NCG551275_Regional Office Physical File Scan Up To 6/10/2020

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R.van der Vaart
Governor Secretary
July 17,2015
Donna Stout -
2 West Main St.
Brevard,NC 28712
SUBJECT: Compliance Evaluation Inspection
Cedar Mountain Business Park
Permit No:NCG551275
Transylvania County
Dear Ms..Stout:
Enclosed please find a copy of the Compliance Evaluation Inspection conducted on 6/26/2015. This inspection
was conducted to verify that the new facility selling snacks and beverages in single use disposable containers
would not overload the system which is limited to 1000 gallons a day. The site was found to be in good order. It
is recommended that the right of way to the outfall pipe be kept clear of vegetation for easy inspection. A
description of the proposed activities for the business park can.be found in the inspection summary.No
violations of permit requirements or applicable regulations were observed during this inspection.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff
have any questions,please contact me at 828-296-4500 [e-mail].
Sincerely,
Jeff Menzel
Environmental Specialist
Enc.
cc: MSC 1617-CentralFiles-Basement -
Asheville Files
I
Water Quality Regional Operations—Asheville Regional Office _
2090 U.S.Highway7Q SWannanos,NoM Carolina 28778
Phone:[phone] FAX [phone]
Internal:htlp://portal ncdenr.oighvebAvq
An Equal OppDminityI Affirmative Action Employer
G:IWRIWQITransylvanialWastmate GenemhNCG55 SMSFR's NCG5510edar MN Sri 2015 doe

united States Envlmnmemal Pmteoson Agency Form Appmvetl.
EPA Washington D.C.20490 OMB Na.2040-0057
Water Compliance Inspection Report Approval expires8-31-98
Section A:National Data System Coding(i.e.,PCS)
Transaction Code NPDES yNmolEay Inspection Type Inspector Fac Typa
1 IN I 2 16 1 3 I N00561275 I)) 12 15/cooe 17 181n 191 S I 20L
21111111 111111111111 111111111111 111111111111 18
inspection Work Days Facility Self-Monitoring Evaluation Rating B1 CA ------Reservetl---
67I ' 701, I 71 I I 72 I ., 731 I 174 751 1 1 1 1 1 I 180�I LJ Section B:Facility Data LJ I I I
Name and Location of Facility Intimated(For Industrial Users discharging to POTW,also include Entry marionette Permit Effective Data
POTW namearod NPDES permit Nambeb 01:00PM 15/06/28 13/08/01
Cedar Mountain Business Park
US Hwy V611559 Greenville Hvry Exit Time/Date Permit Expiration Data
Cedar Mountain NC 28718 01:45PM 15100129 18/07131
Name(s)of Omaha Repmsenddive(.)ITltles(a)IPhone and Fax Number(.) Other reality,Data
111
Name,Address of Responsible OfficialffItaPhone and Fax Number
Donna Stom,2 W Maln St Brd.rd NC 2871 2//82 0-8 7 7-3 5 3 01 Contacted
Yes
Section C:Areas Evaluated During Inspection(Check only those areas evaluated)
Permit Facility Site Review EHIuenVReceiving Waters
Section D:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
N..(.)aad signature(.)of Inspector(.) A,;.mW/offi.PPmm.end Fat Number. Date
Jeff Mengel ARO W//828-2864500/
Sig Management O A Reviewer Agency/OBicaMhone and Fax Numbers Data
7. v Z ✓t�
EPA Farm 3560-3(Rev 9-94)Previous scheme are obsolete.
Page# i

NPOES yrlmoldey Inspecron Type . (Cont) 1
31 NGG551275 I11 12 i5loella 17 19 L
Section D:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
This inspection was conducted to verify that the new Canteen selling snacks and beverages in single
use disposable containers would not overload the system which is limited to 1000 gallons a day.The
site was found to be in good order. It is recommended that the right of way to the outfall pipe be kept
clear of vegetation for easy inspection.A description of the proposed activities for the business park
can be found below. No violations of permit requirements or applicable regulations were observed
during this inspection.
This discharging system is limited to 1000 gallons a day of waste water.This number is to include the - I�
activities of all 3 buildings on the site. I have calculated the proposed flow for this facility to be 975
gallons per day.The narrative below provides a description of how I derived my calculation.
The following is the proposed design flow for surface discharge on-site wastewater system at Cedar �i
Mountain Business Park located in Transylvania County.These flows are calculated per 15A NCAC
02T .0114.The calculated cumulative design of 975 gpd is based on the description of proposed flow
to this system.An adjusted daily sewage flow design rate shall be granted for permitted but not yet
tributary connections and future connections tributary to the system upon showing that a sewage
system is adequate to meet actual daily wastewater flows from a facility included in Paragraph(b)or
(c).of this Rule without causing flow violations at the receiving wastewater treatment plant or capacity
related sanitary sewer overflows within the collection system as follows:
(1) Documented, representative data from that facility or a comparable facility shall be submitted by an
authorized signing official in accordance with Rule.0106 of this Section to the Division as follows for all
flow reduction request:
(A) Dates of flow meter calibrations during the time frame evaluated and indication if any adjustments
were necessary.
(B)A breakdown of the type of connections(e.g.two bedroom units,three bedroom units)and number
of customers for each month of submitted data as applicable. Identification of any non-residential
connections including subdivision clubhouses/pools, restaurants, schools,churches and businesses.
For each non-residential connection, information as identified in Paragraph (c)of this Rule(e.g.200
seat church,40 seat restaurant,35 person pool bathhouse).
(C)Owner of the collection system.
(D)Age of the collection system.
(E)Analysis of inflow and infiltration within the collection system or receiving treatment plant,as
applicable.
(F)Where a dedicated wastewater treatment plant serves the specific area and is representative of the
residential wastewater usage, at least the 12 most recent consecutive monthly average wastewater
flow readings and the daily total wastewater flow readings for the highest average wastewater flow
month per customers as reported to the Division.
(G)Where daily data from a wastewater treatment plant cannot be utilized or is not representative of
the project area: at least 12 months worth of monthly average wastewater flows from the receiving
treatment plant shall be evaluated to determine the peak sewage month. Daily wastewater flows shall
then be taken from a flow meter installed at the most downstream point of the collection area for the
peak month selected that is representative of the project area. Justification for the selected placement
of the flow meter shall also be provided.
(H)An estimated minimum design daily sewage flow rate shall be taken by calculating the numerical
average of the top three daily readings for the highest average flow month.The calculations shall also
account for seasonal variations, excessive inflow and infiltration, age and suspected meter
reading/recording errors.
- (2)The Division shall evaluate all data submitted but shall alsoconsider otherfactors in granting with
Page# 2

Permit NCG551275 O.vner-Fadlay: Gpc Mountainitocnesa PeM
Inspection onto: 06M/2015 Inspection Type: Compliance Eveluatlon
or without adjustment, or denying a flow reduction request including: applicable weather conditions
during the data period (i.e. rainy or drought),other historical monitoring data for the particular facility or
other similar facilities available to the Division,the general accuracy of monitoring reports and flow
meter readings, and facility usage(i.e., resort area).
(3) Flow increases shall be required if the calculations in Subparagraph(f)(1)of this Rule yield design
flows higher than that specified in Paragraphs(b)or(c)of this Rule.
(4)The applicant/owner shall retain the letter of any approved adjusted daily design flow rate for the life
of the facility and shall transfer such letter to any new system owner.
Metal Building#1
This former Real Estate office is now occupied as storage and studio space for an individual artist,
and by a photographer who utilizes digital printers and has a large mat cutting and framing area. Both
artists are individuals. Neither one has any employees. They share a bathroom with 1 toilet and 1 sink.
The former retail space is used as a Canteen selling snacks and beverages in single use disposable
containers. This section of the building has two restrooms with 1 toilet and 1 sink in each.
4 employees x 25 gpd/employee= 100 gallons
40 seats x 20 gal/seal bars,single service articles= 800
Metal Building#2 (Contractors Warehouse)
This former Hardware Store is now used by a contractor as his warehouse. The entire space is used
as tool storage/tool room and boat/trailer storage. No Employees. Single bathroom only with 1 toilet
and 1 sink.
1 employees x 25 gpd/employee=25 gallons
Metal Building#2 (Carpenters Wood shop)
This former small retail space is a single hobbyist woodworker/carpenters storage and wood inventory
with small workspace. No Employees. This unit has no bathroom or plumbing.
1 employees x 25 gpd/employee=25 gallons
Metal Building#3(Storage Warehouse)
No permanent business. Only warehouse storage for a regional traveling contractor who uses this for
storage of his personal equipment and trucks. No Employees. Single bathroom only with 1 toilet and 1
sink.
1 employees x 25 gpd/employee=25 gallons
Page# 3

Permit: N00551275 D nern Faclnry: Cedar Mountain Buainesa Perk
Inspeollon Date: 062612015 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 ❑ ❑ 0 ❑
application?
Is the facility as described in the permit? 0 ❑ ❑ ❑
#Are there any special conditions for the permit? ❑ ❑ 0 ❑
Is access to the plant site restricted to the general public? 0 ❑ ❑ ❑
Is the inspector granted access to all areas for inspection? 0 ❑ ❑ ❑
Comment
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained? 0 ❑ ❑ ❑
Are the receiving water free of foam other than trace amounts and other debris? 0 ❑ ❑ ❑
If effluent (diffuser pipes are required) are they operating properly? ❑ ❑ 0 ❑
Comment: It is recommended that the right of way to the outfall pipe be keep clear of vegetation for
easy inspection.
Page# 4
I

A & D Maintenance , Inc.
P.O. Box 1407 Pisgah Forest, NC 28768 828-884-9772 Fax [phone]
September 27, 2012
Re: NOV-2012-PC-0310
Cedar Mountain Business Park
Dear Kevin Barnett,
Donna Stout, Owner, has contracted A & D to make repairs to the de-chlorination
chamber at Cedar Mtn.
We will lower the ground around the chamber and create a drainage trench to carry
the surface water away.
While on site we will clear the over growth at the outfall. We intend this work to be
completed by mid October.
Please contact my office if you have any questions or comments.
Thank you,
Aubrey Deaver
J�LUL E
SCP 2 3 2012 J
Cc: Donna Stout
WA, 41 L I Cil]N
A .VII f

Michael P.Easleg Governor
rq y Witham G.Ross Jr,Secretary
f North Carolina Department of Environment and Natural Resources
_ H
Alan W.Klimek,P.E.Director
Division of Water Quality
July 20, 2005
Cary Newman
Transylvania Co. Building Inspections Dept.
28 East Main St.
Brevard, North Carolina 28712
Subject: Approval of Wastewater Treatment
Facility
Cedar Mountain Business Park
Permit# NCG551275
Transylvania County
Dear Mr. Newman:
The Division of Water Quality inspected this facility upon completion of its construction.
Mark Brooks, the engineer for the project, was present at the time. Water was run through the
system and all components were found to be operating correctly. The Division of Water Quality,
therefore, gives final approval for this facility.
If you should have any questions, please contact me at 828-296-4500.
Sincerely,
Kerry S. Becker
Environmental Technician
N hCaroIina
�VllkllY!1
North Carolina Division of Water Quality 2090 U.S.Highway 70 Swnnamoa,NC28778 Phone[phone] Customer Service
neural: 1,2o.enrsteu.nc.us FAX [phone] 1-977-623-6748
An Equal OppodunitylAfOrmative Action Employer—50%Recycledll0%Post Consumer Paper

