or other material unsuitable for
foundations or subgrade are encountered which extend beyond the limits of the excavation,
such material shall be removed and replaced with pipe foundation material as specified in the
engineering drawings. Surface drainage shall not be allowed to enter excavated areas.
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Brooks Engineering Associates, -PA Specifications
BEA # 313408 ! 6 Tinseltown RV Park

I,- 2.2.5 Rock in Pipe Trenches
l ` Rock encountered in trench excavation shall be removed for the overall width of trench which
shall be as shown on the plans.; It shall be removed to a minimum depth of three (3) inches
below the bottom of the pipe. Clean compacted backfill shall replace the excavated rock.
2.2.6 Pipe Installation
The pipe material listed above shall be installed in accordance with the manufacturer's
�} recommendations and the requirements of these specifications. All sewer lines shall be laid to
�I the line and grade shown on the plans. No deviations from line and grade shall be made, unless
Fthey have been approved by the Designer. The pipe interior shall be kept clean before and after
laying by means approved by the Engineer. Pipe ends shall be plugged at the end of each work
r day or when work is temporarily stopped. The plugs shall be watertight so that water and debris
1_J
will not enter the pipe. '
f 2.2.7 Backfilling
(a) All backfilling shall be done in such manner as will not disturb or injure the pipe or structure
J 1 over or against which it is being placed. Any pipe or structure injured, damaged or moved from
its proper line or grade during backfilling -operations shall be opened up and repaired and then
re-backfilled as herein specified.
_ (b) The Contractor shall replace all surface materials and shall restore paving, curbing,
sidewalks, gutters, shrubbery, fences, sod, and other surfaces disturbed, to a condition equal to
that before the work began, furnishing all labor and materials incidental thereto as provided
( elsewhere in these specifications. The back -filling of the trench after the pipe installation and
testing shall be in accordance with the standard detail.
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f 2.2.8 Testing
All gravity lines shall be tested by either hydrostatic of pneumatic testing. Pneumatic testing
shall be in accordance with ATM C828. For hydraulic testing, the lower end of the gravity line
shall be plugged and the line filled with potable water. Allow two hours for air to escape.
Record entry water level (in tank or D-box). Let water stand for at least 4 hours, preferably
overnight. Inspect trenching for wetness conditions and check entry water level. Record the
difference in any water levels and attempt to identify the location of any exfiltration.
Brooks Engineering Associates, �PA Specifications
BEA # 313408 7 Tinseltown RV Park
ii

2.3 Primary Treatment System
2.3.1 Treatment System Overview
The collection system will discharge into a 3,000 gallon septic/ surge tank and then to two
additional 3,000 gallon septic tanks. Effluent from the third septic tank will flow into two bottom -
connected pump tanks that act'as the recirculation tank. Pipe boots at inlet and outlet
connection locations are to be pre -cast and not cored. All tanks are set at the same elevation
so water levels stay the same in each. The last recirculation tank contains duplex dosing
pumps that dose six E-Z Treat TM fixed media filter pods, with an effective pod loading rate of
700 gpd per pod. The pod dosing system consists of duplex 1-1/2 HP Sta-RiteT". vertical turbine
pumps provided by E-Z TreatTM that dose two pods at once simultaneously at a rate of 50 gpm
each. The timer settings are set for 2 minutes on, 2. minutes off for spraying the wastewater
over the E-Z Treat pod media where attached growth bioattenuation provides BOD and TSS
removal. Treated effluent gravity flows collectively from the effluent return lines from each fixed
media filter pod to an effluent bypass/splitter valve located in the recirculation tank. The effluent
bypass/recirculation valve will return a portion of the treated flows (3:1) to the recirculation tank
during low flow conditions (valve ball is unseated). During high flow conditions the valve will
pass on 100% portion of the treated effluent to the disposal dose tank. Two of the six pods
have been plumbed always return to the second septic tank to increase denitrification. This
results in a 1:2 recirculation ratio even during high flow events.
2.3.2 Tankage
(� All tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic and recirculation
F1 1 tank should be installed on a 6-inch minimum layer of No. 57 washed stone aggregate._ Any
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tanks with bottom connections shall have stone extend above the pipe connections.
Place bell ends of pre -cast -sections or. the groove end of the concrete facing down. In
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L J preparation for making joints; all surfaces of the portion of the section to be jointed and the
factory -made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non -shrink grout as well as liberal
amounts of bitumastic waterproof sealant.
Lifting holes and other penetrations of the pre -cast structure wall shall be sealed with non -
shrinking grout. Grout connections as necessary to make smooth and uniform surfaces on the
-� inside of the structure. Tanks utilized in series shall have bottom outlet cast in place as
opposed to cored on the job site by the contractor.
r Brooks Engineering Associates,, PA Specifications
BEA # 313408 8 Tinseltown RV Park
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F,
Before placing any tank into operation, remove any dropped grout, sand or other imperfections
and obstructions from the interior of the structure. Specifically, the inside walls of the tank shall
be smooth and uniform. Smooth -finish inverts so that wastewater flow is confined and directed
Fi through the inlet and outlet pipes with easy transition.
F1 Tanks shall be backfilled in accordance with the applicable specifications herein before
described. All pipe penetrations shall be through Press -Seal Cast -A -Seal 402 or approved
ni equal. All joints (mid -seam, top -seam) shall be sealed using Concrete Sealants butyl sealant
#CS-102 meeting ASTM C-990.
All service access openings will be a minimum of 24 inches. Exceptions may be made on a
(-1 case by case basis with E-Z Set Company's and Engineer's prior written approval. All access
openings shall be fitted with E-Z Set Company riser assemblies.
A 24-hour static water test, in accordance with ASTM standards, shall be performed on all
precast tanks in order to insure they are water tight.
a. The testing shall be performed in the presence of the local health department.
b. Each tank shall be filled with water and the initial water level shall be measured.
c.
At the end of the 24-hour period, the level of the water shall be measured again.
d.
The LHD shall pass the tank if the water level did not drop more than 0.5 inches
or if the total volume of the displaced water is less than 1 'percent of the total
effective liquid capacity of the tank.
e.
Tanks may also be leak -tested by applying a vacuum of 5-inches of Hg with riser
assemblies in place.
f.
Each failed tank shall be tested again. In the event that the tank does not pass
the second test, the Contractor shall remove and replace the tank at no
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additional cost to the owner.
Septic Tank and Recirculation Tank shall meet the following additional criteria:
a.
Minimum liquid depth of 36 inches.
b.
Minimum airspace of 9 inches.
c.
Length shall be at least twice as long as the width.
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d.
Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3`d to
j1/3�d.
The baffle wall shall be constructed to permit passage of effluent through a
slot or holes located between 45 and 55 percent of the interior depth.
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Brooks Engineering Associates, ;PA Specifications
BEA # 313408
9 Tinseltown RV Park

U ,
e. Recirculation tank shall be a true, two compartment(s), with a baffle wall dividing
the tank interior 2/3`d to 113`d. The baffle wall shall be constructed so liquid levels
in either compartment are independent and liquids will not by-pass between
j compartments except as designated by the system's treatment flow path.
_ f. Septic tank shall be fitted with an effluent filter that extends down to 50 percent of
the liquid depth of the tank.
2.3.3 Recirculation Pumps
C The E-Z Treat recirculation pumps shall. be two (2) — Y HP 50 GPM Sta-RiteTm brand
submersible vertical turbine (Model Number L50P4FH) for operation at 50 gallons per minute
with the E-Z set spray nozzle head requirements, or equivalent.
11 2.3.4 Control Panel
The Control Panel for the E-Z Treat System will consist of: (1) high/low water alarm and (2)
{ RMSYS 300 Series monitoring system. The control panel shall be an E-Z Treat No. 2,
RCD1220B Duplex panel. The, panel shall have an on/off timer, high/low water alarm and low
r( water level/run dry pump protection.
The control panel shall be in a NEMA 4X enclosure, installed_in accordance with the
manufacturer's recommendations, and within 10 feet of the E-Z Treat unit.
No splices may be placed in the pump tank or riser. All splices shall be made above ground in a
NEMA 4X junction box. Control and alarm circuits shall be on separate circuits.
RMSYS telemetry control panel shall be connected to a phone line. If the local health
department does not have access to the RMSYS website, a direct interface must be provided.
System operator must be able'to access the panel directly on site and shall be available with a
24 hour notice to the county in, the event a direct connection is necessary.
The audible/visual alarms shall be external to any structure.;
j 2.3.5 E-Z Treat Pod Unit
Pressurized effluent is sprayed over the media mattress using a spray manifold with 12 evenly
�i spaced wide-angle spray nozzles. The effluent is sprayed onto a mattress measuring 7.75 feet
square by 2 feet thick. The mattress is fabricated from a non -biodegradable, chemically
Brooks Engineering Associates, PA Specifications
BEA # 313408 10 Tinseltown RV Park

