NC0075647_Complete File_20160615

PAT MCCRORY
Kf
`�. p
a
C DONALD R. VAN DER VAART
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
CERTIFIED MAIL ITEM 7003 2260 0005 5380 8245 - RETURN RECEIPT REQUESTED
June 15, 2016
Mr. Leonard Schroader
Hidden Gap Mobile Home Park
P.O. Box 226
Dana, North Carolina 28724-0226
Subject: Expiration of NPDES Permit NCO075647
Hidden Gap Mobile Home Park WWTP
Henderson County
Dear Mr. Schroader:
The subject permit was issued to you in May 2011. The permit expired on November 30, 2015.
To date, the Division has not received a renewal application. Federal (40 CFR 122.41 (b)) and state
(15A NCAC 2H.0105 (e)) regulations require that permit renewal applications be filed at least 180
days prior to expiration of the current permit. The renewal application was due to the Division no
later than June 3, 2015.
Please note that permit NCO075647 has expired, and cannot be renewed. If you wish to discharge
wastewater in the future, you must first apply for and obtain a new NPDES permit
If you have questions concerning the permit application process, please contact me at the
telephone number listed at the bottom of this page, or via e-mail [e-mail]].
Sincerely,
Jennifer Busam
NPDES Unit
cc: Central Files
NPDES Unit
Asheville Regional Office / Landon Davidson
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6393 919-807-6389 FAX
https://deq. nc.gov/aboutldivi sions/water-resources/water-resources-permits/wastewater-branchlnpdes-wastewater-permits

t^4-omp&te items 1, 2, and 3. Also complete
4 if Restricted Delivery is desired.
■': t nt your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
Mr. Leonard Schroader
Hidden Gap Mobile Home Park
PO Box 226
Dana, NC 28724-0226
A. Signature
❑ Agent
X dressee
B. eceived by (Printed Name) C. Date of Delivery
D. Is delivery address different from item 1? 0 Yes
If YES, enter delivery address below: _No
3. Service Type
❑ Certified Mail® ❑ Priority Mail Express-
0 Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. A.:-,,, —.....l_-
7003 2260 0005 5380 8245
PS Form 3811, July 2013 Domestic Return Receipt

Water Resources
ENVIRONMENTAL OVALITY
PAT MCCRORY
DONALD R. VAN DER VAART
Secretory
S. JAY ZIMMERMAN
Director
CERTIFIED MAIL ITEM 7013 2630 0001 8998 4476- RETURN RECEIPT REQUESTED
March 10, 2016
Mr. Leonard Schroader
Hidden Gap Mobile Home Park
P.O. Box 226
Dana, North Carolina 28724-0226
Subject: Expiration of NPDES Permit NCO075647
Hidden Gap Mobile, Home Park WWTP
Henderson County
Dear Mr. Schroader:
The subject permit was issued to you in May 2011. The permit expired on November 30, 2015.
To date, the Division has not received a renewal application. Federal (40 CFR 122.41 (b)) and state
(15A NCAC 2H.0105 (e)) regulations require that permit renewal applications be filed at least 180
days prior to expiration of the current permit. The renewal application was due to the Division no
later than June 3. 2015.
We understand that you are currently not discharging at the site of the proposed facility. If you no
longer need the permit, please notify us in writing requesting us to rescind the permit.
If you wish to renew the permit, respond to this notice no later than March 24, 2016. Complete the
enclosed application form and return it to my attention at the address listed below. If you have
questions concerning the permit application process, please contact me at the telephone number
listed at the bottom of this page, or via e-mail ([e-mail]].
Sinc y,
7
Jennifer Busam
NPDES Unit
cc: Central Files
NPDES Unit
Asheville Regional Office / Landon Davidson
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6393 919-807-6389 FAX
https://deq.nc.govlaboutldivisions/water-resourceslwater-resources-permitslwastewater-branchlnpdes-wastewater-permits

■ Complete items 1, 2, and 3. Also complete A. Signature
item 4 if Restricted Delivery is desired. X
■ Print your name and address on the reverse
so that we can return the card to you. Re 'ved by
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: D. Is deli address different from item 1?
If YES, enter delivery address below:
Mr. Leonard Schroader
Hidden Gap Mobile Home Park
PO Box 226
Dana, NC 28724-0226
2. Article Number
(Transfer from service
❑ Agent
Date of Deli
AS
❑ Yes
XNo
3. Service Type
❑ Certified Mail® ❑ Priority Mail Express-
0 Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? (Extra Fee) ❑ Yes
7013 2630 0001 8998 4476
PS Form 3811, July 2013 Domestic Return Receipt