Michael F.Easley,Governor
State of North Carolina
�= py William G.Ross,Jr.,Secretary
i ff Department of Environment and Natural Resources
ti
Q Y Alan W.Klimek,P.E.,Director
fu
Dil ofWater Quality
January 28,2005 F
(r5 2 1\fl f� DDonna Stout EO _ ZO05LS2 West Main Street Brevard,North Carolina 28712
ER OIJALITY SECTION
ItLE_REGIONAL OFFICE
Subject:General Permit No.NCG550000
Certificate of Coverage NCG551275
Donna Stout Property
Transylvania County
Dear Ms.Stout:
General Permit Coverage. In accordance with your application for discharge, the Division is forwarding
herewith the subject Certificate of Coverage to discharge under the subject state-NPDES general permit.
This permit is issued pursuant to the requirements of North Carolina General Statue 143-215 .1 and the
Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated
May 9,1994(or as subsequently amended).
The following information is included with your permit package:
• A copy of the Certificate of Coverage for your treatment facility
• A copy of General Wastewater Discharge Permit NCG550000
• A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
• Engineer's Certification to be completed and returned.
If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application.Unless such demand is made,the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the Division of
Water Quality. The Division of Water Quality may require modification or revocation and reissuance of
the certificate of coverage. This permit does not affect the legal requirements to obtain other permits
which may be required by the Division of Water Quality or permits required by the Division of Land
Resources,Coastal Area Management Act or any other Federal or Local governmental permit that may be
required.
Authorization to Construct Permit. In accordance with your application for discharge, the Division is
also authorizing the construction of a 990 GPD wastewater treatment system consisting of a 1000-gallon
septic tank,pump tank,sewer cleanout,recirculating pump tank with Orenco Pump,recirculating 8'x 26'
sand filter bed,4"PVC gravity discharge line,chlorine contact chamber with tablet feeder,dechlorination
contact chamber, and cascade aeration steps with a discharge of treated wastewater into Little River,
classified C-Trout waters in the French Broad River Basin. All elbow piping must be of the long
sweeping type. All cleanouts are to be housed in meter boxes below the surface. This system must be at
least 10 feet from the dwelling and property lines and at least 100 feet from water supply wells on and off
the site. The system must also be constructed and located above a 100-year flood.
This Authorization to Construct permit is issued in accordance with Part 111, Paragraph 2 of NPDES
Permit No. NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are
North Carolina Dlvislon of Water Quality [phone]
1617 Mail Service Center FAX[phone]
Raleigh,North Carolina 27699-1617 On the Internet at hBp://h2o.encstate.nous/

constructed in accordance with the conditions and limitations specified in Permit No.NCG550000. In the
event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement wastewater treatment or disposal facilities. Failure
to abide by the requirements contained in this Authorization to Construct may subject the Permittee to an
enforcement action by the Division of Water Quality in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The Asheville Regional Office, telephone number 828 296-4500, shall be notified at least forty-eight (48)
hours in advance of operation of the installed facilities so that an in-place inspection can be made. Such
notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until
5:00 p.m.on Monday through Friday,excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, an Engineer's
Certification must be received certifying that the permitted facility has been installed in accordance with
the NPDES Permit, the Certificate of Coverage, this Authorization to Construct and the approved plans
and specifications. A leakage test shall be performed on the septic tank and dosing tank to insure that
any exfiltration occurs at a rate that does not exceed twenty (20) gallons per twenty-four (24) hour per
1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of compliance with this
condition. Mail the completed Engineer's Certification to the NPDES Unit, 1617 Mail Service Center,
Raleigh,NC 27699-1617.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of
the facility.
NPDES Permit Contact. If you have any questions concerning the requirements of this permit, please
contact Toya Fields at telephone number 919/733-5083,extension 551.
Sincerely,
ORIGINAL SIGNED BY
Tom Belnick
Alan W.Klimek,P.E.
cc: Central Files
NPDES General Permit Files
Asheville Regional Office,Water Quality ;
Transylvania County Health Department
2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
CERTIFICATE OF COVERAGE NCG551275
GENERAL PERMIT NO. NCG550000
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER
DISCHARGES WITH SIMILAR CHARACTERISTICS 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,
Donna Stout
is hereby authorized to construct and operate a 990 GPD wastewater treatment facility consisting of a
1000-gallon septic tank,pump tank,sewer cleanout,recirculating pump tank,recirculating 8'x 26'sand
filter bed,4"PVC gravity discharge line,chlorine contact chamber with tablet feeder,dechlorination
contact chamber,and cascade aeration steps,and associated appurtenances,and with the discharge of
treated wastewater from a facility located at the
Donna Stout Property
11559 Greenville Hwy
Cedar Mountain, North Carolina
Transylvania County
to receiving waters designated as Little River in the French Broad River Basin in accordance with the
effluent limitations,monitoring requirements,and other conditions set forth in Parts I,II,III and IV of
General Permit NCG550000 as attached.
This certificate of coverage shall become effective January 31,2005.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 31,2005.
ORIGINAL SIGNED BY
Tom Belnick
Alan W. Klimek,P.E.,Director
Division of Water Quality
By Authority of the Environmental Management Commission
4

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October 1,2004
Stomwater and General Pemuts Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Re:Authorized Representative
To Whom It May Concern:
This letter serves as notification that Brooks&Medlock Engineering,PLLC has been designated
as my authorized representative regarding all issues involving permit approval under Geneml
Permit NCG550000.
Sin erel �
onna Stout

October 1, 2004
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Re: General Permit Coverage Justification Letter
To Whom It May Concern:
This letter is to accompany the Request for Coverage under General Discharge Permit NCG
550000 by Brooks and Medlock Engineering. This letter provides environmental and economic
justification for my general permit coverage request.
In April of 2004 an application for an Improvement Permit for Cedar Mountain Business Park
was denied by the Transylvania County Health Department (see attached letter dated April 13,
2004). In September of 2002 a soil scientist evaluated the property and concluded that the there
are no land-based options for wastewater disposal (see attached letter dated September 21, 2002).
I have hired Brooks and Medlock Engineering to evaluate my alternative wastewater options. As
the nearest public wastewater infrastructure is located miles from the site, they have concluded
the only option is a surface discharge system.
The aforementioned improvement plan denial and soil scientist report has left me with no other
sanitary sewer options other than to apply for coverage under the state general discharge permit.
I appreciate your consideration of my application. I can be reached at(828)877-3530 if you have
any questions or need additional information. Brooks and Medlock Engineering has been
assigned as my agent in this matter and can be reached at(828)232-4700.
Sincerely, /�/��
nna/3/to'/u/ty
Attachments: Denial Letter from Transylvania County
Soil Scientist Letter

Terry L.Pierce, M,P.H.
Heaah Director
!, Timothy J.Shea,M.D.
+
MBtlical Director
w
E
1801
Transylvania County Health DeparLmerl
April 13, 2004
Mr. Charles H. Peters,P.E.
Consulting Engineer
No. 5 Four Seasons Plaza
Broad Street
Brevard,NC 28712
Dear Mr. Peters:
Re: Your application for Improvement Permit for Cedar Mountain Business Pa Donna Stout,
owner)located on Hwy. 276 South: PIN: 9512-08-4704-000
On April 7,2004,I evaluated the above-referenced property. The site visit was me 'n response to
your improvement permit application to encompass the entire complex.The evalut cnwasdonein
accordance with the laws and rules governing wastewater systems in North Carolin eneml Statute
130A-333,related statutes,Title 1 SA,Subchapter 18A,of the North Carolina Adn tistrativeCode,
Rule .1900 and related rules.
Based on the criteria set forth in Title 15A, Subchapter IBA, of the North Carolin dministrative
Code, Rules .1940 through .1948, the evaluation indicated that the site is UNSI ITABLE for a
ground absorption sewage system. Therefore,your request for an improvement pej i it is DENIED.
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) (Rul '1 41)
X Unsuitable soil wetness condition (Rule .1942)
_ Unsuitable soil depth(Rule .1943)
Presence of restrictive horizon(Rule .1944)
X Insufficient space for septic system and repair area(Rule .1945)
X Unsuitable for meeting required setbacks(Rule .1950)
Other
For the reasons set out above, the property is currently classified UNSUIT LE, and an
improvement permit cannot be issued for this site. In accordance with rule.1948( ites classified
as UNSUITABLE may be re-classified as PROVISIONALLY SUITA if written
documentation is provided that meets the requirements of rule .1948(d). A cop f this rule is
enclosed. You may request an informal review by the N.C.Department of Environ ' t and Natural
Resources Regional Soil Specialist. A request for informal review must be made '! •iting to this
department.
ommunity Services Building • Brevard, North Carolina 28712 • Phone (B28) 884-3135 • FP,7 8 8) BB4-3140
r

FROM PETERS P E PHONE NO. 828 e62 4933 San. 1 004 10:44RM P3
SOUTHEAST SOIL SCIE a E , x
JOHN R. ALL N, President
Cerried Soil.5c 'rJ5'i4ce l931
r NORTH CAROLINA LICENSBO
. T � �',. 'ja` • ARCPACS and NSCSS CER.TIF=
ti81.4CSYSfaAl.YA60AT1ON8'}kA AOaYa4a' - WBV ,,,DU AT10N •u1aSOLiD9AYYUCA940N MANAO6MaM' ��-- -801�s, Ta11NYa'(:1::
I
September 211 2002
Ellen Yarborough ;r
p,O.Box 480
Cjdar Mountain;NC 29718
near Ms. Yarj orough,
I
Chu September 5,2002 John B.Allison of Southeast Soil Science,Inc, conducted a pr inary
s©jls investigation on 2,77 acres along Cascade Lake Road in Transylvania County, The
pu'rpoSC of the investigation was to determine general soil suitability for a septic cyst apable
ofitreating'L,0(JO gallons per day from a group of small businesses.
i
T c property is bounded on three sides by perennial streams. It has several large buil
al' ady on it, The land outside of the 50-foot setback from the creeks has fill dirt 10 t 3 inches
d p on top o€the original land surface.
A�an application rate of 0.5 gallons per square Mot of trench bottom per day,a 2,000 on
s ' tic system that is eligible for a 25 percent reduction in size would require 2,000 ho r feet of
tr, ch, This i8 an area 200 feet by 90 feet or 0.4 acres, Those figures include the rep Des,
2.77 acres investigated are unsuitable for any septic system for the following yeas
• 0.4 acres are not available
The fill dirt on the property does not meet the specifications for fill dirt suitabi for
Septic Systems.
• The neltuml soil under the till dirt has a'HINT at or near the surface
Tf e 2.77 acres;jnvesstigamd are unsuitable for a surface drip or spray System for the fol jug
reasons:
• The required 100-foot setback from Streams would render unavailable almost ail
not taken up by buildings, eland
. • 'The required 12 inches of separation between the point of application(soil surf and
the SHINT can not be achieved.
T� 533 CaASTM MOVNr'AIN ROAD •CANTON NC e 6•a2$-�4%'r I.'.

- FROM ` PETERS P E PHONE N0. 829 862 4933 JanIdd
2 04 10:45fiM P4
2
The conclusion, therefore,is that there are no land-based options for wastew . posal ontho
2.77 acres. Your only option is a surface water discharge. These systems erted by the
Division of Water Quality. The Asheville office phone number is 828.251.620 `
Thank you for this opportunity to provide you with soils data and interpretation. I ase call me
if you have questions about this report.
Sincerely,
!/ John B. Allison
consulting Soil Scientist
�Solt s�
' �h •M
i
I
ill

You also have a right to a formal appeal of this decision. To pursue a formal app]5,"""
ou must file a
petition for a contested case hewing,with the Office of Administrative Hearings, I Mail Center,
Raleigh, NC 27699-6714. To get a copy of a petition form, you may w he Office of
Administrative Hearings or call the office at [phone] or from the web site at
www.oah.statemausfform.htm.. The petition for a contested case hearingt be filed in
accordance with the provision of North Carolina General Statutes 130A-24 an5 B-23 and all
other applicable provisions of Chapter 150B. N.C. General Statue 130A-335(g)p vides that your
hearing would be held in the county where your property is located.
Please note:If you wish to pursue a formal appeal,you must file the petition form t i the Office of
Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETT The date of
this letter is April 13,2004. Meeting the 30 day deadline is critical to your right t ormal appeal.
Beginning a formal appeal within 30 days will not interfere with any informal revi hat you might
request. Do not wait for the outcome of any informal review if you wish to file a al appeal.
If you file a petition for a contested case hearing with the Office of Administrative wings,youare
required by law (N.C. General Statute 150130-23) to send a copy of your peti r to the North
Carolina Department of Environment andNatural Resources. Send the copy to: ce of General
Counsel, N.C. Department of Environment and:Natural Resources, 1601 Mail i rvice Center,
Raleigh,N.C.27699-1601. Sending a copy of your petition to this department will Tsatisfythe
legal requirement in N.C. General Statute 15OB-23 that require you send a copy the Office of
General Counsel,NCDENR.
As you are aware, this site has been previously evaluated by a private h Carolina
Licensed Soil Scientist and he was unable to propose the use of any subsu e wastewater
treatment and disposal system for this site. You may,however, develop an rnative plan
under which this site may be permitted through the NC Division of Water Qua (NC-DWQ).
This uroposalshould i elude Provisionsto Providewastewater treatment and i nosallforthe
entire coninlex. including those nortions which are currently served It ocumented
inadequate and ootentialW malfunctioning subsurface "systems I believe ur proposed
sewage flow of 960 GPD would more than adequately address the needs of the tire complex.
As a further sidebar,I noted several large piles of stumps and some building d is during my
evaluation which, as you are aware, are required to be disposed of in an app led facility.
If you have questions or need additional information, you may reach me at 88 139 Monday
through Friday.
incerely,
c� gam, Rs
es A. Boyer,R.S.
Environmental Health Supervisor
Encl.: (Copy of Rule .1948 (d)
{

i
.1948 SITE CLASSIFICATION
(d) A site classified as UNSUITABLE may be used for a ground absorption s ge treatment
and disposal system specifically identified in Rules.1955,.1956,or.1957 of this S i n or a system
approved under Rule.1969 if written documentation,including engineering,hydrog Flogic,geologic
or soil studies,indicates to the local health department that the proposed system cE be expected to
function satisfactorily. Such sites shall be reclassified as PROVISIONALLY S1 ITABLE if the
local health department determines that the substantiating data indicate that:
(4) aground absorption system can be installed so that the effluent will be non- hogenic,non-
infectious,non-toxic, and non-hazardous;
(5) the effluent will not contaminate groundwater or surface water;and
(6) the effluent will not be exposed on the ground surface or be discharged t rface waters
where it could come in contact with people,animals,or vectors.
The State shall review the substantiating data if requested by the local health dep ent.