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-- resistant, loose -weave polypropylene material. The openings in the weave allows for effluent
and air flow while containing the media. The media inside the mattress is a uniform styrene
I� material. The lightweight, non -biodegradable material spheres have a specific gravity of
1 I approximately 0.02. The biological contact surface area of the media -filled mattress is 85,000
square feet. The specific gravity of this material is (1) light enough to prevent compaction which
!�I results in a loss of effective surface area, and (2) provides a reduction in channeling across the
media(short-circuiting) The ; E-Z Treat Unit shall be installed in accordance with the.
manufacturer's recommendations and as shown on the contract drawings.
2.3.6 Effluent Bypass/Recirculation Valve
The bypass/recirculation valve is provided by E-Z Set and consists of a vertical ball seating in
the return line from the treatment pods. The ball seats when water levels reach push the
buoyant ball upward and the ball lowers as water levels in the tank are reduced. The effluent
bypass valve shall be by E-Z Set and shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
2.4 Final Treatment System
The final treatment system consists of a UV disinfection system, turbidity measurement
chamber, and a wet weather storage pond.
J 2.4. 9 U. V. Disinfection
- The U.V. disinfection system for each treatment plant shall. be an EZ-Set 50 gallon per minute
disinfection system with 6 lamps (Model GPH793T5Q. Each lamp shall have an effective
intensity of 4,749 mW-sec/cm?.
2.4.2 Instantaneous Flow Monitoring
A 90 degree v-notch weir chamber shall be utilized for flow monitoring. The NPDES permit
states that flow shall be measured weekly. The V-notch weir chamber shall be fabricated as
shown on the engineering plans. The V-notch weir chamber shall be installed immediately
following the U.V. disinfection: unit.
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-" 2.4.3 Discharge Structure
The discharge structure receives the discharge portion of the effluent and allows it to cascade
' down a man-made concrete apparatus that generates dissolved oxygen. The cascade aerator
Brooks Engineering Associates, PA Specifications
1�I BEA # 313408 11 Tinseltown RV Park

raises the dissolved oxygen level of the effluent before discharging into the Tuckaseegee River.
The aerator must be installed as shown in the engineering documents.
2.4.4 Backup Generator
A backup generator is required for the pump station given the lack of emergency storage. A
20kW single Phase Guardian® is specified, or approved equal. The system should have a built
in power transfer switch.
Brooks Engineering Associates, PA Specifications
BEA # 313408 12 Tinseltown RV Park

3.0 SITE PREPARATION
3.1 Seeding & Mulching
Fertilizing, seeding, and mulching of disturbed areas shall be completed within ten (10) working
days following completion of system installation and final inspection of the system by the project
engineer or designer. This may require that a temporary seeding mixture be used during given
dates of the year when permanent seeding would not be allowed. Said temporary seeding for
T; compliance shall be replaced by permanent -seeding during allowed seeding dates. Mulching
shall be straw as specified herein.
Typical Seed Application Rates
Species: Rate (lb/acre)
Falcon Fescue: 175
Rebel Fescue: 175
Jaguar Fescue: 175
Biltmore Mix: 200
Apply 4,000 - 5,000 lb/acre grain straw or equivalent cover of another suitable mulching
material.
71 3.1.1 Jute, Excelsior or Mulching
All seeded areas shall be mulched. Grain straw may be used as mulch at any time of the
year. If permission to use material other than grain straw is requested by the Contractor
- and the use of such material is approved by the Engineer, the seasonal limitations, the
methods and rates of application, the type of binding material, or other conditions
governing the use of such material will be established by the Engineer at the time of
approval.
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Applying Mulch
(1) Mulch shall be applied within 24 hours after completion of seeding unless
otherwise permitted by the Engineer. Care shall be exercised to prevent
displacement of soil or seed or other damage to the seeded area during the
mulching operations.
Brooks Engineering Associates, PA Specifications
BEA # 313408 13 Tinseltown RV Park
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(2) Mulch shall be uniformly spread by hand or by approved mechanical
spreaders or blowers which will provide an acceptable application. An acceptable
application will be that which will allow some sunlight to penetrate and air to
ncirculate but also partially shade the ground, reduce erosion, and conserve soil
_ I
moisture.
j� (3) Straw mulch'shall be applied at the rate of not less than 2 tons per acre.
3.1.2 Maintenance of Seed and Mulching
Areas where seeding and mulching have been performed shall be maintained in a satisfactory
condition until final acceptance�of the project.
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3.1.3 Erosion Control
(a) During the construction of the project, the Contractor shall be required to take the necessary
steps to minimize soil erosion and siltation of rivers, streams, lakes and property. The
Contractor shall comply with the applicable regulations of the appropriate governmental
agencies in regard to soil erosion control and sedimentation prevention.
(b) The Owner will limit the area over which clearing and grubbing and excavation operations
are performed.
(c) Prior to the end of each work day on the project, the'Contractor shall take the necessary
1 i I
measures to protect the construction area from erosion.
(d) Temporary and permanent erosion control measures shall be accomplished at the earliest
_ practicable time. Temporary erosion control measures shall be coordinated with permanent
r, measures to insure economical effective and continuous erosion control during the life of the
project.
i
(e) Temporary. erosion control measures shall include, but are not be limited to the use of
temporary berms, dams, dikes; drainage ditches, silt ditches, silt fences, vegetation, mulches,
mats, netting or any other methods or devices that are necessary.
(f) Erosion control measures installed by the Contractor shall be suitably maintained by the
,1
Contractor, until the site is fully stabilized.
(g) Where excavation is adjacent to streams, lakes or other surface waters, the Contractor shall
f not place excavated materials between the excavation and the surface waters.
(h) Where live streams are crossed by the project, the Contractor shall exercise particular care
i
(-. to minimize siltation of the stream. Temporary erosion control measures shall be constructed.
These may include but not be limited to use of coffer dam in the stream, dikes, diversion ditches
and/or temporary sediment traps at the top of the banks, and silt fences on all creek banks. All
j'
Brooks Engineering Associates, PA Specifications
BEA # 313408 14 Tinseltown RV Park

temporary erosion control measures shall be acceptably maintained until permanent erosion
control measures are established.
(i) Where runoff on natural ground may cause erosion of the trench or erosion of the backfill in
the trench, the Contractor shall construct temporary erosion control measures. These may
include but not be limited to diversion ditches, check dams and silt basins or other suitable
erosion control measures.
Q) Permanent seeding of disturbed areas shall be accomplished at the earliest practicable time.
(k) Gravel construction entrances shall be installed at all locations used regularly as ingress and
egress to the project site.
(1) Stream and River Crossings
Diversion ditches shall be constructed at or near the top of each river bank at river crossings.
Localized stormwater runoff shall be diverted by way of the diversion ditches away from the
disturbed stream bank. Other specified erosion control material shall be used in ditches and
swales.
Brooks Engineering Associates, PA Specifications
BEA # 313408 15 Tinseltown RV Park

I ,
i
4.0 INSPECTION AND MONITORING PROCEEDINGS
4.1 Pre -Construction Meeting
A pre -construction meeting shall, be scheduled which shall include the contractor, the NCDENR
DWQ representative, the engineer or his representative, the system(s) manufacturer
representative and the certified operator. Scheduling this meeting shall be the responsibility of
the installation contractor and all parties shall receive a minimum of one week's notice prior to
the meeting date scheduled. Any changes to the plans requested by the contractor or DWQ
representative will be discussed at this meeting and responded to within 3 working days by the
engineer.
1 4.2 Intermediate Inspection of the System During Construction
The contractor shall notify the engineer in time to inspect the site and insure proper installation
of the system components prior,to backfilling.
4.3 Final Inspection & System Start -Up
At the final inspection the installation contractor shall provide the engineer submittal sheets for
ALL major components utilized including tanks, pumps, valves, telemetry, and UV system.
4.3.1 Start-up Procedures
Start-up testing shall be required for all electrical and pressurized components of the on -
site wastewater system. Testing of all components to insure operation in accordance
with intended function shall be checked and recorded. Potable water shall be utilized for
all system testing. Each pod shall be dosed and flushed manually and evidence of the
irrigation schedule programmed shall be provided.
4.3.2 Pumps and Controls
Potable water shall be introduced into the pump, tank'sufficient to activate (either by float
switches or time -dose) -the pumping system for 2 on/off dosing cycles. The dosing
volume shall be estimated by checking tank levels before and after each dose cycle.
Brooks Engineering Associates, PA Specifications
BEA # 313408 16 Tinseltown RV Park
F� ,

7
II
Pump run-times and estimated dose volumes shall be recorded for review by the project
engineer. If alternating duplex pumps are utilized, pump sequencing should be checked.
Electrical system components shall be approved by the local building inspector.
f
4.3.3 Pressure Distribution
Dynamic pressure shall be checked via the pressure gauges at the pods. Pressures
shall meet specified engineering requirements and be within the operating range
specified by the manufacturer. Pressure testing devices shall be installed as shown on
the engineering drawings.
i
Brooks Engineering Associates, PA Specifications
BEA # 313408 17 Tinseltown RV Park

!}
5.0 ATTACHMENTS
r
i
Brooks Engineering Associates, PA
i BEA # 313408
Specifications
18 Tinseltown RV Park

ATTACHMENT A
NPDES PERMIT
Brooks Engineering Associates, PA Specifications
BEA # 313408 19 Tinseltown RV Park
It