VI: "'
Weaver, Charles
From: Kinney, Maureen
Sent: Wednesday, January 06, 2016 11:39 AM
To: Weaver, Charles
Subject: FW: NCO075647 Hidden Gap - No ORC
Hi Charles!
Here is a follow upto an email you sent me before the holidays.
Maureen
From: Cantwell, Jahet
Sent: Wednesday, January 06, 2016 11:16 AM
To: Kinney, Maureen <[e-mail]>
Cc: Sledge, Bob <[e-mail]>; Wiggs, Linda <[e-mail]>; Heim, Tim
<[e-mail]>
Subject: RE: NCO075647 Hidden Gap - No ORC
Hi Miss Maureen--TThis facility has not been built. I talked with the owner's son who stated his father wanted to keep
the permit in the event that he will build the WWTP someday. I did go by there on 9/16/15 to make sure nothing was
there and did count it as an "inspection."
Thanks for catching the ORC thing ---it's always good to check up on those, though in this case no ORC is needed yet.
Thanks ---Janet
Janet Cantwell
`s
Environmental Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division`of Water Resources
828-296-4500 Office
828-299-7043 Fax
Email: janet.cantvuell a ncdenr.Qov
2090 US Highway 70
Swannanoa, INC 28778-8211
'"Nothing Compares
E-mail correspondence to and from this address may be subject to the
North Carolina Puglic Records Law and may be disclosed to third parties.
From: Kinney, Maureen
Sent: Wednesday, January 06, 2016 11:05 AM
To: Cantwell, Janet <[e-mail]>

Cc: Sledge, Bob <[e-mail]>
Subject: NCO075647 Hidden Gap - No ORC
Janet,
According to BIMS there is no ORC listed. I noticed you were the last inspector there.
Any insight??
Thank you,
Maureen
NORTH CAROLINA
41OPERATOR
4111rlr CERTIFICATION
Mau,re 4vVn —y
NC DEQ— Division of Water Resources
Extension Education & Training Specialist
Mailing Address: 1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Physical Address: 512 N. Salisbury Street, Raleigh, NC 27601
PH:919-707-9038 FX:919-715-2726
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.

ARA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 9, 2011
Leonard Schroader, Owner
Hidden Gap Mobile Home Park
P.O. Box 226
Dana, North Carolina 28724-0226
Dee Freeman
Secretary
Subject: Issuance of NPDES Permit
NCO075647 — Class II
Hidden Gap Mobile Home Park WWTP
Locust Creek Lane, Hendersonville
Henderson County
Dear Mr. Schroader:
The Division of Water Quality (the Division) hereby issues the attached NPDES permit for the
subject facility. We issue this permit pursuant to the requirements of North Carolina General Statute
143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated October 15, 2007, or as subsequently amended.
The Division understands that you have made no significant alterations to your proposed
wastewater treatment facilities as authorized, and have yet to begin discharging. Based on your
renewal application received March 28, 2010, we have therefore made only minimal changes to
your previous permit by updating your facility map and treatment -component description. We have
also updated your effluent monitoring page by adding parameter codes to clarify analytical
methods, consistent with permits statewide. We have also added a footnote regarding compliance to
Total Residual Chlorine [see Permit Section, A. (1)].
Impaired Receiving Stream. Please note that your receiving stream, Devils Fork, is listed as an
impaired waterbody on the North Carolina 303(d) Impaired Waters List. Addressing impaired
waters is a high priority with the Division, and instream data will continue to be evaluated. If there
is noncompliance with permitted effluent limits and stream impairment can be attributed to your
facility, then mitigative measures may be required.
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable, you have the right to an adjudicatory hearing, upon written request submitted within
thirty (30) days after receiving this letter. Your request must take the form of a written petition
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 one
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 NorthCarolina
Internet: www.ncwaterquality.org � j�y�� l//�
An Equal Opportunity 1 Affirmative Action Employer i/ ►atL