^�(� SOIL/SITE EVALUATION FORM
OWNER: 5- �-( ,{ \p�Nn ROAD NAME: 1I ""J, T
SUBDIVISION: GvvD ..
SECTION/PHASE: L. _©p�
ENV RON EN AL H ALTH SPECIALIST:
D
HOLE NUMBER 1 2 4 5 6 7 S 9 10 2
,•J
1. °o SLOPE - 2%.
3 d
2. LANDSCAPE POSITION
3. SOIL GROUP J
11 if,III,IV
TEXTURE
STRUCTURE
MINERALOGY
LONG-TERM
ACCEPTANCE RATE
4. SOIL DEPTH:
To Saprolile or
SpiI wme" q
eoddillon=inches
S. LVERALLSOIL U CtaS51FIC SO
DIAGRAM: SHOW PROPERTY LINES,PROPOSED HOUSE,DRIVEWAYS,WELLS,GULLIES,BANKS,STREAK[ AKES,ETC.
INDICATE HOLE PLACEMENT BY NUMERICAL IDENTIFICATION. 1
Om ENT 2�5 :. oVP_P' .
,5S ,
i

Menzel, Jeff
From: Menzel,Jeff
Sent: Thursday,June 25,2015 8:56 AM -
To: '[e-mail]'
Cc: 'Gerald Grose'; 'Mike Owen'; [e-mail]; Heim,Tim
Subject: RE: Cedar Mountain Business Park wastewater system NCG551275
I have calculated the proposed flow for this facility to be 975 gallons per day.The email below provides a description of
how I derived my calculation. Please review and let me know if there are any questions or concerns.
The following is the proposed design flow for surface discharge on-site wastewater system at Cedar Mountain Business
Park located in Transylvania County.These flows are calculated per 15A NCAC 02T.0114.The calculated cumulative
design of 975 gpd based on the description of proposed flow to this system.An adjusted daily sewage flow design rate
shall be granted for permitted but not yet tributary connections and future connections tributary to the system upon
showing that a sewage system is adequate to meet actual daily wastewater flows from a facility included in Paragraph
(b)or(c)of this Rule without causing flow violations at the receiving wastewater treatment plant or capacity related
sanitary sewer overflows within the collection system as follows:
(1) Documented, representative data from that facility or a comparable facility shall be submitted by an authorized
signing official in accordance with Rule .0106 of this Section to the Division as follows for all flow reduction request:
(A) Dates of flow meter calibrations during the time frame evaluated and indication if any adjustments were necessary.
(B)A breakdown of the type of connections(e.g.two bedroom units,three bedroom units) and number of customers for
each month of submitted data as applicable. Identification of any non-residential connections including subdivision
clubhouses/pools, restaurants, schools,churches and businesses. For each non-residential connection, information as
identified in Paragraph (c)of this Rule(e.g. 200 seat church,40 seat restaurant,35 person pool bathhouse).
(C)Owner of the collection system.
(D)Age of the collection system.
(E)Analysis of inflow and infiltration within the collection system or receiving treatment plant, as applicable.
(F)Where a dedicated wastewater treatment plant serves the specific area and is representative of the residential
wastewater usage,at least the 12 most recent consecutive monthly average wastewater flow readings and the daily
total wastewater flow readings for the highest average wastewater flow month per customers as reported to the
Division.
(G)Where daily data from a wastewater treatment plant cannot be utilized or is not representative of the project area:
at least 12 months worth of monthly average wastewater flows from the receiving treatment plant shall be evaluated to
determine the peak sewage month. Daily wastewater flows shall then be taken from a flow meter installed at the most
downstream point of the collection area for the peak month selected that is representative of the project area.
Justification for the selected placement of the flow meter shall also be provided.
(H)An estimated minimum design daily sewage flow rate shall be taken by calculating the numerical average of the top
three daily readings for the highest average flow month.The calculations shall also account for seasonal variations,
excessive inflow and infiltration,age and suspected meter reading/recording errors.
(2)The Division shall evaluate all data submitted but shall also consider other factors in granting,with or without
adjustment, or denying a flow reduction request including: applicable weather conditions during the data period (i.e.
rainy or drought),other historical monitoring data for the particular facility or other similar facilities available to the
Division,the general accuracy of monitoring reports and flow meter readings,and facility usage(i.e., resort area).
(3) Flow increases shall be required if the calculations in Subparagraph (f)(1)of this Rule yield design flows higher than
that specified in Paragraphs(b)or(c)of this Rule.
(4)The applicant/owner shall retain the letter of any approved adjusted daily design flow rate for the life of the facility
and shall transfer such letter to any new system owner.
t

Metal Building#1
This former Real Estate office is now occupied as storage and studio space for an individual artist,and by a
photographer who utilizes digital printers and has a large mat cutting and framing area. Both artist are individuals.
Neither one has any employees. They share a bathroom with 1 toilet and 1 sink. The former retail space is used as a
Canteen selling snacks and beverages in single use disposable containers. This section of the building has two
restrooms with 1 toilet and 1 sink in each.
4 employees x 25 gpd/employee= 100 gallons
40 seats x 20 gal/seat bars,single service articles=800
Metal Building#2 (Contractors Warehouse)
This former Hardware Store is now used by a contractor as his warehouse. The entire space is used as tool storage/tool
room and boat/trailer storage. No Employees. Single bathroom only with 1 toilet and 1 sink.
1 employees x 25 gpd/employee= 25 gallons
Metal Building#2 (Carpenters Wood shop)
This former small retail space is a single hobbyist woodworker/carpenters storage and wood inventory with small
workspace. No Employees. This unit has no bathroom or plumbing.
1 employees x 25 gpd/employee= 25 gallons
Metal Building#3 (Storage Warehouse)
No permanent business. Only warehouse storage for a regional traveling contractor who uses this for storage of his
personal equipment and trucks. No Employees. Single bathroom only with 1 toilet and 1 sink.
1 employees x 25 gpd/employee= 25 gallons
Jeff [e-mail]
North Carolina Dept. of Environment and Natural Resources Division of Water Resources NCDENR Asheville Water
Quality Regional Operations Section
2090 U.S.70 Highway
Swannanoa, INC 28778
Tel: [phone]
Fax:[phone]
E-mail correspondence to and from this address may be subject to
the North Carolina Public Records Law and may be disclosed to third parties.
----Original Message-----
2

From: Menzel,Jeff
Sent:Wednesday,June 24,2015 3:50 PM
To: 'aleshkaclevela nd @icloud.com'
Cc:Gerald Grose; Mike Owen; [e-mail]
Subject: FW: Cedar Mountain Business Park wastewater system.NCG551275
Ali,
I have been in contact with Transylvania county Health Department regarding the Cedar Mountain Business Park and the
proposed activities. Please be aware that this discharging system is limited to 1000 gallons a day of waste water.This
number is to include the activities of all 3 building on the site. Please see the original email below which explains the
calculated flaw rates in more detail.The 1000 gallon design capacity will be the limiting factorwhen deciding what kind
of operation you would like to have. Please review and let me know if there are any questions.Would you have a
contact email for Donna Stout, she is the owner of the system an ultimately responsible for it, I would like to include her
in these discussions.
Thanks,
Jeff
Jeff [e-mail]
North Carolina Dept.of Environment and Natural Resources Division of Water Resources NCDENR Asheville Water
Quality Regional Operations Section
2090 U.S.70 Highway
Swannanoa, INC 28778
Tel: [phone]
Fax:[phone]
E-mail correspondence to and from this address may be subject to
the North Carolina Public Records Law and may be disclosed to third parties.
----Original Message-----
From: Menzel,Jeff
Sent:Tuesday, March 24,2015 10:31 AM
To: 'a leshkacleveland @ icloud.com'
Subject:Cedar Mountain Business Park wastewater system NCG551275
Ali,
Please see the attachments to this email.One is the original design calculations for the site along with a narrative
describing the system.The second is from the most recent inspection which at that time was found to be in violation
due to lack of proper operation. Below are the wastewater design flow rates which we use to estimate flow for food and
drink facilities. Please review and let me know if you have question or concerns. My contact info is below.
Jeff
15A NCAC 02T.0114 WASTEWATER DESIGN FLOW RATES
(a)This Rule shall be used to determine wastewater flow rates for all systems covered by this Subchapter unless
alternate criteria are provided by a program specific rule and for flaw used for the purposes of 15A NCAC 02H .0105.
These are minimum design daily flow rates for normal use and occupancy situations. Higher flow rates may be required
where usage and occupancy are atypical, including,those in Paragraph(e)of this Rule.Wastewater flow calculations
3

must take hours of operation and anticipated maximum occupancies/usage into account when calculating peak flows for
design;
Food and drink facilities
Banquet,dining hall 30 gal/seat
Bars, cocktail lounges 20 gal/seat
Caterers 50 gal/100 sq ft floor space
Restaurant,full Service 40 gal/seat
Restaurant,single service articles 20 gal/seat Restaurant,drive-in 50 gal/car space Restaurant, carry out only 50 gal/100
sq ft floor space Institutions,dining halls 5 gal/meal Deli 40 gal/100 sq ft floor space Bakery 10 gal/100 sq ft floor space
Meat department, butcher shop or fish market 75 gal/100 sq ft floor space Specialty food stand or kiosk 50 gal/100 sq ft
floor space
Stores,shopping centers, malls and flea markets Auto, boat, recreational vehicle dealerships/showrooms with
restrooms 125 gal/plumbing fixture Convenience stores,with food preparation 60 gal/100 sq ft Convenience stores,
without food preparation 250 gal/plumbing fixture Flea markets 30 gal/stall Shopping centers and malls with food
service 130 gal/1000 sq ft Stores and shopping centers without food service 100 gal/1000 sq ft
Jeff [e-mail]
North Carolina Dept. of Environment and Natural Resources Division of Water Resources NCDENR Asheville Water
Quality Regional Operations Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel:[phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
a

r-) -�21M�E (�
BROOKS & M E D L O C K
ENG I NEER ING,PLLC
October 12,2004
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Re: General Permit Coverage Request
To Whom It May Concern:
This letter serves as formal request for a Certificate of Coverage&Authorization to Construct in
accordance with NPDES guidelines to cover wastewater discharge from Cedar Mountain
Business Park located at U.S, Hwy. 276, Cedar Mountain, North Carolina. Please find attached
all required applications,plans,specifications,and fees required for permit submittal. If you have
any questions or need additional information,please feel free to contact our office at anytime.
Sincerely,
Brooks&Medlock Engineering,PLLC
Mark Brooks,PE
Agent For: Ms.Donna Stout
Attachments: Notice of Intent
Project Narrative
Site Location Map
Design Checklists
Calculations
Product Specification Sheets
Enclosures: Engineering Plans Cl —C3
\.. 17 ARLMGTON STREET •ASHEVILLE,NORTH CAROLMA 28801 • [phone] • FAX [phone]

FORACENCYUSEON Y
Data R.Wed
^4!IyfSA Division of Water Quality/Water Quality Section Year moan D
anmcate ofCov
NCDENR National Pollutant Discharge Elimination System as a oaat
a�. XD
NCG550000 FarmaAaai °oat°
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG550000: Single Family Domestic Units and/or facilities discharging less than 1000 gallons per
day of domestic wastewater and similar point source discharges
(Please print or type)
1) Region contact(Please note:This application will be returned if you have not met with a
representative from the appropriate regional office):
Please list the NCDENR Regional Office representative(s)with whom you have met:
Name: _ KEG ECKE¢ _—_ Date: _AJJC�Z_
2) Mailing address of owner/operators
Owner Name: _Qp fit ov-
Street Address: _ Lf _'�rt-aFF• �
City: _��1t� NC State: ZIP Code: 2$72)
Telephone No: (Home) 818 6/,3J (Work) Y 9 S�
3) Location of facility producing discharge:
Contact Person(if different than above):
Street Address: _ S v11r ��7� //.`a���C7ReE/✓✓ ��•
City: o o N State: , j CC ZIP Code: 2 71 S
County: 7AAtu5YLUA,,a — ___
Telephone No: R.0 _ $_Tj!m 5233 Fax
4) Permit Contact(complete this section if permit contact is different from facility contact)
Contact Person: w4 ED4oGK �1�,-,,,j va � HTTa" MAC UReoK$
Street Address: _ Ru,J/.� ' cgs____----
City: ott-r_E State: N6—_ ZIP Code: 29 0
County: BuaCom��_____
Telephone No: l tlLRI— 23Z=��oO Fax_ -$2S
5) Physical location information:
A copy of an USGS quad map or county map with the facility clearly located on the map IS
REQUIRED to be submitted with this application.
Please provide a narrative description of how to get to the facility (use street names, state road
numbers,and distance and direction from a roadway intersection).
NOV - 4 2004
Page 1 of 4 rASHFV11 ' '
9 fEFl(]''COO SECTION
9WU-216080102 .".EGIONAI OFFICE

� n
NCG550000 N.O.I.
6) This NPDES permit application applies to which of the following:
New or Proposed(system not constructed)
❑ Existing(system constructed); If previously permitted by local or county health department,
please provide the permit number and issue date
❑ Modification; please describe the nature of the modification:
6) Description of Discharge: II�� {
a) Amount of wastewater to be discharged: She ?xofos E!) cc��.U£S)6rt
f" I—LoW --ETT��
Number of bedrooms A _ x t20 gallons per bedroom= gq
_-90 gallons per day to be permitted
b) Type of facility producing waste(please check one):
❑/'Primary residence ❑ Vacatiordsecond home
�y Other: C_�_0_/jnME2G1A L,��ILO111�b5 __
7) Please check the components that comprise the wastewater treatment system:
Septic tank Dosing tank
��❑ Primary sand filter �❑/�Secondary sand filter Recirculating sand filter(s)
}u Chlorination R9. Dechlorination ❑ Other form of disinfection:
Past Aeration(specify type):
8) For new or proposed systems only-Please address the feasibility of alternatives to
discharging for the following options in the cover letter for this application:
a) Connection to a Regional Sewer Collection System.
b) Letter from local or county health department describing the suitability or non-suitability of the site
for all types of wastewater ground adsorption systems.
c) Investigate Land Application such as spray irrigation or drip irrigation.
9) Receiving waters:
a) What is the name of the body or bodies of water(cr ek,stream, river, lake,etc.)that the facility -
wastewater discharges end up in? R
b) Stream Classification(WS-IV,C. NSW,etc., if known):
10) The application must include the following or it will be returned:
a) For Certificates of Coverage:
An original letter and two(2)copies requesting a general permit.
E—X/ A signed and completed original and two(2)copies of this document.
l2 A check or money order for the permit fee of$50.00 made payable to NCDENR.
❑ Invoice showing that the septic tank has been pumped and serviced within the last 2 years
(for existing facilities only).
Page 2 of 4
swu-216-0801G2