— O WAT, 9 Michael F. Easley
Q 'IV AAGovernor
NCDENR William G. Ross, Jr., Secretary
>_ North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
January 8, 2009
Wayne Smith
- 51 Bridge Street, #B
Sylva, NC 28779
Subject: Issuance of NPDES Permit NCO088765
` Tinsletown RV Park
Jackson County
Dear Mr. Smith,
Division personnel have reviewed and approved your application for renewal of the subject permit
Accordingly, we are forwarding the attached NPDES, discharge 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 October 15, 2007 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on October 22, 2008.
The Division recommends that you consider ultraviolet (UV) disinfection for your facility. Chlorine can be
acutely toxic to aquatic organisms and forms secondary compounds that can also be detrimental to aquatic life. UV
disinfection would reduce the chemical load in your facility's effluent and reduce risks to aquatic life ins tream.
The Division also recommends that the plant will be equipped with emergency generators to operate all
Y critical parts of the plant 'during the power outage. The dumping of recreational vehicle holding tanks that contain
formaldehyde or other toxic compounds should be prohibited.
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 (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the perriiit. 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, the 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 Sergei Chemikov at telephone number
[phone].
Sincerely,
? J Coleen H. Sullins
l i /
cc: NPDES Permit File
Central Files
Asheville Regional Office / Surface Water Protection
Mark Brooks, P.E., Brooks Engineering Associates, PA,
17 Arlington Street, Asheville, NC 28801
N. C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state.nc.us DENR Customer Service Center: 1 800 623-7748

Permit NCO088765
r , STATE OF NORTH CAROLINA
ji I-r DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
L _) 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,
i
Wayne Smith
_ is hereby authorized to discharge wastewater from. a facility located at the
1 '
Tinseltown RV Park
f 80 WIlmont Road
► s Sylva
Jackson County
to receiving waters designated as Tuckasegee River in Little Tennessee River Basin
in accordance with effluent limitations,' monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
i
' This permit shall become- effective February 1, 2009.
I
This permit and authorization to discharge shall expire at midnight on. November 30, 2012.
n i -
i Signed this day January 8, 2009.
s� Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
i
i

i -TIM
NO WON,
RIM
OEM MR
p,
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■
Latitude: 35'24'12" Tinseltown RV Park
Longitude: 83'19'7" VVWTP
Receiving Stream: Tuckasegee River
Stream Class: B NCO088765
Subbasin: 040402
Jackson County-

i
Permit NC0088765
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS.
During the period beginning upon completion of the construction of WWTP and lasting
until expiration, the Permittee is authorized to discharge from outfall 001. Such
discharges shall be limited and monitored by the Permittee as specified below:
LIMITS!,...
> MONIT,ORING REQUIREMENTS
.PARAMETER
e
Montfjy'Average
Daily Maximum .
'Measurements
:'Sample Type
Sample Locations
Frequency
-
Flow
0.0042 MGD
Weekly
Instantaneous
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Fecal Coliform
2001100 mL
400/100 mL
Weekly
Grab
Effluent
(geometric mean
Total Residual Chlorine
28 Ng/L
2/Week
Grab
Effluent
TRC l
Temperature (°C)
Weekly
Grab
Effluent
pH
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Footnotes:
- , 1. Limit and monitoring applies only if chlorine is added for disinfection. The Permittee
shall report all effluent TRC values reported by a NC -certified laboratory [including
field -certified]. Effluent values below 50 µg/L will be treated as zero for compliance
purposes.
_ There shall be no discharge of floating solids or visible foam in other than trace
amounts
ti
F7

NPDES Permit Standard Conditions
-- Page 1 of 16
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
j 2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples are collected three times per week on three separate calendar days.
F-) Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
y The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
�l
I Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
!-- 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.
�l
< < Calendar Day
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.
4
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
'� interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
j 1 Composite samples may be obtained by the following methods:
(i) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
t— (2) Constant time/variable volume: 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
(3) Variable time/constant volume: 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 preset gallon internal between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
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i NPDES Permit Standard Conditioiis
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➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater .treatment systems whose detention time < 24 hours shall collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect
effluent grab samples at least every X hours [X = days detention time] over a 24-hour period. Effluent
samples shall be collected at least every six hours; there must be a minimum of four samples during a 24-
hour sampling period.
ti
Continuous flow measurement
ti 7 Flow monitoring that occurs 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.
Daily Discharge
-� ring a calendar day or any 24 hour period that reasonably represents the
The discharge of a pollutant measured du
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge' is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
_ concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
' 6
Daily Maximum
` The highest "daily discharge' for conventional and other non -toxicant parameters. NOTE: Permittees may not
submit a "daily average' calculation [for determining compliance with permit limits] for toxicants. See the relevant
kFederal effluent guideline[s] for the appropriate calculation interval.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
s '
DWO or "the Division"
1 The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
11
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = L
—� Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
n samples).
�j
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
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NPDES Permit Standard Conditions
Page 3 of 16
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
l ; discharge.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
jcoliform, the geometric mean of such discharges.
l_
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
! The average of all samples taken over a calendar quarter.
Severe property damage
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 excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
y � U set
1 An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational . ertor, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration lixnit�
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
colifotm, the geometric mean of such discharges.
I 1
Section B. General Conditions
—� 1. Duty to Comgly
1 ! The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
J of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and teissuance,
r) or modification; or denial of a permit renewal application [40 CFR 122.41].
-� 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
l{ 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 requitement.
-1
i I b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
n 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
i of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
r'
j c. The Clean Water Act provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or
�- 405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
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NPDES Permit Standard Conditions
Page 4 of 16
isection 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
d. Any person who kno2vin� violates such sections, or such conditions or limitations 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. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 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,
- J and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
^� more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309 (c) (3) (B) (iii) of the CWA; shall, upon conviction
! of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
t up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
i f. Under state law, a civil. penalty of not more than $25,000 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. [North
Carolina General Statutes 5 143-215.6A]
' g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this 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 H penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
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 with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41 (d)].
3. Civil and Criminal Liability
J Except as provided in permit conditions on "Bypassing" art H. C. 4 'Upsets" art H. C. 5 and "Power
p P p �' ), P (I' )
_ Failures" (Part H. 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.
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NPDES Permit Standard Conditions
Page 5 of 16
5. PropertzBights
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 [40 CFR 122.41
6. Onshore or Offshore Construction
j 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. 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
i
remainder of this permit, shall not be affected thereby [NCGS 150B-23].
S. 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 by this permit [40 CFR 122.41 (h)].
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 [40 CFR 122.41 (b)].
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 Recluirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
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
I charge of a principal business fiinction, 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
S� operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where 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 [40 CFR 122.22].
t
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I NPDES Permit Standard Conditions
Page 6 of 16'
b. All reports requited by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
i 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, of an individual or position having
i 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 [40 CFR 122.22]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
i authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
- prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.221:
V 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 [40 CFR 122.41 (f)].
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
j f permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, i-ules, 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. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty daps after being
�i
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
—1 1. Certified Operator
j I Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator' must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
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_ The ORC of each Class I facility must:
➢ Visit the facility at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class H, III and IV facility must:
➢ Visit the facility at least five days per week, excluding holidays
1 ➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
1, a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar, days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a
_ new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
i facilities at optimum efficiency. The Pennittee 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 Penmittee to
r achieve,.compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
i laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
ti and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
l_J 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 [40 CFR 122.41
(c)]•
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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 b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(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 effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
• H. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
r— (A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
I(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
r 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 b. of this section.
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(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Petmittee for a bypass as provided in any current or future system -wide collection system
r permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
I�a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. 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.
b. 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;
y (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) of this permit.
-, (4) The Permittee complied with any remedial measures required under Part 11 B. 2. of this permit.
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
J 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
jreopened -and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 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 requited by 15A NCAC 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
L 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 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 [40 CFR 122.41 (j)].
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17
'1
I
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 (i\M 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month 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:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Centex
Raleigh, North Carolina 27699-1617
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 is 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. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow 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 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 [40 CFR 122.411.
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 [40 CFR 122.41].
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 Petmittee shall retain records of all monitoring information, including:
➢ all calibration and *maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
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➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained 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 [40 CFR
122.41].
7. Recording Results
' For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shallrecord
the following information [40 CFR 122.41]:
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;
i d. The individuals) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entr.
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 Penn ttee'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 [40 CFR 122.41 (i)].
Section E Reporting Requirements
1-7
7 1. Change in Discharge
All discharges authorized herein shall be consistent with the terns 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 [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); oY
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 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 alteration, 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
t , The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
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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 permit to document the change of ownership. Any such action
_i may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) 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 this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public 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 [40 CFR 122.41 (1) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Petnittee 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
i this permit [40 CFR 122.41 (1) (7)].
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 [40 CFR 122.41 (1) (8)].
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.
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Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
i 10. Availability of Reports
i 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. 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
i monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
not more than $25 000 per violation or im tisonment for not more than two ears per violation or both
> p � Y� P� Y p � Y
[40 CFR 122.41].
! 12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Petmittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
-� The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Petmittee shall not commence construction of wastewater treatment facilities, not add to the plant's treatment
�I capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
i Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Pem- ttee and approved by the Division.
Section B. Groundwater Monitoring
The Petmittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Petmittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
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 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonittile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitzophenol and for 2-methy1-4.6-dinitrophenol; and one milligram per liter
(1 mg/L) for antimony;
(3) Five 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';
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(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
r—�
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall 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 Pennittee shall submit a report in
' such form and detail as requited by the Division evaluating these alternatives and a plan of action within 60 days of
—� notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any"wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
J adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs)
- - All POTWs must provide adequate notice to the Ditector of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
^� section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For putposes.of this paragraph, adequate notice shall include information on (1) the quality and quantity of
yJ effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
�I industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
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f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent ]imitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
' 4. The Permittee shall require any industrial discharges sending - influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater fi:om any significant industrial user, the Permittee shall either develop and submit to the
._ Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General .Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit.
- The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Smve�(IWSI
The Permittee shall update its Industrial Waste Survey, (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part H, Section D, and Section E.S.).
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Pennittee shall submit to the Division a written technical evaluation
_ of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) [40
CFR 122.44]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H .0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
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5. Industrial User Pretreatment Permits (TUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
1 operation of pretreatment equipment and discharge to the Perinittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
6. Authorization to Construct (At(;
The Permittee shall ensure that an Authorization to Construct perrnit (AtC) is issued to allapplicable
i ! industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Perinit (IUP) limitations.
7. POTW Inspection & Monitoring of their SIUs
The Per:rnittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial ' Users (SIUs) at least twice per calendar year for all permit -
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
^� once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (EM
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division. .
10. Pretreatment Annual Reports AR)
The Permittee shall report to die Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
! required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Pen-nittee shall submit two copies of a Pretreatment
Annual Report (PAR) describing its pretreatment activities over the previous twelve months to the
Division at the following address:
NC DENR / DWQ / Pretreatment Unit
j1617 Mail Service Center.
Raleigh, NC 27699-1617
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NPDES Permit Standard Conditioiis
Page 16 ofl&
These reports shall be submitted according to a schedule established by the Director and shall contain the
following:
i a.)
Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
'—
Users (SIUs) in Significant Non -Compliance (SNC);
b.)
Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.)
Significant Non -Compliance Report (SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by die Division;
d.)
Industrial Data Stunnnary Forms O DSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial
_I
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.)
Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
}
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Pennittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non -Compliance (SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
�i shall be published within four months of the applicable twelve-month period.
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12. Record Keepiu?
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish die objectives of its
approved pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A NCAC 2H .0907.
Fi
lT� Version 1011012007