NCG550000 N.O.I.
New orproposed facilities must also include:
Letter from the county health department evaluating the proposed site for all types of ground
absorption systems.
fi�,Ov ❑ Evaluation of connection to a regional sewer system(approximate distance&cost to Connect).
b) For an Authorization to Construct(ATC)only:
❑ A letter requesting an ATC
❑ Three sets of plans and specifications of proposed treatment system (see Permit Application
Checklist and Design Criteria for Single Family Discharge)
❑ Invoice showing that the septic tank has been pumped and serviced(for existing septic
tanks).
Note: There is no fee when requesting an Authorization to Construct
11) Additional Application Requirements:
a) If this application is being submitted by a consulting engineer(or engineering firm),include
documentation from the applicant showing that the engineer(or firm)submitting the application
has been designated an authorized Representative of the applicant.
b) If this application is being submitted by a consulting engineer(or engineering firm),final plans for
the treatment system must be signed and sealed by a North Carolina registered Professional
Engineer and stamped-"Final Design-Not released for construction".
c) If this application is being submitted by a consulting engineer(or engineering firm),final
specifications for all major treatment components must be signed and sealed by a North Carolina
registered Professional Engineer and shall include a narrative description of the treatment system
to be constructed.
12) Certification:
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such Information is two,complete,and accurate.
19IV /o 4�_
_
_
( ate Signed)
North Carolina General Statute 143.215.6 b(1)provides that:
Any person who knowingly makes any false statement,representation,or cerlificatlon In any applicagan,record, report,
plan or other document filed or required to be maintained under AAcle 21 or regulations of the Environmental
Management Commission implementing that Article,or who falsifies,tempers 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 Adicle,shall be guilty are misdemeanor punishable by a fine
not to exceed$10,000, or by Imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a
punishment by a fine of not more than$10,000 orimpnannment not more then 5 years,orboth,fora similaroffense.)
Page 3 of 4
SwU-216-080102

NCG550000 N.O.I.
Notice of Intent must be accompanied by a check or money order for$50.00 made payable to:
NCDENR
Mall three(3)copies of the entire package to:
Stormwater and General Permits Unit
Division of Water Duality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit
Page 4 of 4
SWU-21F060102

System Narrative
Specifications
for
Cedar Mountain Business Park
OSWW System
JOB #98804
Issue Date. October 13, 2004
Prepared for.
DONNA STOUT
2 W. Main Street
Brevard, North Carolina 28712
(8281 877.3530
Prepared by.,
BROOKS & MEDLOCK
ENGINEERING., PLLC
17 Arlingtan Street
Asheville,NC 28801
[phone]

�1 Cl
SYSTEM NARRATIVE
The subject site is located in a rural area of southern Transylvania County North
Carolina. This system is compromised of a recirculating sand filter to provide treatment
for Cedar Mountain Business Park. The business park is compromised of multiple
buildings that will contribute 990 gallons of flow per day. See attached Proposed Design
Flow letter for a breakdown of building use and contributing flow. The existing CMU
building is already on an existing septic tank system to remain in use. Each additional
building will have its own septic tank. Building#1 and Building#2 flow will be routed
through their septic tanks via gravity to Pump Tank#1. Pump Tank 1 will pump to the
recirculating pump tank.. Building#3 flow is routed through a septic tank to the
recirculating pump tank via gravity line. Due to site topography the sand filter will be
placed above ground in a concrete enclosure to protect against the 100 year flood. The
recirculating pump tank will provide time dosing to the sand filter media through a
manifold and PVC laterals with spaced orifices. Discharge from the sand filter gravity
flows back to the recirculating pump tank into a splitter valve where flow is introduced
back to the sand filter at a 4:1 ratio. Bypass flow is routed via a gravity line through a
chlorination tablet feeder then detained in a chlorination chamber for a minimum 30
minute contact time. After chlorination,flow is routed through a dechlorination tablet
feeder and detained in dechlorination contact chamber for 30 minute minimum detention
time. After dechlorination,the flow discharges over concrete aeration steps and over
placed riprap before outfall to Little River. The owner will be responsible for providing a
back-up power supply for both pump tanks.

CEDAR MOUNTAIN BUSINESS PARK
PROPOSED ON-SITE WASTEWATER SYSTEM
PROPOSED DESIGN FLOW
The following is the proposed design flow for surface discharge on-site wastewater system at
Cedar Mountain Business Park located in Transylvania County. These flows are calculated per
15A NCAC 2H 0.219. Although not specifically stated in the cited code,the design flow for
employees has been added to the design flow for the building space. It is my professional
opinion that the calculated cumulative design flow of 990 gpd is very conservative for this
facility and should serve any traffic growth in the area in the coming years.
Retail/Office(Metal Building# 1)
This is a small store and office building with very low anticipated traffic due to the very rural
location. Approximately 1/3 of the square footage is utilized for a real estate office and the
remainder is to be utilized for retail. The real estate office has two employees and the retail store
has two employees.
1,730 ftz x 120 gpd/l000 ft= 208 gpd
4 em llooyees x 25 gpd/employee= 1002t)
Total=308 gpd
Hardware Store(Metal building#2)
This is a country hardware store serving a very rural community. Only approximately 2/3 of the
floor space is actual retail space wit the remainder utilized as inventory storage.
3,234 flz x 120 gpd/1000 fl= 388 gpd
3 employees x-25 gpd/emplovee=75gy
Total=463 gpd
Retail shop(Metal Building#2j
This is a very small retail shop owned and ran by property owner. The small store is only open
part-time with no full-time employee.
784 ft2x 120 gpd/1000 ftz = 94 gpd
1 employee x 25 gpd/emplovee=25 god
Total= 119 gpd
Storage warehouse(Metal Building#3)
No permanent business,only warehouse storage for HVAC contractor. Single bathroom only
with 1 toilet and 1 sink.
4 employ ewes(on a daily average x 25 gpd/emplovee= 100 gpd
Total= 100 gpd

26
real c
trowh 11
0 2vv2 .........

Recirculating Sand Filters
Wastewater Treatment System Checklist
REVIEW AIDE
PROPOSED ACTION
1. Check for an SOC. Is this action allowed?
2. Check the permit. Can the proposed system meet the permit limits?
3. Check with the regional office. Do they agree with the proposal?
4. For New Sites:' If 7010 = 0 cfs & 3002 = 0 cfs, Then no new discharge of 02 consuming waste.
5. Check flow. Is it in line with our regulations, permit limits, project scope and actual flow data?
6. Have engineering calculations been provided?
SITE 1. DPLAN
the plan shoythe building prope�rty lines wells, system components receiving stream;
✓discharge point,north arrow, andVicinity map?_
2. Is the facility above the 100 yr. flood elevation? 1 ,l Tc2 -i-,o,d COOC 6'-e°I4 Wati�
3. Does the system maintain the following setbacks (in feet)2?
distance from minimum adtual O.K.?
OVA WS sources, WS reservoirs, lakes 100
drinking wells 100
✓ adjacent residence 100
✓ place of assembly 100
plA,
SA or SB waters 100
other streams, marshes, canals 50
✓ pioper y lines 50
✓ any building foundation/basement 15
NPDES DESIGN FLOW C`.-ar��4rtcAl-
1. NPDES Design Flow Rate 110 Establishment Type: r #
2.' Daily Flow2 : gpd/unit x units = 990 gpd
P
JC5l6tJ 'FA-d d G E Tf 2
COMPONENTS
SEPTIC TANK
1. Nominal Size: 1000 gal
2. Detention Time (meet one of the following):
Nominal detention time: (REC. 1 day minimum);
1 a o o [gal] tank size - Igo
igo [gpd] NPDES flow rate = ,) days
Actual minimum detention time: (REC.0.5 day minimum)4
)00 0 [gal] tank size (1 - 0.3) : ( q9 0 [gpd] NPDES flow rate x
_3 _ Peak Flow factor)5 = z • [ days
(note 30% reduction in septic tank vol. for solids accumulation)
I
1NC Atlmin.Code 28.0205
2NC Atlmin,Cede 211➢219
3EPA Oa-sale WVlr&O1sPpaal pg.101
4Melcall&Eddy example page 1051
5see Wncall&Eddy Peaking factor Iron,81010K.10201, per EPN 2&8.92/005pg.45use Peaking Fagorof SDP
Recirc Sand Fillers Checklist 031/1/99 draft

� n
PIPING-
1. Slope from establishment to septic tank: 24/1 (REC. 2%to 5%jt
2. Is piping located in an area susceptible to vehicular traffic and protected? yVe vrt.v= I' f �•( c
3. Are cleanouts and long sweep elbows provided for easy rr---------------
4. Is a detail of the cleanout provided? t/
DISTRIBUTION BOX (If applicable) P
1. Is a detail of the box provided?
2. Is there a way to divert flow from one line to the other?
3. Is there a way to ensure equal flow to each line?
SYSTEM HEAD
1, Gravity System (If applicable): OV A
Is there sufficient head to promote flow? (TYP. >3.25 ft)2
2. Pumped System (If applicable): (.TYP. 3 to 5+ft)3
Are dual pumps provideda and are they easy to change. ✓
Are pumps sized to handle flow& head? ✓
What is the method of pump control? z
Is apump curve provided? Y
Can the amount dosed on each zone be easily adjusted in the field?
Is there some measure to prevent pump overheating (ensure positive suction pressure)
and pressure surges?5 -
Have check valves and manual valves been installed on the discharge side of pumps?
Does the system have a high water alarm? t/
SAND FILTER BEDS
1. Bed Sizes: I beds @ 0 ft x It EA. = 2a at
2. Design Criteria6:
FACTOR::::- UNIT RANGE TYPICAL THIS DESIGN 0i
I Media: effective size men1.0 to 5.0 3.0 -
.Unif. Coeff UC <2.5 2.0
_dust content < 0.5
Depth In 12 to 367 24 iAl
Hydraulic Loadinggpd/sf 3 to 5 4
Organic Loadin a aOD/d•sf 0.002 to 0.008 < 0.005
Recirc Ratic - Rec:Fwrd 3:1 to 5:1 4:1 q ` t
D�Time min/30 min 1 to 10 4
i Doses pper day y /day 5 to 8 6
11HS Tucson Area Office Technical,Provisions
2EPAS2VR-92/005 p 70
Strom Metcalf&Eddy p 1066'.
4Them are exceptions for SFRs. They are not required to have dual pumps.but encouraged.
5Ensure adequate motor HP.eliminate possibility of pumping against Closed valves.
She.Metcalf&Edtlyp 1Ni
TPolioy on NPDES Permits for Existing Schools MEMO Mar.15.19941 EPA/625iR-9&WS pyt; NEHA On-Site rec. 24"
Recur Sand Filters Checklist 03111199 draft SDP

PRESSURE
1. Daily Application Rates : (Use < 5.0 gpd/sW gpd/sf
Recirculating Filter: Zo$ (sf] filter area
9)0 [gpd] NPDES Flow rate
Calc. Total filter Flow [gpd]:
Recirc Ratio: °q= ] (Use =< 3:1 ratio)'
[gpd] NPDES Flow rate x (recirc ratio + 1) _ 1 2�[gpd]
Calc.Volume per Dosing Cycle:
min. pump cycle= 11-3 gal/cycle
Z2.I- [gpm] pump cap. x - [ 1
Calc. Number of Cycles per day:
113' al/cycle] _.�_Vol. Per cycle
)13$ [gpd] Total filter flow - [9
(REC 2 in.min)'
N/Calc. Flooding depth per dose (if applicable): , `p.
= _
[gal/cycle] Vol. per cycle _ _—[sf 1 filter area (x 1.6)4 in
2. Required Dosing Tank Size : (choose the larger of the following) 9?J!1=—gal
•ir--N'PDES Daily Flow Rate_ Dosing frequent [dosestda 11 qc3
ij Voloml-per-dose 90'ei
III. 1 day detention times ✓ 99D
3. Dosing Method: (circle a or b) surface flooding (should have spaeh pads or gravel)
spray nozzles/orifices
DISTRIBUTION & COLLECTION LINES e in. (REC. 1 to 2 in.)6
Siz : _�—
1. Distribution lines: 'i+ in. (REC. 3 to 6 in.)7
"
2. Undercirain lines (typ. 10 feet o.c.): Size: 1 Slope: 0 a (REC. o to 1 /)8
--
typ
3. Are pipes embedded in gravel or crushed rock(Ve ned (for aeration) to the surface? V,
4.. Are ends of collection lines plugged, capped,
or 5. Is there a provision to drain exposed piping or is freeze protection provided? ✓
6. Provisions should be made for then adjustment of flowonent to each
omponent?ge poi t or line.
7. Are elevations set ensure proper flow fro,r�gprnP
6. Are splash slabs required and installed? i`+ "
g. Provisions should be made for the adjustment of flow at each discharge point or line.
1
Ji tfor farward flow:NC OEM Not for NCG556669: 3 to 5 9polsf imm-Metcafl&EEEy,wW Eng, P 1966
'NC DEM Not for NCG55060P, 311 u,5:1 from Metcalf&Eddy caw En9.P 1 W6
3EPA On-Site pg.127
41.6.(12incheelloot) •(7.m gaVcl) .
5Hi.e&Favreeu.Ill.DPH WW En 1666t
6grev1ty 4.e NEHA On 5i1e; 1 to 2 in.pressure lines,Metcalf&Eddy, g D
7Me1aa11&Eddy,Wastewater Engineering p1066 SDP
6Metaelf&Eddy,wastewater Engineering pt006
I a,,Snnd Filfrre Checklist 03/11/99 dnnp

DISINFECTION /
For UV : Are dual units provided? ✓
Has manufacturers literature been provided?
For Chlorine contact: Method of Chlorine application: 4
Detention time in the Contact Chamber (T=V/O x 24 hr. x 60 min) J' min
(30 min. minimum) /
If there is a TRC limit, has dechlorination been provided? ✓
DISCHARGE
Has the need for energy dissipating,devices or erosion reduction measures (i.e.: riprap) at the point of
discharge been investigated?
FREEZE PROTECTION
Any pipe & components exposed to air may be subject to freezing, especially full & pressure pipes.
1. If drain-back valves are proposed ✓
is a detail shown?
Are drains placed to ensure flow to the drain and emptying the pipe?
Are pipes sloped back towards the drain? ✓
2. If special drain lines are utilized, ensure they do not pressurize other lines during pumping.
OPERATION MAINTENANCE AND REPAIR �+
Effluent Samples. Can these bee sit collected? ✓
Are samples collected after all of the treatment processes?
Meters and valves. Have manufacturers literature been provided?
Are ranges of operation acceptable?
Will they be installed in boxes for easy access?
Bypass lines are not allowed except in extreme circumstances.
Are any by-pass lines proposed? p m -
In what instances will the system by-pass?
Do floor and freeze drain lines return to the dosing tank, recirc tank or sand filter?
Do floor drains have a water trap?
Can tanks be isolated with out threatening treatment? (Install a manual valve on outside of tank)
Is the facility protected from public access? Are pumps etc. in lockable containers? ,J
LOST POWER
In case of lost power,
1.) Does the facility continue to produce wastewater?
2.) Is auxiliary power supplied? How is it activated?
3,) Can effective treatment be achieved?
4.) Can wastewater be stored? -✓ For how long? "o'g
5.) Is there an automatic emergency call up system?
Rerire Sand Fillers Chetklal 03MI99 dmfl SDP

Supporting Calculations

SYSTEM HEADLOSS
CALCULATIONS
TDH=4H +h,+hr
where:
4H=elevation head
h,=minor assembly IDaees,utilizing Moody-type friction losses
hm=major pipe losses,utilize Hazen Williams aqua.
h,=K/(v2/29) where:K is dimensionless,v in fUs,g in ft/s`
h,_(4.727 L/d4"7)(Q/C),05 where:Q in cis,L in feet,d in ft.
no user Input
user input req'd
Piping:
Diameter= IMMinches equals 0.125 ft.
NODE:
INPUTS I am
Minor Losses
No.inputs Fittings Details "K"
1 Pint
Valve
Tee
90
45
sharp entrance
sharp exit
6.8
Q(gpm) 8Hhf(feet) - hm(feet) TDH PSI
10 4.00 0.35 1.02 5.36 2.3
15 4.00 0.78 2.15 6.94 3.0
20 4.00 1.39 3.67 9.06 3.9
25 4.00 2.18 5.55 11.72 5.1
30 4.00 3.14 . 7.78 14.91 6.5
35 4.00 4.27 10.34 18.61 8.
40 4.00 5.57 13.25 22.82 9.9
45 4.00 7.06 16.48 27.53 11.9
50 4.00 8.71 20.03 32.74 14.2

� n
Specifications

1�
SECTION: 3.20.014
C
QVAL/TY/-OMPS�PNVE IN79 " FMI919
0403
Supersedes
Product information
presented here reflects
1202
conditions at time lof
e
publication.Consult factory
regarding discrepancies or MAIL TO: P.O.BOX 16347•Louisville,KY 40256 0347 Visit our web Site:
Inconsistencies. SHIP TO. 3649 Cane Run Road•Lousville,KY 40211-1981 http://www.zoeileccom
[phone].1(800)928 PUMP•FAX(502)774,624
ZOE66ER ON-SITE WASTEWATER PRODUCTS
ININOMCINO ZOAMM? 0H-5/TE'V85rWAff"PUMPS
COMPARE THESE FEATURES
• Durable cast iron construction. 15111521153 EFFLUENT SERIES
• Model 151 comes standard with a glass-filled
polypropylene base. (For Pump Pre(x Identification see News& Views 0052)
• Corrosion resistant powder coated epoxy finish. '` DOSE
S r - A E "
• Stainless steel Ilffing handle. C
• Assembled with stainless steel bolts.
• Non-Clogging engineered thermoplasfic vortex FOR SEPTIC TANK-LOW PRESSURE PIPE(LPP)
impeller design. AND ENHANCED FLOW STEP SYSTEMS
• Model 151 -1/3HP passes'/"solids. 1EPMA EFFLUENT
• Model 152-.4HP poses'a%"solids. SUBMERSIBLE ,3•y„
• Model 153-1/2 HP passes a/4"solids. 11/2" NPT DISCHARGE
• Motor-60 Hz,3450 RPM,ail-filled,hemnefically
sealed,automatic reset thermal overload protected. S A Model N152M163
• Carbon/Ceramic seals. ,ea0 ues us HighHigh Head
f,e
Effluent
• Upper sleeve beang and lower ball bearing running +^a ^^4•�+ri
In bath of oil. MODELS AVAILABLE
MODELS AVAILABLE
• 20 ff.UL Listed power card with molded 3-wire plug. .Nulm112,Nl63 a E15f1E1521E1s3 nanalloma6c
• 11/:"NPT vertical discharge. •BN15111BNUMN153&BE16111E1521BE153
pacMaged Ath Piggyback variable Level Float Switch
• BN and BE standard models include a 20 ft.variable •V3,A a 1)2 HP,1Ph 115V or230V
level float switch.
• Operates at temperatures to 130'F(54'C)in
effluent applications.
• All models include a 1'/"x 2"PVC adapter fill ng.
Note:The sizing of effluent systems normally
requires variable level float(s)controls and property
sized basins to achieve required pumping cycles or
dosing timers with nonautomatic pumps.
POWDER
COATED
j TOYOM"
PUMP !O
Model nN162/eN153
M60Htecturers Of... Effluent
Head
` Efflu
GG!! OO ent
QVAL/TY PUMPE•PLACE /�y/ P
0 Copyright 2003 Zoeller Co.All rights reserved.

n �
PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW
MODEL 15111521153
se PER MINUTE
14 5 11 1 1 1 1EFFLUENT AND DEWATERING
1B MODEL 151 152 153
in Feel Madam Gel, LNrs lim file.
e Gel. n
t0 5 1S 50 in m 201 77 Ni
w
10 30 45 170 61 201 70 265
e 25 151 IS 96 30 Ito S3 167 oilR 2311
No
t3 20 7A 26 1m da IN 42- 1.
C g A 25 )6 16 81 31 129 d2 156
30 91 R] 87 33 IN
15 35 107 22 05
1XINN- 40 122 11 42
'n ShulMHeod ]oft t9.1ml did(11,6m) 441L A
1
5
111.9
16 zo an ao 50 6o m m m fro
GALLOHs
urEas o a M 1 a 1 mo zw a 5s5
F-UNPIMMINME al" .. Model 151 Models 1521153
CONSULT FACTORY FOR g 7/12
SPECIAL APPLICATIONS
]7/9 <s/e ] npz a s/-
•Timed dosing panels available. n/s
•Electrical alternators,for duplex systems,are available and
supplied with an alarm. —
•Variable level control switches are available for controlling ® �e ® ] z
single phase systems.
•Double piggyback variable level float switches are available
for variable level long and short cycle controls.
•Sealed Owik-Box available for outdoor installations.Sea
FM1420.
•Over 130°F.(54°C.)special quotation required.
151115211 n u/Is 12 I/e53 Series �
1511152111 MODELS ell. seleo1 `;/e /a
MSdd VOtb-ph Mode 81 In W In L L
NI51 115 1 Non a0 1 2d3 _}
SN151 115 1 1 Ad, 1 6.0 Instant beta
E151 230 1 Non 1.2 1 2a3
—HE-151 230 1 Auto 3.2 handed 2a3 u1 ewou
N152 Ila 1 Non e.6 1 2d3
aN152 115 1 Mai as idJuded 203
EI52 230 i Non 4.3 1 2d3
aE152 40 1 Aub 43 Imdetl lu 2.3
Nud Its 1 Non IRS 1 2d3
Solid 116 1 Auto 10.5 Included 20.3 SELECTION GUIDE
E153 Me 1 Non a3 1 sort
BEIM 230 1 Auto 6.3 Included 2a3 1. Single p5gy1backvadable level float wench ordouMe plgitylockudiaNa level goat
switch. Refer to FM0477.
n cAuitpx 2. See FW712 for conned model of ElecMcal Aflematar EPak
All InMillaeon of conbob,protection dodoes and Won,should be don,by 4uviMad 3.Variable level cannot swikh 104225 and as a convol adwator,specify duplex(3)
Iloseladeleadinlen.All decWoal and safely sense should be followed hiona.ng the exist
recent National Elders Code(NEC)and the Occupational Safetyand Health Ad(closet or Debt system.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered Into the design of every Zoeller pump.
Lood :P.O.6ox16347
IIP an,h,i(y 40s NonR7 ManulaYwersd..
SHIPTndla, CO2 Runaoed
W7&273 -I(W)9iadl Qvau7r•Puune Sxce/939�
AnP:/As+w[zoelleccom PUMP !U. ® i5021]](W)]�)624 SUMP
0 Copyright 2003 Zoeller Co.All rights reserved.

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a -

Orenco Product Catalog-High-head E nt Pumps—P,PA,PJ Series Page 1 of 2
. iWIRIMMM,
1 Catalog lndax,.
Md 1
Begln Search Choose A Product Family Choose A Product
-- High-head Effluent Pumps—P PA PJ Series
Orenco's High-head Effluent Pumps are manufactured specifically for wastewater
applications,to transport filtered effluent from septic tanks. High-head capabilities
make them the ideal choice for STEP pressure sewer systems. Steep pump curves
provide high-pressure capacity to clear plugged orifices in pressurized distribution
systems. Orenco's High-head Effluent Pumps possess a high cycling capability(up
to 300 cycles/day on most models),which is needed for optimum treatment in many
of today's high performance onsite systems. All 1/2-hp to 1-1/2-hp pumps are UL
and CSA listed for use in effluent. Optional five-year extended warranty on the P
Series. Three-phase pumps and 2-, 3-, and 5-hp pumps are available in limited
models.
Product Nomenclature
4oi F• •M
http://www.orenco.com/catalog/PF28PT133.asp?pf=28 8/23/2004

Orenco Product Catalog -High-head Ennt Pumps—P,PA,PJ Series Page 2 of 2
Cord length:
Blank = 19 (P,PA,PJ)
34 = 3V (P PAy)
Voltage:
I = 115 (P PA,PJ)
2 = 230 (P only)
Phase:
I singlo-phaw (P I°A,PJ)
3 = dwr phase (P only)
Horsepower:
05 112 hp (P,PA,PJ)
1p a 1hp Pmay)
15 1-02hp Portly
20 = 2 hp only)
50 = 5 hp (P only)
Nominal flow(gpm):
10 ($PA)
12 PJ only
18 (PJ only
20 (P,PA)
30 ((((PP PA)
33 PJ only)
50 P,PA)
55 Jonly)
75 PJ only
Blank = Pserriw
A = PAsedes
J = PJ aeries
Pump
Product Example
Model Code
P100511
Description
High-Head Effluent Pump, 10 gpm, 1/2 hp, single phase, 115V
Related Products
2-in. Sewage-Handling Pumps
Biotube®Pump Vaults
Low-head Effluent Pumps
Pump Basins
Pump Rebuild Kits
Replacement Pump Liquid Ends
Replacement Pump Motors
http://www.ormm.com/catalog/PF28PT133.asp?pf28 8/23/2004

Orenco Product Catalog - Biotube®Pu(-)Vaults ` / Page 1 of 1
Catalog index
em
r-----�
Begin Search)►fChoose A Product Family Iw Choose A Product '
Biotube® Pump Vaults
Orenco's Biotube®Pump Vaults are used to transport filtered effluent from septic
> tanks or separate dosing tanks in effluent pumping systems.Pump vaults house
Orenco's High Head Effluent Pumps and can be used in single compartment septic
tanks with flows up to 40 gpm. When flows are greater than 40 gpm, a double
compartment septic tank or separate dosing tank is recommended. Pump vaults are
12 inches in diameter and accommodate one pump(Simplex)or two pumps
(Duplex). Each pump vault comes with a Biotube filter cartridge,vault housing,
support pipes,and float bracket to hold the float assembly. Custom sizes are
available.
Product Nomenclature
Q11-®
Lapped pipe length:
Blank= standard support pipes for24"dscr
L - long support pipes for 3U"riser
Intel hole Imighi: 13", 19",25"
Cartridge heiglih 18",24",36"
Vault height, 48",57",68'",72",78",84",95"
Universal pump vault(fur simplex end duplov applications)
Product Example
Model Code
PVU 57-1819
Description
Universal Biotube Pump Vault, 57-in.height, 18-in. cartridge height, 19-in. inlet
hole height
Related Products
High-head Effluent Pumps—P.PA,PJ Series
Screened Pump Vaults
http://www.orenco.com/catalog/PF28PTIO6.asp?pf=28 8/23/2004