Brooks Engineering A s"a�ces
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TINSELTOWN RV AR 'N"E''
WASTEWATER D15CHAR EEM
OWN -T
O PERA T/ O N
MA /NTENA NCE
MA NUA L
PREPARED FOR:
WAYNE SMITH
TINSELTOWN RV PARK
51 BRIDGE STREET #8
SYLVAN NO 28779
r,��ti1N i t�f III/
fis
MEAL n. S
l,lt eQs�ll�;y /
ORIGINAL: JULY 15, 2009
BROOKS ENGINEERING ASSOCIATES PROJECT NO.: 31 340B
1 7 ARLINGTON STREET
ASHEVILLE, NC 2BB01
B2B.232.4700
17 Arlington St. Asheville, NC 28801 www.brooksea.com ph. 828.232.4700 fx.828.232.1331

TABLE OF CONTENTS
1.0 Purpose & Scope...............................................................................................1
2.0 Wastewater Treatment: System .........................................................................2
2.1 Introduction..........:......................................................................................
2
2.2 Processes and Components.........................................................................
4
2.3 Maintenance ................. :...............................................................................
6
3.0
Monitoring and Disinfection...........................................................................13
3.1 Operating Parameters.................................................................................
13
3.2 Maintenance................................................................................................13
4.0
i
Residuals Management Plan..........................................................................14
4.1 General......................................................................................................14
4.2 Operational Procedures.............................................................................. 14
5.0
Emergency Response'.....................................................................................15
6.0
Attachments
A. EZ-Treat Manufacturer's Installation Recommendations
B. EZ-Treat Manufacturer's Operation & Maintenance Recommendations
C. Wastewater Hauler's Discharge Permit

1.0 Purpose & Scope
This Operations & Maintenance Manual is developed as a guideline for general daily,
weekly, monthly, and annual operations and maintenance of the 4,200 gpd wastewater
treatment system and surface discharge system. This plan is developed in accordance with
15A NCAC 2H .0138.
This O&M Manual references the engineering plans and specifications and is not intended
to be a stand-alone document. It should be utilized in conjunction with the engineering
plans and specifications along with the equipment manufacturer's recommendations.
The operations will need to be amended as necessary by the licensed operator to insure
efficient operation of the systems and protect against water quality permit violations. No
equipment changes to the system(s) shall be made without the expressed consent of the
project engineer and the manufacturer. Doing so may void the respective warranty.
The WWTF must be operated and maintained in accordance with the NPDES Permit
conditions. Refer to the current permit for operation, monitoring, and reporting
requirements.
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1 Tinseltown RV Park
Brooks Engineering Associates, PA