Orenco Product Catalog- Sand Filter Col Panels,'SSF' Series Page 1 of 2
a .. ROPWR
• Catalog Index
I .
1
Begin Search Choose A Product Family l" Choose A Product
Sand Filter Control Panels, 'SSF' Series
Sand Filter Control Panels can be used to control two pumps in a sand filter
treatment system. 'SSF'electromechanical control panels use motor contactors to
activate the pumps,which increases system life by reducing load requirements on the
float switches. 'SSF'panels also allow options such as a programmable timer and use
of larger horsepower pumps.
Product Nomenclature
--Fr ownstmam options(should appear in the following order):
IR = intdnainally safe inlay(SSF only)
PT — prpgmtnmal+Ye timer(SSF only)
RO = redundant off
CS = curmrlsensor(SSF only)
RTM = elapsed timo meter
CT rt counter
PRL = pamprun light
Upstream options((should appearin the roilowiog ordnr):
IR = intrinsically safe relay(SSF only)
PT = programarabledmer(SSfinnly)
RO = rodundanl oA'
CS = current sensor(SSF only)
RTM m elapsed time mo er
CT = counter
PRI. = pamprenlight
Ocneral panel options(should appear in Ate following order):
DS m disconnect switch
RA = remote almen(dry surged)
TS = test switch
ITT @ heater
PL = power light
SA = surge arrestor
Pump vohnnggc:*
1=115YAC
2=230 VAC
Parral series:
ASF = sand filler alarm panel.
SSF - sandfftercontrolpnd
*All panels require 115 VAC for the nontrols
Product Example
Model Code
SSFIPTRO/
http://www.ormco.com/catalog/PF30PT179.asp?pf=30 8/24/2004

Orenco Product Catalog- Sand Filter U ;Yol Panels,'SSF' Series n Page 2 of 2
Description
Sand Filter Control Panels, SSF Series, 115 V,programmable timer,redundant off
Related Products
Float Switch Assemblies
MVP Sand Filter Control Panels, 'MVP-SSF' Series
Sand Filter Alarm Panels,'ASF' Series
- http://www.orenco.com/catalog/PF30PT179.asp?p€30 8/24/2004

� n
0renco Fib=erglass Tank
1,g -16ilon; 1500-gallon Features&Benefits _
/ 1ODYowatertightfor • Light enough to
Applications optimal wastewater Vansportinapick-
'- ''� trezlmert every uporsmalltrailer
The watertight O`renco,lnjectton mold- berglassTank*comes in two " tanitis water tested and install with
'alzes and'rtreatmen 6es be€n optimized for ufe.in do to wastewatercollection a and- 1:44" shi ping ----beCkhce(lifliog lug
yy erus'(residentialknd cdgmdvial) and lqudrnmmuy wldLr' Injection l4ed for included);no waiting
efflu nt sewer stems.As the tint'c ]leas and di es or ''nip=matter, it for delive truck
Tp r {sY f� p g r} g unmatched part ry
prpw�leSprimary wastewa�t'kteatrr ent,redudng waastEwstei contaminants' qualkyand consis L f�o-hassle installa-
!'
�' ' ,+` -tediy,eliminates .,Ac wenonthe
cosDy call-backsfor ;smallesT{oLu
t,. �T ` . ,, I3 l,`I?``,J•ff '' �,r'� repaies ,..At.COmmnda[C58..
f1. baffle wall inehyof
_. .
Chemical thenb(ocatldns,--
RP ntfiberglass aeanng'two-.....
la30ng
. , si
—reinforced polyester, [ompannienttank—
r,r, / %' /ofvarImsvolumes -`..
ff� f'f z Designed �; Directlyzi�qepts�� ...
4'hudal empty stand ',erlcd
j ter
✓flyeila lie tdr
r +' l,/ ,ayailabletor30"11//
;,' r f diameter 1
%/� 1`.i• Installatlon and� '
Iorientation of inlets`
and oWeteasilyy ..
accomplishedwitlt
watertight EPDW
� . 't - l fzf gramiets
ti to y ry
1 I
(Dlmemlant and
pN
c 9 ord/nag lnformadon
The.Q,rert'cq FIDIa'd'�Pank on back.)
waterhgh llph htt+�umb/e andC .,,
htghly venadle:Zhef nkblgfec4pn al'ed
1
pmvtding exreJ/an>F�partq abty andN�tfenfYY,, ���
A baRle ran be lmYa/led fn�'2�ysol�i'Ibylacatlong "i ;, /�/
ereadagatwo<ompartment taA(nat va'fplirlw/u'mer 11fi ^.�
h h
depending on the appllcadon.
'Cw.rea by❑S Pennu tlD4fil,Wo aM PD49a 4r6 t t
I
Distributed By: ttt 1 r "wCS
` { Orenco Systems"Incorporated
_ It t a... "',._.Changingtde Way thr
World Don Wmmoetrr* -
':C*. �'.. www.omnco.com
APS-TNK-1
..0
uneo Sg..
Y�rema®,Ine.

Orenco Fiberglass Tank Nominal Dimensions*
A
F G
E
D ...........................................................i
i
i I
I I
M
!
9T-
f. i.
i
I
K
I
I I
I • "
I a,nl.sa.a.a n.mw.w auPRnc,hlel
I i -
iJ
D
9 8 ] 8 6 4 3 2 1
sla.em fna w,w
Specifications Base Model Code
loop-gallon 1500-gallon
Dimensions llnlnehe.l T -O
A Length 123.0 168.0
B Width 72.0 72.0 Nwnbaofwmpa nts ondbamelocation(nbaltMugh 9):
C Height 64.5 64,5 23 - iwowmpanmenta,rib#z
D Flange width 5.5 5.5 23 - Iwowmpanments,db#3,etc.
E End to center of tank access 21.5 21.5 rank sae(pennn:):
F End to orst rib 37.0 37.0 IUW
Oo
G Rib spacing - 11.6 11.6
H OD oftank access 23.5 23.5 Tank
I Inlet invert(typical) 11.0 11.0
J Outlet invert(typical-if used) 13.0 13.0
K Height to pass-through holes(typical) 32.0 32.0
L Heighltobaf0e vent holes(typical) 60.0 60.0
M Pass-through hole diameter(typical) 3.0 3.0
Weight
1-compartment(assembled) 320 lbs. 4701bs. To Order
2-compartment(assembled) 3501bs. 5001bs.
Volume Call Orenco Systems®, Inc., 1-800-348-9843, for your
Volume to typical invert of inlet 1085 gal. 1631 gal. nearest Distributor.
Total lank volume -1200 gal. 1785 gal.
'Detailed ansjilgi and additional technical doeurnentedon avail- APs-TNK-1
Rnv.3.e,®%X
able,including Polume charts and installation instructions. 0ren..sm.mr.I...

Tablet Feeder
Model 200
The Simple, Reliable Way to Disinfect
Wastewater
The Exceltec International Corporation(EIC)Model 200
-Tablet Feeder is a complete one-piece system for highly
reliable disinfection of effluent in properly operating
treatment plants having a design capacity of 1,500 GPD or
less. The tablet feeder is used in conjunction with
SANURIL®tablets,a disinfecting agent that provides a
chemically stable source of chlorine for wastewater
disinfection.
The EIC Tablet feeder is suitable for assembly into new
treatment systems. Also, it can be installed into existing
treatment facilities where wastewater chlorination is being
----—
addedor to replace troublesome,unreliable or complicated
chlorination systems.
u»
Superior Performance at a Lower Cost
Better Performance 11
The entire plant flow passes through the tablet feeder
where thorough mixing of wastewater with a controlled
amount of chlorine takes place.This means more effective
disinfection action and less bacteria re-growth.
Low Initial Cost
In addition to low investment in the EIC Tablet Feeder,
savings are compounded because no pumps,mixing tanks lilt
or costly control devices are required as with most other
chlorination systems.
Simple,Low-Cost Installation -
One piece tablet feeder construction requires only inlet
piping.No electrical power,wiring,bypasses,or other -
piping required.
Lower Operating Costs
The tablet feeder can operate up to 60 days on a single
load of tablets.No time-consuming pre-mixing of
chemicals is required. Refilling SANURIL tablets is quick
and easy.No costs for electrical power or auxiliary power.
Maintenance-Free Operation
No tanks,pumps,cylinders,external control devices or
other moving pans to break down.System is non-
mechanical,rust and corrosion proof.

Model'200 Tablet Feeder
Operating Principle
The EIC Tablet Feeder is a one-piece system which
operates on the flow-through principle to provide a
constant,controlled dosage of chlorine to the effluent of
wastewater treatment plants.
The entire flow of treated wastewater passes into thetablet
feeder through the inlet pipe.As the stream of water flows
- past the feed tubes containing-the SANURIL tablets active — .._FEED TUBE _.
chlorine is released into the wastewater by the dissolving
action of the water stream in contact with the tablets.
The chlorinated wastewater then discharges through the
outlet pipe into the line which leads to the receiving water, WATER
ZORTLET
Each tablet feeder is furnished with two feed tubes.The COLLAR
number of tubes to be filled with SANURIL tablets is cOvTOP
a \ i
determined by the average daily flow rate and the required
residual chlorine content or dosage.
Installation
The EIC Tablet Feeder is designed for installation in any
property operating treatment system having a maximum �\ ROUSING
flow of 1,500 GPD.The tablet feeder should be located at a
point where it can receive the entire effluent discharged TABLETS _
from the plant. It is also recommended that a chlorine
contact tank be used.The tablet feeder can also be WATER .
located to receive the treated wastewater as it exits from INLET
the filter bed.
Other Applications
Specifications
In addition to wastewater chlorination,the Model 200 Tablet
Feeder can also be used for dechlorination and the The tablet feeder is made of tough,corrosion resistant
chlorination of drinking water.For dechlorination,the Model rotomolded polyethylene.Compact and easy to handle,the
200 is used in conjunction with the EIC D-CHLORTM tablet feeder measures 21 inches long,8 inches wide and
tablets.These tablets are a sodium sulfite based 10 inches deep.The feed tubes are 24 inches long with an
formulation having Compatible dimensions for use in the outside diameter of 3112 inches.Each tube holds 29
EIC Model 200 Tablet Feeder. SANURIL tablets which measure 2-518 inches in diameter
For drinking water chlorination, Model 200 is used in and are 13/16 inch thick. Inlet and outlet size is 4 inches in
9 diameter.
conjunction with the EIC AQUAWARD®chlorinating
tablets.The AQUAWARD tablets are a calcium
hypochlorite based formulation also having dimensions
compatible for use in the EIC Model 200 Tablet Feeder.
This system is ideal for open channel flow operation and/or
remote Installations where other methods of disinfection
are not practical or economical.For additional information
and literature on the D-CHLOR and AQUAWARD Systems,
please contact the Chemicals Sales Department.
1110 Industrial Boulevard Sugar Land,Texas 77478
Telephone: [phone] or 281 240 6770
Fax: [phone] • e-mail: dvega@severntrentse"lces.com
OcWW Ivor

D-Chlor Tablets
Tablet Specifications
Active Ingredient Sodium sulfite(Na2SO3)
-----81-.-3%plus moisture- -- --- - -. - -
Inert Ingredients: 18.7%
Size: 2 5/8"diameter x 13/16"thick
Color: Pale Green
Weight: 140 grams,approximately
Density: 2.0 grams/cc,approximately
Applications
For the treatment of:
• Wastewater
• Cooling towerwater
• Tap water
• Pretreatment for ion exchange or
reverse osmosis
• Any process water where the presence of chlorine
or oxidizers is undesirable due to corrosion,
oxidation or biological hazards. 4'y
Removal of chlorine or oxidizer originating from:
• SANURIL®tablets
• AQUAWARD®tablets
• Sodium hypochlorite solution
• Calcium hypochlorite solution .
• Chlorine gas
Equipment
Safety and Handling
For optimum performance,D-CHLOR tablets should only
be dispensed in any of STS tablet feeders.Model 1000 or Not rated as hazardous substance by the EPA
1001 tablet feeders can individually handle up to 50,000 Unused material not designated a hazardous waste by
gallons per day or 100,000 gallons per day when two are RCRA ,
installed in parallel. Larger capacities can be treated by • Not rated hazardous by DOT
using a by-pass arrangement.Smaller capacities can be Store in a cool,dry place away from acids and
handled with models 100,200,and A-200. oxidizers
STS tablet feeders require no electricity,have no moving • Do not allow this product to come in contact with
parts to wear out,and no metal parts to corrode.STS chlorination tablets,granules,or pellets
guarantees its tablet feeders for ten years. Wash hands after handling