2.0 Wastewater Treatment System
2.1 INTRODUCTION
General
This manual has been written to provide operating procedures for an EZ-Treat Recirculating
Media Filter wastewater treatment plant. This manual provides the plant operator with a
reference guide. The provided plant consists of 9,000 gallons of septic tankage and 6,000
gallons of recirculation tankage. Three (3) 3,000 gallon septic tanks in series are utilized to
meet the septic tankage requirements. Two (2) 3,000 gallon pump tanks should be plumbed
together at the bottom to function as one 6,000 gallon recirculation tank. Six EZ-Treat
Model 65 media filters,and all appropriate valves and appurtenances are included in the
design.
Table 1: Design Parameters
INFLUENT
EFFLUENT
Average Daily Flow
GPD
4,200
4,200
Peak Hourly Flow i
GPM
2.92
2.92
BODS
[mg/11
200
30
TSS ,
[m /I]
200
30
N-NH4
m /1
45
6
TKN
[mg/11
60
6
Temperature
[deg. C
15 - 22
17 - 24
H
1to14
6-8
6-8
Process Description
The raw sewage from each of the 42 RV sites flows via gravity collection system (designed
by others) into a 3,000 gallon septic/ surge tank with two compartments where solids settle
and fats, oils, and greases are separated. Effluent passes through a Zabel A100-12x23-VC
before leaving the. first septic tank.
Effluent from the first septic tank flows into the second 3,000 gallon septic tank, and then
into the third 3,000 gallon septic tank. Effluent then flows into the 6,000 gallons of
recirculation tankage where duplex pumps dose the six EZ-treat filter media pods.- Two
pods are dosed simultaneously. Doses to the pods are automatically sequenced via the use
of a hydraulically actuated multizone valve. Filtrate from four of the EZ-Treat filter media
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-pass valve allows
pods returns to the by-pass valve located in the recirculation tank. The by
f i 100% of the filtrate to recirculate back into the recirculation tank during periods of low flow.
{ I Two of the six pods drain back directly to the second septic tank at the WWTF to enhance
denitrification. The second septic tank is anticipated to have a higher organic carbon
I concentration to provide for electron acceptors in the denitrification process. Filtrate
bypassing the splitter valve will flow to the U.V. disinfection and will ultimately discharge to
surface waters when the ball in the by-pass valve is seated.
Effluent not being recirculated flows by gravity through the U.V. disinfection unit which has
six bulbs, (three bulbs are capable of disinfecting the wastewater). The disinfected effluent is
discharged to surface waters via gravity flow.
Excess scum and sludge in ;the septic tanks may periodically need to be removed for
disposal in accordance with:the Residuals Management Plan, which is provided in Section 4
of this manual.
Nutrient Monitoring -
While the current permit does not limit the amount of nutrients that can be present in the
—1
effluent, nitrogen levels must be monitored to ensure the treatment system is operating
j I properly. While there are currently no: permit limits for nitrogen the Total Nitrogen levels. in
the effluent should be less than 20 mg/I and ammonia levels should be less than 6 mg/l.
The amount of ammonia'is. governed by the efficiency of the nitrification process. Ammonia
and nitrate fluctuation will result from a variety of factors, such as; (1) temperature; (2).
pH/Alkalinity; (3) dissolved oxygen concentration (i.e. recirculation ratios); (4) hydraulic and
organic application rates; (5) influent ammonia concentrations; and (6) whether or not an
{ excessive amount of chemicals or cleaning compounds, toxic to microbial life, have been
-' inadvertently disposed in the waste stream. Sufficient alkalinity must be present to buffer the
acidity created during nitrification. This prevents the pH from dropping to a point that
degrades biological activity;(<6). Should ammonia levels be high, increased nitrification is
necessary. Dissolved oxygen levels in pod filtrate should be checked along with influent
nitrogen levels. Increased aeration via'a mechanical measure may be necessary. Should
nitrate levels be high, alkalinity or carbon source may be deficient. These levels should be
checked in,the recirculation. tank. Chemical feeds to adjust alkalinity or carbon levels may
be necessary.
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2.2 PROCESSES & COMPONENTS
Influent Composition
To ensure the plant's trouble free operation, it is essential that any materials that can harm
the treatment biology such as, but not limited to: the following are not present in the influent.
• Oil and fat (in concentrations higher than 30 mg/1)
• Paints and paint thinner
• Acids and alkalis
• Petroleum products
• High strength cleaners and detergents
• Large quantities of chlorine (e.g. pool chlorine)
To reduce the frequency or!eliminate the need for cleaning material debris from the
screening device, it is recommended that the following material be kept out of the influent
wastewater.
• Plastic material
• Rubber materials
�- Polystyrenes
-� •. Sanitary napkins
SAFETY AND PERSONAL, HYGIENE
The following are general guidelines on safety and hygiene. Refer to and always follow state
and local regulations where possible.
SAFETY i
Access to the WWTF is limited by either a locked fence enclosure and/or locking accesses
such as lids to all vaults, tanks, pods, and panels. Keys should be kept with the owner and
operator.
Safe work habits include good habits, good safety equipment, and good training. Safety
equipment should include but not be limited to the following:
4
• Rubber lined gloves
• Safety glasses with protection against splashing
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• Safety harness and rope to be used whenever working around tanks
• Rubber boots and rubber protective clothing
• Gas detectors
I r When working on equipment, ensure that power is disconnected before accessing
equipment working components. Switches should be locked out to prevent accidental start
�i
of equipment.
When working within confined spaces and tanks it is important to test for toxic gases and
vent the space prior to entry;. A team approach is essential. A standby operator to raise the
alarm and assist in the recovery of personnel in the event of accident should be present.
Under no circumstances should the standby operator enter the confined space if problems
r exist.
f
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PERSONAL HYGIENE
Raw sewage and streams from various stages of the treatment plant contain human
pathogenic organisms. Without limiting the forthcoming it is essential that anyone coming
into contact with sewage from any stage of the process take precautions to prevent
exposure to any human pathogenic organisms present.
1 4
• Wash hands with disinfectant soap before eating,. drinking, smoking, etc
• Wear long sleeved shirts and trousers to prevent sewage contact with skin
• Wear safety glasses
• Never store or consume food and drink in close proximity to sewage or'sewage
samples and never store samples in the same refrigerator as food and drinks.
• Remove clothing splashed or wet with sewage and exchange for clean as soon as
possible; wash with disinfectant soap.
• Ensure that cuts and abrasions are immediately treated with antiseptic and suitably
covered.
i
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2.3 MAINTENANCE
Monthly Maintenance
Once a month, during the first year of operation, make a visual inspection of the
recirculation/ blend liquid level. The liquid level should never be lower than the "Redundant
Off' float. A watertight tank is important and any leakage must be corrected.
Read the hour meters and event counters for the recirculation/ blend and dosing tank's
pumps once a month. Each pump should run approximately the same number of hours and
turn on approximately the same number of times as their operating counterpart. If the run
and/ or cycle times differ significantly between pumps, determine the cause of the
discrepancy and take corrective measures.
Manually operate a pump in, each recirculation/ blend tank duplex pumping unit through
three cycles and ensure that the distributing valve is operating properly by observing that
- effluent squirts from each successive pod.
I
Quarterly Maintenance ;
Testing for Biochemical Oxygen Demand (BODA Total Suspended Solids (TSS), Fats, Oils,
and Grease (FOG), Ammonia (NH3), Nitrate (NO3) and pH should be done according to
regulatory requirements. If regulatory requirements are not present, samples should be
taken quarterly for the first year to establish a baseline. Subsequent testing after the first
year may be reduced based on the establishment of this baseline. Regular samples will
provide valuable information for ongoing maintenance and troubleshooting. Effluent testing
procedures may be found in the EZ-Treat® O&M Manual provided upon installation. Ali
a
results obtained should be reported to the appropriate people.
For the first year only, check voltages and amperages of all pumps and record them on a
Field Maintenance Report form. Refer to the start up voltages and amperages recorded
during the system start up. ; If the voltage drop or amperage exceeds National Electric Code
(NEC). requirements, have an electrician verify the service line and check pump windings. If
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{
there is no discernible difference in voltage -or amperage, this procedure may be performed
annually.
Semi -Annual Maintenance
Inspect the spray of the nozzles in the EZ-TreatO pods. Observe and measure the residual
pressure. Refer back to the: initial measurements of residual pressure recorded during the
system start up. If the observed residual pressure exceeds the initial residual pressure by
more than 15-20%, it can be assumed that a significant number of.nozzles are plugged and
the laterals require'flushing.1 Flush the laterals by opening the ball valves at the end of each
lateral. Turn the pump on MAN and let it run to flush any material from the lateral. Repeat .
for each lateral. Recheck the residual pressure to ensure that the laterals have been
sufficiently cleared.
If there is still a significant difference in initial and current residual pressure, try either a
bottle brush attached to the�end of a plumber's snake or a high-pressure washer to clean
the laterals. Nozzles may also be cleaned individually by -removing the nozzle and soaking
in'TSP or any other approved cleaning agent for 30 minutes. When a nozzle is clear, you
can see the spray distribute, evenly across the polystyrene media. If the nozzles are
substantially plugged after six months, then it may be prudent to inspect the residual
pressure every three months and adjust scheduled testing and flushing of the laterals
accordingly.
Visually inspect the bypass waive and verify that the liquid level in the tank is with in the
normal range. Consult the design plans for proper operating level. If low, the ball
mechanism could be jammed in the seated position. Remove, disassemble, and inspect. If
high, the bypass valve may; require cleaning because it is not making a tight seal when
seated. Remove, disassemble, and inspect.
Annual Maintenance
Measure the scum and sludge accumulation in all tanks annually.
1. Measuring the scum layer. Using a scum utility measuring gauge or similar tool,
measure the thickness of the scum layer. With this measurement, determine if the
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1
distance from the bottom of the scum layer at the liquid's lowest normal level and to
the bottom of the effluent filter is 3" or less. If so, it's time to pump out the contents
j from the tank (scum, sludge, and liquid completely
2. Measuring the sludge layer. Using a sludge judge, or similar tool, measure the
thickness of the sludge layer. With this measurement, determine if the distance from
the top surface of the sludge to the bottom of the effluent filter is 6" or less. If so,
again, it's time to pump out the contents from the tank (scum, sludge, and liquid
completely. If the tank is fitted with a pump vault or effluent filter discharge
17 assembly, measurement will be from the top surface of the sludge layer to the
bottom of the vault's inlet ports (see Figure 1). After removing the septage contents
from the tank, refill it with water to its normal operating level.
J
4 Flush the laterals on an annual basis. The laterals should be flushed at least once per year
regardless of the inspected pressures. Once a year, send copies of the complete activity
i—� diary to the appropriate person. This information is very valuable for analysis and trouble
shooting if problems should occur.
l ! Check voltages and amperages of all pumps and record them on a Field Maintenance
Report form. Refer to the start up voltages and amperages recorded during start up. If the
voltage drop or amperage.exceeds National Electric Code (NEC) requirements, have an
electrician verify the service line and check pump windings.
The pumping system should be inspected annually to ensure that they are operating
properly. Unscrew the stainless steel bolts that fasten the plastic lid over the pumping
equipment. Remove the plastic lid for an inspection that includes these steps:
a. Verify that there are, no obvious holes or leaks in the riser or around the perimeter of
the riser connection -to the tank. Wetness or watermarks may be an indication of
;I
weeping.
b. Inspect splice box to ensure that it is free of water. Ensure lid and connections are
secure.
c. Verify that floats are in good condition and properly secured to the float tree. Verify
;I
that the float cords are neatly wrapped inside the riser so that they cannot interfere
with the operation of the floats.
d. Verify float operation. Refer to the Start -Up float tests.
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it
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Corrective Maintenance
An alarm is triggered when the liquid in the tank reaches a level that is either higher or lower
than it should be, under normal operating conditions. When responding to an alarm, first
discern whether a high- or low-level- condition or pump failure has caused the alarm. If it is
due to pump failure, test each pump manually and locate the failed pump. Replace the.
pump using the manufacturer recommendations. Remove the access riser lid and visually
inspect the liquid level. If a high liquid level has caused the alarm, follow the ensuing
procedures. If a low liquid level caused the condition, see Low Liquid Level Alarm.
High Liquid Level Alarm
�-
1. Discern if the High Water Alarm is from higher than expected usage (i.e. special
event etc.) If there is a long term increase in flows, then timer settings need to be
-�
adjusted accordingly.
ii
2. Visually inspect the bypass valve and verify that the liquid level in the tank is within
the normal range. Consult the design plans for proper operating level. If high, the
,r
bypass valve may require cleaning because it is not making a tight seal when
seated. Remove, disassemble, and inspect.
3. When a high liquid level is present, first check the circuit breakers, switches, and
fuses in the system control panel. If separate breakers in the main panel were used
for the pumps and controls, also check these breakers. If a breaker is found to be
r
tripped. Reset the breaker and observe the operation for continuous tripping. If
tripping does not recur, the problem has likely been found or corrected itself. Test
the automatic function of the system to verify proper operation.
4. If, after checking the circuit breakers, fuses, and switches, the pump still does not
operate, move the MOA switch to MAN. If the pump engages, the problem is likely in
�I
the float system. If the motor contactor engages, but the pump doesn't run, go to
step 9. Pump the tank down to a level below the "Override Timer On/OFF" float.
--1
Cycle the pump to simulate the timer on and off periods so that the effluent is dosed
to different zones of the EZ-Treat® system. Return the MOA switch to AUTO. Do
not leave a pump in the MAN position unattended. If you do, the pump can continue
-,
to operate without liquid, possibly drawing solids to the filter and causing potential
failure problems.
F-1
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a IMPORTANT! Before doing any work on either the wiring to the level control floats
and pump or in the pump control panel, switch off the power to the system at the
service entrance panel, set the circuit breakers in the panel to their "OFF" positions.
i
5 Isolate the float switches and check to ensure all floats are operating properly. If a
float is found to be faulty, refer it according the manufacturer's recommendations.
~� 6. Check pumps for discharge flow. Close the ball valve, disconnect the union in the
discharge plumbing assembly and turn the union so that it is facing down. Engage
the pump and visually inspect the approximate flow rate being discharged. If you are
unsure of the discharge rate, measure the time it takes to fill a five -gallon bucket with
I
the discharge. Check this value against the appropriate pump curve. If the flow rate
is insufficient, the pump may need to be cleaned. Refer to the Pump Repair Manual.
7. If the pump operates; in the proper flow range, check all downstream valves to
ensure that they are 'in the open position. If the valves are all open, test the
discharge pressure of the pump. Refer to the pump repair manual for testing pumps.
8. Check the panel to verify that the motor contactor engages. If it engages, but the
pump doesn't operate, then it is .either a pump failure or a bad electrical connection.
IMPORTANT! Before doing any work on either the wiring to the level control floats
and pump or in the pump control panel, switch .off the power to the system at the
_ service entrance panel, set the circuit breakers in the panel to their "OFF" positions.
9. Remove the access iriser lid and the stainless steel screws from the splice box lid,
being careful not to drop the screws into the tank. If the splice box was submerged,
- or if there is a crack yin the conduit, there may be water in the splice box. If this is the
case remove the water with a syringe or other appropriate method. Carefully check
the splices to ensure that they are intact and remain watertight. If all splices are
found to be watertight, replace the splice box lid. In the control panel, carefully tug
- on each wire going to the splice box. Correct any wires that are loose. Reactivate
and retest the system.
10. If the system operates but can't keep up with the flow, check the system for water
7 tightness. A leaking tank can infiltrate enough water to overcome the pump. Also
check for leaking fixtures in the home, though it is unlikely that a leaky fixture could
provide enough liquid to over come the pump.
I � ,
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�_r

Low Liquid Level Alarm
1. Determine the actual flows in the system. If the flows are considerably less ,than the
timer is set for, then adjust the timer settings to match current flows.. If low level
exists in the drainfieltl pump basin, then ensure that the minimum runtime is
appropriately set.
2. The tank may be siphoning. Inspect the liquid level in the tank. If the liquid level is
below the "Redundant Off/Low Level Alarm" float, then likely the problem is either a
�4 leaky tank or siphoning. Siphoning typically occurs when the system is pumping
f downhill. A system will not necessarily, siphon every time it operates. It is dependent
on the system design. A siphoning system can be retrofitted with an anti -siphon
valve. Most siphoning problems will manifest in the first months of operation.
3. If the hydraulics of the system do not allow for siphoning, then it is likely that the tank
1 is leaking. Fill the tank to a normal operating level and return to inspect the tank at a
later time. If the liquiid level is below the normal operating level, the tank is leaking
and needs to be repaired or replaced.
4. Visually inspect the bypass valve and verify that the liquid level in the tank is within
�the normal range. Consult the design plans for proper operating level. If. low, the
ball mechanism could be jammed in the seated position. Remove, disassemble, and
j inspect.
Removing and Replacing Inoperative Pumps
IMPORTANT! Before doing any work on either the wiring to the level control floats
and pump or in the pump control panel, switch off the power to the system at the
I service entrance panel, set the circuit breakers in the panel to their "OFF" positions.
1. Close the ball valve;on the discharge plumbing assembly, disconnect the union, and
carefully remove the pump and attached plumbing from the tank. Disconnect the
pump from the discharge plumbing assembly.
2. Remove the stainless steel screws from the splice box lid, being careful not the drop
the screws into the tank. If the splice box was submerged, or if there is a crack in the
conduit, there may be water in the splice box. If this is the case, remove the water
with a syringe or other appropriate method. Loosen the cord grip at the splice box
it �
t
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and identify the appropriate splice for the pump. Cut out the splices and label the
wires.
3. Remove the inoperative pump and replace it with a new one of the same type. Push
the pump cable through the watertight cord grip into the electrical splice box. -Leave
an adequate length of electrical cord coiled inside the riser to allow for easy removal
of the. pump. Tighter: the cord grip by hand, not by tool, and then test the tightness
of the cord grip by tugging on the cord. A cable is secure when the cord grip is tight.
enough to prevent slippage. An adequate length of cord should be left within the
splice box to allow for easy removal for future disconnecting and re -splicing.
4. Splice the pump wires to the appropriate wires from the control panel following the
wiring schematics provided by the manufacturer. Always use watertight heat shrink
splice kits for all connections.
5. Reattach the discharge plumbing assembly and carefully lower the pump into the
pump tank. Be careful not the lower the pump by the cable or to pinch the cable
when lowering it into'the flow inducer. Reconnect the union an open the ball valve.
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3.0 'Monitoring and 'Disinfection
3.1 Operating Parameters
The type of treatment system specified does not require extensive daily hands on
operations. Any conditions ,like high water levels are indicated by an alarm in the Control
system and should be checked daily. Please refer to the Engineering Plans for a flow
schematic depicting the direction of effluent flow in the system.
i Daily and monthly effluent sampling should be conducted in accordance with the NCDENR
NPDES Permit issued for the site. NPDES Monitoring Reports are required to be submitted
I� to the NCDENR DWQ monthly.
l-�
3.2 Maintenance
UV Disinfection
The UV disinfection system should have the bulbs routinely cleaned and inspected in
i
accordance with the manufacturer's recommendations.' Six bulbs are provided in the system
and three bulbs are capable of treating the peak daily flow, so removing one bulb at a time
— for routine maintenance is acceptable and would not require shutting down the system.
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4.0 Residuals Management Plan
4.1 General
The Residuals Management is provided in part to comply with NPDES Permit Application
requirements set forth in North Carolina Administrative Code 15A NCAC 2H .0138.
j Waste sludge is not to be processed at Tinseltown RV Park. Wasted sludge is to be
transported for off -site disposal at a permitted POTW facility. Wasted sludge is to be
transported for off -site disposal at a permitted POTW facility. The designated facility is the
Waynesville wastewater treatment plant located on Walnut Trail in Waynesville.
Waynesville WWTF is an approved residual disposal/utilization site that provides sludge
stabilization in accordance with EPA requirements 40 CFR 503 and 40 CFR Part 257
Appendix II. An approved wastewater hauler will be secured to remove and haul sludge to
the Waynesville WWTF. A copy of the Wastewater Hauler's Permit is provided in
Attachment B.
- The sludge production is calculated to be 35 gallons (0.5% solids) per day at peak flow.
-- However, sludge digestion is anticipated to be more efficient than this and flow fluctuations
will likely result in less sludge production. Septic tanks and recirculation tanks should be
pumped at a minimum of annually
4.2 Operational Procedures
— Sludge Removal
' Sludge removal from the primary treatment units is to be conducted in accordance with the
Tank Manufacturer Pumping Instructions.
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5.0 Emergency Response
As no industrial waste is in the development's waste stream, no hazardous materials are
anticipated to be potentially'released. In the event of a tank failure and release of effluent
that has not been disinfected, the following should. be contacted.
j
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Neo Environmental Corporation [phone]
NCDENR Aquifer Protection [phone]
NCDENR Surface Water Protection [phone]
Minor spills should be contained with an emergency response kit that includes sorbent
booms and mats. Contact with effluent not disinfected should be avoided. A floor drain
cover shall be maintained in the Final Treatment facility to contain any unmitigated release.
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6.0 Attachments
A. EZ-Treat Manufacturer's Installation Recommendations
B. EZ-Treat Manufacturer's Operation & Maintenance Recommendations
C. Wastewater Hauler's Discharge Permit

ATTACHMENT A
EZ-Treat Manufacturer's Installation Recommendations

i
Installation Manual
Installation of the E-Z Treat System is very simple and, on a single home system, can
be completed in a single day by, a trained and prepared professional contractor. The
components provided by, E-Z Set Company are as complete as possible, resulting in
I less field assembly.
Please review all components and, make sure the parts match up with the assembly list.
If any parts are missing, please contact E-Z Set Company at
1-703-408-2916 or your local distributor.
E-Z Set Company requires the following Installation. Requirements:
• A pre -construction conference shall take place, attended by the system designer,
the E-Z Treat Certified Installer, the Local Health Department, and the owner or
owner's representative.
• The E-Z Treat System shall be located on the site in compliance with the
k applicable horizontal setbacks and shall be located to prevent surface/subsurface
water infiltration.
The E-Z Treat System shall be installed as per E-Z Set Company instructions,
using components approved and/or furnished by E-Z Set Company.
• All Certified E-Z Treat installation contractors shall - be currently listed with E-Z
Set Company as receiving required continuing education, and shall be certified to
�j proceed with any portion of an installation when local regulations require.
• All tanks required for the ,,E-Z Treat installation shall be supplied and tested by
approved tank manufacturers. All tanks shall be tested for water tightness by
ASTM 1227 standards. All tanks shall have access over each compartment or
component brought to 2-6 inches above grade (depending on site conditions)
;- using E-Z Set Company riser and lid assemblies.
• Upon installation, the system shall be tested for piping integrity. Electrical
components shall be installed and tested as per local codes.
• Site preparation and construction of the ground absorption system shall be done
a to local and State codes. Installation contractor shall document the location of
the drainage area and type of dispersal system on the owner's Information
�- package as well as the repair area, if applicable.
1 • Prior to the final inspection and start up of the system, the Installer shall check
tank structures, effluent filters, float assemblies, panel and alarm service and all
other components. Punch lists shall be signed and a copy forwarded to E-Z Set
_ Company.