Field Test Data Reaction Chemistry
Test 1: Generation of acidity(H+)and lowering of pH can be
16,000 GPD extended aeration/sand filter wastewater avoided by chlorinating with calcium hypochlors and
treatment plant, 1-35 GPM range. 13 GPM average.76 dechlorinating with sodium sulfite.These represent the
days of operation. active ingredients in SANURIL 115 tablets and D-CHLOR
Inlet Outlet tablets.
Residual Cl. ...................2.9 mg/1 0.0 mg/1 SANURILID-CHLOR:
Dissolved 02_ ,,,_ ....6.6 mgll _6.0mg/1_ Ca(OCI)2+_2 Na2 SO 2 Na2 SO4+CaC12
BODE .... ..' . <5.0 mg/I - <5.0 mg/1 compared to
Fecal Coll . . . . . . . . . . . . .<2.9/100 ml <2.9/100 ml Cl2 gas/SO2 gas:
PH . . . . . . . . . . . . ... . . . . . . . . . . .6.9 6.9 C12+2 H20+S02 4H++2C1-+SO4-2
Test 2: Sodium sulfite reacts immediately with and eliminates free
400,000 GPD Contact stabilization wastewater treatment available chlorine.
plant, 38-110 GPM range.71 _GPM average.74 days of The reaction rates of sodium sulfite with certain organic
operation. chloramines are quite slow in some cases compared to
Inlet Outlet those of inorganic chloramines
Residual Cl2 ...................1. mg/1 0.0 mg/1 In general,two parts of sodium sulfite will react completely
Dissolved 02 ................ 10.6 mg/1 10.4 mg/1 BODE ....................... <5.0 mg/1 <5.0 mg/1 with one part of free or combined chlorine.
Fecal Coll . . . . ... .. . .. .<2.9/100 ml <2.9/100 ml
PH . . .. . . . . . . . . . . . . . . . . . . . . . .7.6 7.6 Biological Consideration-FreshwateP
Acute studies-dechlorination substantially reduced,and
THM (Trihalomethane) Reduction in most cases,eliminated chlodne-induced modality in
chlorinated surface waters and secondary domestic
D-CHLOR controls and limits THM formation sewage effluent.
Dechlodnation following chlorine disinfection(one half hour Chronic studies-dechlodnation eliminated adverse effects
contact time)reduces THM formation by an order of of chlorine on survival and growth of organisms in 100%
magnitude. chlorinated secondary domestic sewage.
Data: 0.5-4.0 mg/1 chlorine residual Decreases in dissolved oxygen and pH have been reported
Allowed Reaction in studies using chlorinated secondary domestic sewage
Time with Chlorine Resulting TTHM- after sulfur dioxide was added in excess of mg/l.No
Prior to Dechlorination Concentration changes In dissolved oxygen were reported in a similar
30 minutes 9 ppb study with excess sulfite up to 9.5 mg/1.
5 hours 27 ppb
10hours 45 ppb - BiologicalConsiderations-Saltwater"
20 hours 64 ppb Acute studies-limited data indicate that dechlorination
30 hours 82 ppb substantially reduces chlorine-induced oxidant toxicity.
40 hours 91 ppb Chronic studies-Dechlorination substantially reduces and
50hours 100 ppb or eliminates mortality in American lobster larvae(1 9-day
60 hours 109 ppb exposure)and juvenile American oysters(exposures up to
`TTHM-Total Tdhalomethanes 32 days).
No studies showed any reduction in dissolved oxygen or
Source of Information: pH as a result of dechlorination.
EPA reports 600/2-81-156 and 600/2-80.091 *Source of Information-John Hopkins University Dechlorination Study
1110 Industrial Boulevard - Sugar Land,Texas 77478
Telephone: [phone] or 281 240 6770
Fax: [phone] • e-mail:
[e-mail]
cUso 1=2

FJILE V
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION
September 12, 2012
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7010 1870 0003 0874 9315
Donna Stout, Owner
2 W Main St
Brevard, NC 28712
Subject: NOTICE OF VIOLATION/RECOMMENDATION FOR
ENFORCEMENT
Compliance Evaluation Inspection
NOV-2012-PC-0310
Cedar Mountain Business Park
Permit No. NCG551275
Transylvania County
Dear Ms. Stout:
Enclosed please find a copy of the Inspection Report from the inspection conducted 2012-09-05. The
Compliance Evaluation Inspection was conducted by Kevin H Barnett of the Asheville Regional Office. The
treatment facility was found to be in violation of permit NCG551275 for the following:
Other compliance issues found during the inspection are:
Inspection Area Compliance Issue
De-Chlorination Unit The de-Chlorination unit was found to be without de-chlorination
tablets. The de-Chlorination unit is installed in such a way that it
can, and likely is, intercepting stormwater runoff, which can result in
accelerated use of de-Chlorination tablets.
Please refer to the enclosed Inspection Report for any additional observation and comments.
The above referenced violation was previously documented in the July 27, 2007 and January 20, 2010
inspection reports. You must submit a corrective action plan, in writing, to the inspector's attention, at the
letterhead address no later than October 1, 2012, along with a timeline for implementation, which must be
completed, no later than November 1, 2012.
SURFACE WATER PROTECTION SECTION-ASHEVILLE REGIONAL OFFICE
2090 U.S.Highway 70,Smhranoa,NoAh Carolina 28779 One
Phone.[phone] FAX [phone] Np_Pt11Carohna
Internet www.ncwI Affix ali orr
kil /�/�r Fumilly
In Equal O%we.nmatefinnalie Action Employer [[[��� ��YKb LK{{

Cedar Mountain Business Park ,
September 12,2012
Page.2
The Asheville Regional Office is considering preparation of an enforcement action for the violation of permit
conditions. If you should have any questions, please do not hesitate to contact Kevin Barnett at 828/296-
4500, ext. 4657.
Sincerely,
Chuck Cranford, Regional Supervisor
Surface Water Protection
Attachment
cc: WQ Central Files w/attachment
Charles Weaver w/attachment
S:\SWP\Transylvania\Wastewater\General\NCG55 SFR\Sm'S NCG55\Cedar Mtn BP\N0V2012P00310.cE1.doc
I
�I

United steps ion Agency
ixtington, 20460 Donn
App. oed.
EPA BNo 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding(i.e.,PCS)
Transaction God. NPDES yr/mo/day Inspection Type Inspector Far Type
1 Ind 2 J 31 NCG551275 Ill 121 12/09/05 117 181 rj 1911S 20L I
Reak
2111 1 1 Jill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1m1 1s1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1
16
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 CIA ----------------------Reserved------------------
671 169 701 +t 711ni1 721J 73w7a 751 I I I I I60
U LJ Section B: Facility Data
Name antl Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
Cedar Mountain Business Park 10:30 AM 12/09/05 07/08/01
US Hwy 27611559 Greenville Hwy Exit Time/Date Permit Expiration Date
Cedar Mountain NO 28718 10:45AM 12/09/05 12/07/31
Names)of Onside Representative(s)/Tides(s)/Phone and Fax Number(s) Other Facility Data
1/1
Name,Address of Responsible Official/Title/Phone and Fax Number
Donna Stout,2 W Mein St Brevard NO 28712//828-877-3530/ ContactedNo
Section C: Areas Evaluated During Inspection Check only those areas evaluated)
Operations&Maintenance 0 Facility Site Review E 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 Inspectors) Agency/Office/Phone and Fax Numbers Date
Kevin H Bernell ARO WQ//828-296-4500 Ext.46571 // 9
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# 1

NPDES yr/mo/day Inspection Type =
3I NCG551275 12, 12/09/05 I17 181 1
Section D: Summary of Finding/Comments(Attach additional sheetsof narrative and checklists as necessary)
Facility marginally maintained.
Cl present (tablets jammed up in tube).
deCl not present. deCl contact chamber flush with ground, intercepting surface water. NOV in 2006 and
2010 for this issue.
Discharge overgrown.
t
Page# 2

Permit: NGG551275 Owner-Facility: Cedar Mountain Business Park
Inspection Date: 0 910 5/2 01 2 Inspection Type: Compliance Evaluation
Operations &Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? D ■ D D
Does the facility analyze process control parameters,for ex:MILES, MCRT, Settleable Solids,pH, DO,Sludge 0 0 0 ■
Judge,and other that are applicable?
Comment: CL present, no deCl present
Effluent Pipe Yes No NA NE
Is right of way to the ouffall properly maintained? Duo ❑
Are the receiving water free of foam other than trace amounts and other debris? ■ 0 D D
If effluent (diffuser pipes are required) are they operating.properly? 0 D in ❑
Comment: outfall overgrown, not maintained.
Page# 3

NCDETVR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H.Sullins Dee Freeman
Governor Director Secretary
January 20, 2010
Donna Stout
2 West Main St
Brevard NC 28712
Subject: NOTICE OF VIOLATION
NOV-2010-PC-0038
Compliance Evaluation Inspection
Cedar Mountain Business Park
Permit No. NCG551275
Transylvania County
Dear Ms. Stout:
Enclosed please find a copy of the Inspection Report from the inspection conducted 2009-12-17. The
Compliance Evaluation Inspection was conducted by Keith Haynes of the Asheville Regional Office. The
treatment facility was found to be in violation of Permit NCG551275 for the following:
Inspection Area Compliance Issue
De-chlorination Unit There were no tablets in the unit. The cover on the dechlor unit does
not fit properly, thus allowing run-off from rain to enter the unit and
probably dissolving the tablets too quickly. This problem should be
corrected.
Please refer to the enclosed Inspection Report for any additional observation and comments.
To prevent further action, carefully review this violation and respond in writing to this office within fifteen (15)
working days of receipt of this letter. You should address the causes of noncompliance and all actions taken to
prevent the recurrence of similar situations. If you should have any questions, please do not hesitate to
contact Keith Haynes at 828/296.4600.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Attachment
cc: WQ Central Files w/attachment
ARO
SURFACE WATER PROTECTION—ASHEVILLE REGIONAL OFFICE _�p
Location:2090 U.S.Highway 70,Swannanoa,NC 28778 j Oe L'arO11Ra
Phone:[phone]\FAX:[phone]\Customer Service: 1-877-623-5748
Internet:www.nmatercualityent S:\SWP\Transylvania\WastewateAGenemhNCG55 SFR\SFR's NCG55\CedarA NatmAzliff
BP\CEINOV2010pc0038.doc

United Stelae Eavlmnmenlel Protection Agency Form ApproVetl.
EPA Washington,D.C.20460 OMB Na.2040-0057
Water Compliance Inspection Re ort Approval explres8-31-98
Section A: National Data System Coding(i.e.,PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fee Type
1 N 2 151 31 NCc55127$ 111 121 09/12/17 17 181 rl 7g1cl 20 I
LJ LJ l Remarks LJ rJ L-.J
211111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIS
Inspection Won,Days Facility Self-Monitoring Evaluation Rating Dt CA --------------------Reserved------------------
87 ty
LJ�69 701 711 I 721 N 731 I 174 75I I I I I I I 1 80
Section B: Facility Data LJ LLJ
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also Include Entry TimelOate Permit Effective Date
POTW name and NPDES permit Number)
Cedar Mountain Business Park 10:45 AM 09/12/17 07/08/01
US Hwy 276 11559 Greenville Hwy Exit Time/DaW Permit Expiration Date
Cedar Mountain NC 2B718 11:05 AM 09/12/17 12/07/31
Mantels)of Castle Representative(s)/fitles(s)IPhone and Fax Numbers) Other Facility Data
Name,Address of Responsible Of8clanitle/Phone and Fax Number
Donna Stcut,2 W Main St Brevard NC 29712//828-077-3530/ Contacted
No
Section C: Areas Evaluated Diming Inspection(Check only those areas evaluated
Permit ■Operations&Maintenance E Facility Site Review E Effluent/Receiving Waters
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s)and Signatu,,�,,re(s)of lnspectons) Agency/Office/Phone and Fax Numbers Date
Keith Havre ARO WQ//828-296-4500/
lq lb
Signature of Management 0 A Reviewer Agency/Office/Phone and Fax Numbers Date
Roger C Edwards`R&l ARO WQ//B2B-296-4500/ V-2 CIA 610
EPA Form 3560-3(Rev 9.94)Previous editions are obsolete. r
Page# 1

NPGES yr/molday Inspection Type
3I NCG551275 I11 12t 22/12/17 Itl l
18U
Section 0' Summary of Finding/Comments(Attach additional of narrative and checklists as necessary)
Please note areas of concern in the report. The dechlor unit cover should be repaired and the unit then
adequately maintained.
Iil
Page# 2

n n
Permit: NCG551275 Owner-Facility: Cedar Mountain Business Park
Inspection Date: 12117aOD9 Inspection Type: Compliance Evaluation
Operations&Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ 0 0
Does the facility analyze process control parameters,for ex: MLSS,Ml Settleable Solids,pH,DO,Sludge 0 0 IF ❑
Judge,and other that are applicable?
Comment:
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the pefmittee submitted a new application? ❑ 0 Is ❑
Is the facility as described in the permit? ■ 0 0 ❑
#Are there any special conditions for the permit? 0 0 Is ❑
Is access to the plant site restricted to the general public? ❑ Is 0 0
Is the inspector granted access to all areas for inspection? In 0 0 0
Comment: Site is behind the buildings and is not fenced. Some of the distribution
lines need to be covered with gravel.
Disinfection-Tablet Yes No NA NE
Are tablet chlorinators operational? ■ 0 0 ❑
Are the tablets the proper size and type? ■ 0 0 Cl
Number of tubes In use? 2
Is the level of chlorine residual acceptable? ❑ 0 0 ■
Is the contact chamber free of growth,or sludge buildup? ❑ 0 In ❑
is there chlorine residual prior to de-chlorination? ■ ❑ ❑
Comment:
De-chlorination Yes No NA NE
Type of system? Tablet
Is the feed ratio proportional to chlorine amount(1 to 1)? ❑ ■ 0 Cl
Is storage appropriate for cylinders? ❑ 0 In ❑
#Is de-chlorination substance stored away from chlorine containers? In 0 0 0
Comment:
Are the tablets the proper size and type? 130 Cl ■
Are tablet de-chlorinators operational? Cl ■ D 0
Number of tubes in use? D
Page# 3