Installation Overview
The E-Z Treat System shall :be used with properly sized and constructed septic tanks
and recirculation tanks. Household sewage shall enter the primary two -compartment
septic tank, (check with E-Z Set for tank requirements). Tank hole excavation shall
allow for required fall from the plumbing of the house.. The bottom of the excavated hole
shall be free of sharp rocks and level. A minimum of 4-6 inches of small stone shall be
placed in the bottom of the hole to prevent settling. Tanks shall be set in place and
leveled. Piping into the inlet -and outlet shall be thru a Press -Seal Cast -A -Seal. Septic
tank outlet shall be fitted with an approved effluent filter, (check with E-Z Set Company
for a list of approved filters.)
v ` From the septic tank, the effluent goes to a two -compartment recirculation tank. The
recirculation tank shall be properly sized and constructed to specifications" obtained from
E-Z Set Company. The recirculation tank shall be placed in an excavated hole that has
= been prepared in the same manner as the excavation for the septic tank. Piping from
the septic tank and recirculation tank shall be under gravity flow, using approved 4 inch
Sch 40 pipe. Piping within the Recirculation Tank shall follow approved E-Z Set
Company Guidelines (see system Overview).
From. the recirculation tank,; piping is installed to the location of the E-Z Treat Media
Filter. The E-Z Treat Media Filter is placed in an excavated hole with a minimum 4-inch

bed of small gravel. A slight (<5%) fall back to the recirculation tank will enable
complete drainage from the media filter.
The excavated hole should allow the body of the Media Filter to extend a maximum of 2
inches above grade. This will allow for proper airflow uptake into the Media Filter.
(Check with manufacturer forl recommendations in severe freezing climates.) Continue
+ piping following System Overview Guidelines.
n E-Z Treat Media Filter. Note Bed of Gravel and proper handling harness.
1--� Avoid chains or cables that could damage fiberglass body.
Septic tank access openings'shall be a minimum of 24 inch diameter and shall have E-Z
Set 24 inch diameter risers- cast into the top of thetank around the openings. An
approved secondary security device shall be installed on the opening. The inlet
opening of the Recirculation Tank shall have a 24-inch E-Z Set Riser Assembly cast into
the top of the tank. The 2"d Chamber Opening, housing the Recirculation Cylinder, shall
have a 30-inch E-Z Set Riser Assembly cast into the top of the tank. Riser assemblies
shall extend 6 inches above finished grade. Backfill around the Septic Tank,
Recirculation Tank and Media Filter should be done with proper care and only after tank
and pipe penetrations are tested.
Slope away from all tanks, riser assemblies and media filter to prevent surface water
accumulation/infiltration. Divert all roof drains/gutters away from system.
f'

I I
Once the E-Z Treat System is installed, a- post -construction conference is
recommended. This is a final: opportunity to familiarize the owner with the system. This
onsite pretreatment system requires a Certified Operator. This may be the owner but E-
Z Set Company recommends a qualified professional be contracted for this duty. No
attempt should be made to adjust any component of this system- except by the
4- Operator.,
E-Z TREAT
Owner's Guidelines
Operation
The E-Z Treat System allowsthe owner to receive an economical wastewater system in
environmentally sensitive conditions. As with any system, the owner should be familiar
with basic guidelines to achieve repetitive, reliable performance.
E Guidelines For Use
To allow for proper performance of the pretreatment system, you should avoid disposing
of the following products into the septic tank:
• Oil & Grease (kitchen waste)
Water Softener backwash
• Wax & resins
• Petroleum Products
C • Paint '& Paint Solvents:
- Pesticides
�-, Condoms &sanitary napkins
Toxic substances (Liquid Plumber, Drano, etc.)
• Non -Biodegradable products (cigarette butts, antibacterial wipes, etc.)
• Any kind of septic tank additive (Rid-X, etc.)
_ Remember, As The Owner.....
• Keep heavy loads and:trafPic.off of your onsite system components and drainfield
• Never drive cars or trucks within 10 feet of any system access lids
Landscaping or future building projects should be planned with the drainfield and
repair area in mind.
• Do not shovel or blow snow on top of the onsite wastewater system. The
overload could damage the, operation of the drainfield.
s
�_i

Make sure drainage from the house or around the property is carried away from
the onsite system.
Septic gasses can be toxic, causing serious injury or death, so - DO NOT OPEN
OR ENTER THE SYSTEM FOR ANY REASON!
` Residential Applications
1-Year Limited Warranty
1. Preamble
2
3.
4.
i�
E-Z Set Company (herein referred to as "E-Z Set") is known for
researching, designing, and producing innovative products of high quality
for the onsite wastewater industry. We are proud to stand behind our E-Z
Treat System with an innovative warranty.
For the purpose of this warranty, "Service Provider" means the legal
Certified Operator of the system. This Service Provider shall be currently
listed on State and Local records as meeting any applicable requirements.
required by law, and/or Rule. The Certified Operator shall also be currently
listed by E-Z Set Company as a certified E-Z Treat System operator.
Also, for purposes of this document, "Installer" means the person or
company that has installed the system, and "Owner" means the person
that has purchased the system.
Nature of Warranty
E-Z Set warrants to, the Owner all components of the system against
manufacturing defects for a period of (1) year from the date of purchase.
This warranty is in addition to the legal warranties and Owner's rights in
accordance to applicable law.
The conventional warranty of E-Z Set is expressly limited to the text in this
certificate. Owner is responsible for reasonable care and communication
with the Certified Operator.
Obtaining Warranty Service
To make a claim on this warranty, the Owner should put the ,'request in
writing and mail or deliver to an authorized E-Z Set Certified Operator.
The claim will be processed and sent to E-Z Set headquarters. You may
contact E-Z Set directly.
Any claim must be received . no later .than one year from the date of
purchase of the E-Z Treat System.
On receipt of this claim, E-Z Set or their authorized representative will
examine the .situation at the site and take corrective action where the
terms of the warranty apply.
Exclusions and Limitations
E-Z Set is not liable for the dispersal portion of the onsite wastewater
system.. This portion of the system is evaluated, designed and

constructed in accordance with local regulations and is wholly separate
from the performance of the E-Z Treat System.
The following conditions are also excluded from the E-Z Set warranty:
• This warranty does no cover cosmetic damage or damage due to
acts of nature, misuse, abuse, modification, incorrect design or
! incorrect installation.
' • The warranty is void if any modifications or repairs are made to the
r system by anyone other than an E-Z Sept approved agent.
Failure of the Owner to comply with the requirements set forth in
the Owner's Manual,
• The warranty is void if any system components are repaired or
j 1 replaced by parts not supplied or approved by E-Z Set.
• This warranty is not applicable to systems not receiving domestic,
r-' residential sewage.
The warranty is void if it is found that the Owner has failed to notify
E-Z Set of any change in the use of the property from its original
design.
This warranty expressly excludes any and all labor and/or shipping
costs for replacement and/or repair.
5. Indemnities and Damages
? E-Z Set's liability and obligations under this warranty for corrective
measures or means of correction shall be limited to the replacement of the
{ E-Z Treat System Media Filter.
6. Limitations of Damages
E-Z Set is not liable for any damages sustained by the Owner. E-Z Set's
compensation and indemnification obligations are limited to the provisions
'- of this warranty'
7. Transfer of Ownership
! In the event of transfer of ownership within the first year of use, this
warranty shall transfer to the new Owner for the remainder of the warranty
period under the following conditions:
a. The New Owner completes a change of ownership form available from E-
- Z Set and has a Certified Operator under contract.
b. An Inspection of the E-Z Treat System shall be conducted prior to
transfer. Upon a satisfactory inspection, the Owner shall obtain a written
report from the Certified Operator
8. Inspection
The Owner shall allow the Certified Operator access to the property and
system components, for purposes of necessary monitoring and service.
If the Owner submits a request of claim under this warranty and it is found
to be in error after inspection, a minimum charge of $150 (One hundred
fifty dollars) plus direct expenses will be billed to the customer to cover the
cost of the inspection.
9. Priorities of the Warranty

This warranty supersedes any contract or understanding, verbal or written,
entered into between the Owner, Certified Operator, Installer, or
Representative of E-Z Set.

ATTACHMENT B
EZ-Treat Manufacturer's Operation & Maintenance
Recommendations

I
Operation and Maintenance E-Z Treat
703-408-2916
R Routine Cleaning and Maintenance Procedures
i
E-Z Set requires regular inspection and maintenance of the E-Z Treat System, as a condition of
I purchase and ongoing operation compliance. The mandatory service contract will include a
performance based system inspection. Semi-annual inspections the first year of operation and a
i—' minimum of annual inspections thereafter for domestic systems are highly recommended.
1
The following is a list of the routine maintenance and cleaning procedures that are required by E-
E Z Set Company. Failure to perform the required system maintenance could reduce the desired
performance of the system and will void the warranty on the E-Z Treat System.
i All inspection and maintenance reports must be forwarded, along with any additional
documentation and test results, to E-Z Set Company, the local authorized E-Z Treat Dealer and
all required and/or designated regulatory agencies.
_ Septic Tank
The chambers of the septic tank shall be inspected annually to ensure they are operating
properly. Remove the access covers over the tank openings to perform the inspection.
i
1. Verify that the lid and riser assemblies are watertight. Check for any damaged, water
fl� weeping marks, holes or cracks. The system must remain watertight to perform
properly.
2. Remove, clean and replace the outlet effluent filter in accordance with the
E instructions provided with the effluent filter.
3. Inspect the liquid level in the septic tank; it should be level with the bottom of the
outlet pipe.
4 4. Inspect the effluent ;and scum layers in the septic tank. Look for oil or any other
contaminants that are not normal.
5. Verify the tank has received its scheduled pumping and cleaning. Check the solids
level in the tank compartments; if the solids layer is excessive have the tank pumped.
Re -Circulation Tank
The chambers of the tank shall be inspected annually to ensure they are operating properly.
- Remove the access covers over the tank openings to perform the inspection.
i
`-" Verify that the lid and riser assemblies .are watertight. Check for any damaged, water weeping
marks, holes or cracks. The system must remain watertight to perform properly.