Permll: NGG551275 Owner-Facility: Cedar Mountain Business Park
Inspection Date: 12H712009 Inspection Type: Compliance Evaluation
De-chlOrinstlon Yee No NA NE
Comment: There were no tablets in the unit. The cover on the dechlor unit does not fit
properly,thus allowing run-off from rain to enter the unit and probably dissolving the
tablets too quickly. This problem should be corrected.
Page 9 4 _ _

2....,,,, ,,,,
A & D
Maintenance,
P.O. Box M aintenan ce, Inc.
1407Pi;6ahF„re`s-t,' C28768 _ . 88-,8894'-,97,
72 // Fax [phone]
March 5 2007
Mr. Roger Edwards ( K��� �
Division of Water Quality �\
Swar Hwy 70
Swan V /
nanoa, NC 28778 (//
RE: NOV 2006-PC-0486
Dear Mr. Edwards,
Donna Stout has contracted with A&D Maintenance, Inc. to manage this facility. A&D
began adding Cl2 & De Cl2 to the tablet feeders in November 2006.
We will be checking this facility weekly unless instructed differently by Ms. Stout.
Please contact my office if you need more information.
Sincerely,
4§
Aubrey L. Deaver
CC: Donna Stout
MAA - 7 2007
C

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley,Governor William G. Ross,Jr.,Secretary
Coleen H. Sullins, Director
July 27,2007
Donna Stout
2 West Main Street
Brevard,NC 28712
Subject: Renewal of coverage/General Permit NCG550000
Cedar Mountain Business Park
Certificate of Coverage NCG551275
Transylvania County
Dear Permittee:
In accordance with your renewal application [received on January 29,20071,the Division is renewing
Certificate of Coverage(CoC)NCG551275 to discharge under NCG550000. This CoC is issued pursuant to the
requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection agency dated May 9, 1994 [or as subsequently amended].
If any parts,measurement frequencies or sampling requirements contained in this General Permit are
unacceptable to you,you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made,the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Asheville Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Quality or permits required by the Division of Land Resources,Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning the requirements of the General Permit,please contact Toys.
Fields [919 733-5083,extension 551 or [e-mail] or Susan Wilson [919 733-5083,extension 510
or susan.a.wilson@ncri l.netl.
Sincerely,
for Coleco H. Sullins
I�ee Central Files 4 I I I
Asheville Regional Office/Surface Water Protection ` I�1 I ��� 1, 1 7007
NPDES file - - _— - — ^'I
V�AI FR CUAI ITY SI"CTIOPoII
ASHGVILI F FlEGIOiJNL OFFICE.
Raleigh,W7 Mail Serves Center,
512 5 North Salisbury
NorthCarolina
a }rt hCarolri�a
Phone 91733-5 Street,/FA9f9733 Internet:wwnwater ualf .or9
An Equal Opportunity/Affirmative Action Employer-50%Recycled /Past Consumer Paper aatAll
,

i
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG551275
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS 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,
Donna Stout
is hereby authorized to discharge domestic wastewater [990 GPD] from a facility located at
Cedar Mountain Business Park
Cedar Mountain
Transylvania County
to receiving waters designated as Little River(Cascade Lake) in subbasin 04-03-01 of the
French Broad River Basin in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage shall become effective August 1, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 27, 2007.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
i
i

PIMA
AA
NCDENR
North Carolina Department of Environme .,and Natural Resources
Division of Water Quail tg
Michael F. Easley, Governor 5 —.William G..Ross Jr S cretary
C(, A�kn 1._I(I,h1eK P 1Director
January 9, 2007
R
— -_.
J0 1 6 2007
Donna Stout
2 W Main St
Brevend, NC 28712 It wear-rj c u l r cn r�
V Fl ICVII_ E
t
Subject: Renewal] oticel,.Cretal�,Perntxt,li.TSw'.6vEa5Q.0A0
Certificate SfCoverage NCG551275
Transylvania County
Dear Permittee:
You are receiving this notice because you currently own a property covered under the subject
General Permit for the discharge of domestic wastewater. NCG550000 will expire on July 31, 2007.
Federal (40 CFR 122.41) and North Carolina(15A NCAC 2H.0105(e))regulations require
that permit renewal applications be filed at least 180 days prior to expiration of the current permit.
To satisfy this requirement, the Division must receive a renewal request postmarked no later than
February 1. 2007.
The Certificate of Coverage (CoC) specific to your property was last issued on January 28,
2005. The Division needs information from you to determine if coverage under NCG550000 is still
necessary.
➢ If your property still has a wastewater system like the ones described in the enclosed
Technical Bulletin, you must renew the subject CoC. Complete the enclosed form and
submit it to the address on the form.
➢ If you are not sure what type of system your property has, contact Keith Haynes in the
NC DENR Asheville Regional Office at. That person [or other staff members] can help
you determine if you should renew your CoC.
➢ If you know that your property no longer discharges wastewater, contact me at the
address or phone number listed below to request rescission of the CoC.
➢ This information request does not pertain to the Annual Fee of$50.00 billed
se,parately by the Division's Budget Office. No money is required for this
,procedure. The Annual Fee is like the fee you annually pay the DMV for the sticker on
your vehicle's license plate. Renewal of your CoC is like the renewal of your Driver's
License (ca. every five years].
➢ If you have already mailed a renewal request,you may disregard this notice.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
512 North Salisbury Street,Raleigh,North Carolina 27604 None Cal'Olina.
Phone: [phone],extension 511/FAX [phone]/[e-mail] "
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper Naturally`N��/y

NOG551275 renewal notice
January 9,2007
The attached application form shows the information the Division has on file for your
property. Please verify that the provided information is correct, or make corrections on the form.
Complete the additional questions, then sign and date the form.
The completed form should be submitted to the address listed below the signature block.
If you have any questions concerning this matter, please contact me at the telephone number
or e-mail address listed below. (If it is difficult to reach me, please be aware that your facility is one
of over 1100 that I am contacting regarding the renewal of NCG550000.)
Thanks for your attention to this matter.
Sincerely,
� Val
Charles H.Weaver, Jr.
NPDES Unit
cc: Central Files
Asheville Regional Office/Keith Haynes!
NPDES file
it
it

\n�ATF ryJ m G R hael F ���"""aaasssleN Governor
ju Secretary
G Narth Carolina Depattm t'b'f Env nm 4�N feral Resources
AIsriW Kiimek'Pe.Director
> ri Division of Water Ouallty
O Y
Asheville Regional Office
SURFACE WATER PROTECTION
November 3, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7005 0390 00013553 1909
Donna Stout
2 W Main St
Brevard NC 28712
Subject: NOTICE OF VIOLATION
NOV-2006-PC-0486
Compliance Evaluation Inspection
Cedar Mountain Business Park
Permit No. NGG551275
Transylvania County
Dear Ms. Stout:
Enclosed please find a copy of the Inspection Report from the inspection conducted on
October 31, 2006. The Compliance Evaluation Inspection, was conducted by Keith Haynes and
Larry Frost of the Asheville Regional Office. The treatment facility was found to be in violation of
Permit NCG551275 for the following:
Inspection Area Compliance Issue
Disinfection There were no chlorine tablets in the chlorinator.
De-chlorination There were no dechlorination tablets in the tubes.
Please refer to the enclosed Inspection Report for any additional observation and comments.
To prevent further action, carefully review these violations and deficiencies and respond in
writing to this office within fifteen (15)working days of receipt of this letter. You should address the
actions taken to prevent the recurrence of similar situations. If you should have any questions,
please do not hesitate to contact Mr. Haynes at 828/296-4500.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection
cc: WQ Central Files w/ attachment
ARO w/ attachment
Enforcement w/ attachment
\— 2090US.Highway70,Swannenoa,N,C.28778 Telephone:[phone] FAX: 828n99-7043 Customer Service:977/623-6748 No hCarolina
�lJllllr[((j/

Uniletl Sbi Envirorrearal Protei Agency Form Approved.
EPA Washmgion.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 ydmo/day Inspection Type Inspector Fac Type
1 I xI 2 � 31 NCG551275 I11 121 o6/10/31 11] 181r1 19I ,I 201 I
t- Remarks J U J
211111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIB
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 CA -----------------------Reserved-------------------
6] I69 701 LJ J
711 721..j 731 174 75) I I 80
Section B: Facility Data L
Name and Location of Facility lnapected(For industrial Users discharging to POri also include Entry TlmelDate Permit Effective Date
W POT name and NPDES permit Number)
01:30 PM 06/10/31 05/Ol/28
Cedar Mountain easiness Park
n5 Hwy 216 11559 Gieenviria Hay Exit Time/Da1e Permit Expiration Date
Cedar Mountain NC 28718 01:45 PH 06/10/31 07/09/31 {
Names)of Onsite Represenlative(s)Rltles(s)/Phone and Fax Numbers) Other Facility Data
Name,Address of Responsible O(gclal/TlllelPhone and Fax Number
Donna Btout,2 W Ftain et Brevard NC 28712//828-877-353U/ COOIaC1etl
No
Section C: Areas Evaluated During Inspection(Check only those areas evaluated)
Operatidns&Maintenance 0 Facility Site Review 0 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/OfficelPhone and Fax Numbers Date
carry Frost ARo W4//820-296-4500 ezt.4658/
Keith Baynes PRO Wp//82B-296-450U/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
Ra4er C Etlxae<i.3 PRO Pro//020-296-4500/
EPA Farm 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yrlmolday Inspection Type ` 1
3� NCG551275 14 12L 06l1.0/ 11 117 18U
Section D: Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
The sand filter system needs maintenance as noted in the previous section.
j
Page# 2
l

Permit: NCG551275 Owner-Facility: Cedar Mountain Business Park
Inspection Date: 1013112006 Inspection Type: Compliance Evaluation
erp ationa &Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? Cl ■ 0 ❑
Does the facility analyze process control parameters,for ex:MLSS, MCRT,Settleable Solids,pH, DO,Sludge 0 0 ■ 0
Judge,and other that are applicable?
Comment: The gravel covering the sand filter needs to be leveled and vegetation
removed. It is possible that more gravel will need to be added.
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained? In 0 0 0
Are the receiving water free of foam other than trace amounts and other debris? ■ 0 0 0
If effluent (diffuser pipes are required) are they operating properly? Cl Cl Is ❑
Comment: There was no discharge at the time of the inspection.
Disinfection-Tablet Yes No NA NE
Are tablet chlorinators operational? ❑ Is Cl ❑
Are the tablets the proper size and type? 0 0 ■ ❑
Number of tubes in use? c
Is the level of chlorine residual acceptable? ❑ ■ 0 0
Is the contact chamber free of growth,or sludge buildup? 0 0 ■ ❑
Is there chlorine residual prior to de-chlorination? - ❑ ■ 0 ❑
Comment: There were no chlorine tablets in the chlorinator.
De-chlorination Yes No NA NE
Type of system? Tablet
Is the feed ratio proportional to chlorine amount(1 to 1)? ❑ ■ 0 ❑
Is storage appropriate for cylinders? ❑ 0 ■ ❑
#Is de chlorination substance stored away from chlorine containers? ❑ 0 ■ ❑
Are the tablets the proper size and type? ❑ ■ 0 ❑
Comment: No tablets
Are tablet de-chlorinators operational? ❑ ❑ ❑
Number of tubes in use? e
Comment: There were no dechlorination tablets in the unit.
Page# 3

���Q WAf���G � � Michael F.Easley,Governor
State of North Carolina
y William G.Ross,Jr.,Secretary
� i" Department of Environment antl Natural Resources
p � - Alan W.Klimek,P.E.,Director
November 3,2004
Mark Brooke,P.E.
Brooks &Medlock Engineering,PLLC
17 Arlington Street
Asheville,North Carolina 28801
Subject: Application Acknowledgement
General Permit Coverage
COC# NCG551275
Dear Mr.Brooke,
The Division of Water Quality received your application for coverage under General Permit
NCG550000. The application has been assigned to Toya Fields with the NPDES unit.We are
reviewing your application and will contact you if additional information is needed to process your
application. By copy of this letter,we are also requesting a Staff Report from the Asheville Regional
Office. If you have any questions concerning your application,please contact me at telephone
number 919-733-5083,extension 551 (e-mail:[e-mail]).
Sincerely,
4LeToeld�'
NPDES Unit
cc: Asheville Regional Office,Water Quality(with copy of application package)
NPDES General Permit File
p pp 1
��ILII�
2004
o N
_71
oNL o 7_
North Carallna Oivislon of Water Quality [phone]
1617 Mail Service Center FAX[phone]
P nlei9h,Nnrth Carolina 27699-1617 On the Internet at http://h?o,enr.state.nc os/