Operation and Maintenance E-Z Treat
703-408-2916
- 1. Clean the Spin Filter, following the instructions as provided by the filter
manufacturer.
2. Verify that the floats are in good condition, properly secured to the float bracket and
are able to move freely within the re -circulation tank.
3. Verify the floats are'operational by manually lifting them to simulate the systems
normal operation.
4. Observe the system as it re=circulates. Visually verify flows thru the system.
5. Properly re -install and secure all tank accesses!
E-Z Treat Vessel
The E-Z Treat Vessel should be inspected to ensure it is operating properly. Remove the vessel
cover to perform this inspection.
1. Check for odor: the system may have an earthy or musty smell but there should be no
strong or offensive odors present.
2. Observe the spray distribution nozzles during operation. If a nozzle appears to be
clogged or if the spray pattern is not uniform, remove and clean the nozzle.
3. Record the pressure reading on the distribution manifold gauge. Compare that
pressure to the pressure recorded at the previous inspection. If the pressure is too
high, open the ball valves at the end of the lines and blow out the distribution lines. If
the pressure is too low perform a flow test on the re -circulation pump.
4. -Verify the liquid level in the treatment vessel by looking down the ventilation
troughs, the liquid level should be 2 to 3 inches below the treatment mattress.
5. Visually inspect the treatment mattress for holes, tears, loose seams and areas of
ponding on the mattress surface.
6. Note the appearance of the aggregate in the proper paperwork and compare the
current appearance to that described in earlier service reports.

i
Control Panel/Pumps/Alarms
1. Check pump operation. Place the system in the manual mode and check the operation
'- -1 of the pump(s). Theri switch the system back into automatic mode and check the
operation with the floats.
2. Check the voltage and motor amp draw and record the readings. If the readings are
" _J beyond the limits of the NEC or manufacturers recommendations have an electrician
check the service line; and the pumps.
3. Verify all timer and float settings to insure they are the same as set at system start-up.
If the settings have changed, check the system records to identify the time of the
�- change. If no change is noted in the records, notify E-Z Set for instructions.
4. Confirm the operation of all visual and audible alarms on the system. Make sure the
alarms perform in accordance with the original settings. Once the alarms have been
`-, triggered, verify the operation of any telemetry unit (if present) by checking the alarm
jnotations on the website or lights on unit.
Replacement and Disposal of Media Mattress,
In the event it becomes necessary to replace the Filter Media Mattresses it is a very fast and
r- simple process. Removing the media mattresses will be performed by service agents that are
trained and certified by E-Z Set.
Step One: Turn off power to recirculation pump, discharge pump and/or controls.
Step Two: Pump the septic tank and re -circulation tank to assure continued service by
i— owner during the replacement, if necessary.
Step Three: Remove the. spray distribution manifold.
Step Four: Lift the mattresses out of the filter vessel.
Step Five: Clean existing mattresses or insert new ones. '(For cleaning recommendations
please contact E-Z Set.)
17
�_J

4' WATER TIGHT
4" WATER TIGHT
Re -Circulation Tank
30" RISER
24" RISER ___-24" RISER
i F —A _;
WATER TIGHT BOOT
WATER TIGHT BOOT
WATER TIGHT BOOT
SECTION B—B
SCALE 1 : 30
1
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Septic Tank
24" RISER
4"WATER TIGHT
WATER TIGHT BOOT
SECTION A -A
SCALE 1 :30
A
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SCALE: 1-.43V%,sGHT: SHEET OF I
.

E-Z Treat Float Ball By -Pass Valve
1n
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SIZE DVJG. NO, REV
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SCALE:1:8 WEIGHT: SHEET, 1 OF 1
f—1

ATTACHMENT C
Wastewater Hauler's Discharge Permit

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NCDENR
- -MAkI in of W.-,
-",rak, T'o&, for A Clew"
2009
Permit and Registration
Environmental Inc.
is here by issued a Septage Fi.= permit,
Permit Number NCS-01022
And by virtue of completing the annual tr=i g
requirements is herebj registered as a
Septage Management Firm
III the State of North Carolina.
This permit to operate a Septage Management Firm is issued to the above named person, business or a
entity. Finn operation shall be in accordance with the provisions of N_C. General Statute 130t1-291.1 -1 OA 29]_3, T,de 15A of nti alone and is not trans the N.C.Code 13B 0800
Administrative
er seq., conditions of the permit, and representations made in the application and acconlpa.nying documents for a permit
The pemiitholder is authorizM to discharge septage only at the locatioas(s) lasted below:
1• Tuchaseigee Water & Sevier Authority WWO
2. TO-n off-Bghlands WVVTp
3. Town of Waynesv7lle ,WrW7Tp
This permit does not entifie the petit holder to operate a Septage Land Application Site, a Septage Detention or Treatment Facility, or any other solid �;rite management
facility not specified herein.
m Failure to operate as peanitted may result in the Department suspending or revokiing this permit, initiating action to enjoin the unpermitted operation, imposing administrative
cv penalties, or iavolting any oilier remedy as provided in Chapter 130A, Amide 1, part 2 of the North Carolina General Statutes. This permit and registration expires on
in December 31, 2009.
m
m
N Date '7 f S" a /
ccy Signed i t U
m

Permit Number WQCSD0451
Central Files: APS SWP
09/01/09
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type
Version
Permit Classification
Deemed permitted collection system management and operation
1.00
Individual
Primary Reviewer
Permit Contact
Affiliation
wanda.frazier
Coastal SW Rule
Permitted Flow
Facili
Facility Name
Major/Minor
Region
Tinseltown RV Park
Minor
Asheville
Location Address
County
Jackson
Facility Contact Affiliation
Wayne Smith
President
51 Bridge St #B
Sylva
NC 28779
Owner
Owner Name
Owner Type
Individual
Wayne Smith
Owner Affiliation
Wayne Smith
President
51 Bridge St #B
Sylva
NC 28779
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue
Effective Expiration
06/16/09 06/16/09
06/16/09
06/16/09
Reaulated Activities
Trailer park
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

■ items 1, 2, and 3
I A. Si natu e P", -`
- _
'
_I
El Agent
lorth-Carolina Department of Environmental Quality
Addressee
iivision of Water Resources
eceived by (Printed ame)
C. Dat -et\Deliven
Vater Quality Regioi9al=0perations Section
_11
�/
090 U.S. Highway 70
;wannanoa, North Carolina 28778
'" ,
delivery addres � nt from, i em 17 Y%
YES, enter d dress b ❑
'-Vayne Smith
�1 Bridge Street
>ylva, NC_ 28779
�.
_
III
II
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I I I I
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❑ Adult Sig registered MaiIT"'
II'
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❑ Adult Signature cted Delivery �V' UReqlstered Mail Restrict
m
959Q 940$ 0672 5196 9594 51
Certified Mai:® Delivery
rt f ed Mail Restricted every /lhietum Recelpt for
❑ Collect on Delivery (/ Merchandise
?._Article Number (Transfer from service.labeO
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❑ Collect on Delivery Restricature ConfirmationT
led De ery, ❑ ❑ Si nature Confirm n
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6 4 2 i ail Restricted Delivery Restricted Deli
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UNITED STATES;�'PSfs,fF,
First -Class Mail
Postage & Fees Paid
USPS
�z'"I. +
Permit No. G-10
print your name, address, and ZIP+4® in this box•
j�
JANET CANTWELL
NCOE-S-4IG )IA 70
SWAN US. NI ONitlAY 7N
SWANNANOA Nt 2N778
USPS TRACKING#
i
1 i I 1 �'1'1'lll''11"i'll'1'1'Ili11f111
9590 9403 0672 5196 9594 51

• lete items 1, 2, and & Also complete 'A. SWature
i if Restricted Delivery is desired. 13 Agent
• Print your name and address on the reverse 10 Addresse(
C. Dfte of Pe
so that we can return the card to you.--.Iedei by (PrintejNdr�e) liver)
Environmental Quality (0
lorth Cirolina Department delivery addfes5diff '4\0 As
)ivisicwa�ter-R6sources . #6nt from item 1 ?
YES, ejnt�r. cl�l" address below:
Vate _ 4a I y%&glional operations Section El No
�090-T-S-. Highway 70
North h Carolina.-28778 -
Nayne Smith. 'a'
51 Bridge Street %rvic
1 e Typ
ified
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rG ptS�Maill Exprese'
Return Receipt for Merchandis(
'Collect on Delivery
(Extra Fee) E3 Yes
PLI 17

1.
UNITED STATES.,Ees,.-M.%,PFI.Z.y.Lc�t-E"
• Sender: ease print your name, address, and
TIMOTH'm
NCDEO-OW r�WIQRO
2090 U.S. HIGKWA 7
SWANNANOA NC 28770
First -Class Mail
Postage & Fees
5 USPS
Permit No. G-1 of
in this box*