conforming to Chapter 150B of the North Carolina General Statutes, and you must file it with the
office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Unless such a demand is made, this permit shall be final and binding.
This permit is not transferable except after notifying the Division of Water Quality. The Division
may require permit modification, or revocation and re -issuance. Please note that this permit does
not affect your legal obligation to obtain other permits required by the Division of Water Quality,
the Division of Land Resources, the`Coastal Area Management Act, or other federal or local
governments.
If you have questions, or if we can further assist you, please contact Joe Corporon at
[ioe.corporon(a)ncdenr.gov] or call [phone].
Coleen H. Sullins
O�ot VIA
TFS,oG
h r
Enclosure: NPDES Permit NCO075647 (FINAL) o
hc: Central Files
NPDES Program Files
ARO/SWPS, Attn: Roger Edwards
ec: CG&L Attn: Kim Colson
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6743 NOf ffiCarohna
Internet: www.ncwaterquality.org a ������ //I
An Equal Opportunity 1 Affirmative Action Employer � �/ "UU

Permit NC0075647
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Leonard Schroader
is hereby authorized to discharge wastewater from a facility located at the
Hidden Gap Mobile Home Park
Locust Creek Lane, Hendersonville
Henderson County
to receiving waters designated as an unnamed tributary to Devils Fork in the French Broad River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts
I, II, III and IV hereof.
This permit shall become effective June 1, 2011.
This permit and authorization to discharge shall expire at midnight on November 3 0, 2015.
Signed this day May 9, 2011.
Co H. Sullins, Director
DI;r1sion of Water Quality
By Authority of the Environmental Management Commission

Permit NCO075647
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Leonard Schroader
is hereby authorized to:
1. begin operating a 0.020 MGD,100% domestic wastewater treatment system consisting of:
• influent lift station
• aeration basin
• clarifier
• chlorine contact chamber with tablet chlorinator
• tablet dechlorinator
• sludge holding tank
• gravity outfall line
located at the Hidden Gap Mobile Home Park, Locust Creek Lane in Henderson County, and
2. after receiving an Authorization to Construct (AtoC) permit from the Division of Water Quality's
Construction Grants and Loans (CG&L) for expansion above 0.020 MGD, and after completing
construction but prior to discharge, requesting Authorization to Operate by submitting to the
Division an Engineer's Certification Form testifying to treatment facilities sufficient to meet the
limits of this permit,
3. discharge from said treatment works at Outfall 001, a location specified on the attached map, into
an unnamed tributary (UT) to Devils Fork [stream segment 6-55-8-2], a waterbody currently
classified C within subbasin 04-03-02 of the French Broad River Basin.

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Leonard Schroader
Hidden Gap Mobile Home Park
State Grid / USGS Ouad: F 9 SW /Hendersonville, NC Stream Class: C
Latitude: 35.20' 03" N Loneitude: 82.24' 49" W
Receivint Stream: UTto Devil's Fork [segment 6-55-8-2] Huc: 06010105
Drainage Itasin: French Broad River Basin Sub -Basin: 04-03-02
Facility
Location
(not to scale)
North NPDES Permit NCO075647
1 Henderson County

Permit NCO075647
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expansion above
0.020 MGD, the Permittee is authorized to discharge from Outfall 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly
Daily
Measurement
Sample
Sample
[Parameter Codes]
Average
Maximum
Frequency
Type
Location '
Flow
0.020 MGD
Weekly
Instantaneous
I or E
50050
Temperature (°C)
Daily
Grab
E
00010
Total Residual Chlorine 2
28 µg/L 2
2/Week
Grab
E
50060
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
E
C0310
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
E
C0530
Dissolved Oxygen
Not < 5.0 mg/L
Weekly
Grab
E
00300
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
E
31616
pH
Not < 6.0 nor > 9.0
2/Month
Grab
E
00400
standard units
NH3 as N
2/Month
Grab
E
00610
Dissolved Oxygen
Weekly
Grab
U & D
300
LTOem:perature(°C)
Weekly
Grab
U&D
10
Footnotes:
1. E = Effluent; I = Influent; U = Upstream 50 feet above the discharge point; D= Downstream at
Tracy Grove Road
2. Total Residual Chlorine (TRC) monitoring is required only if chlorine is used by the facility. Because of
difficulty quantifying TRC in a wastewater matrix, the Division will consider all North Carolina -certified
test -method values reported below 501tg/L to be compliant with this permit. However, the Permittee shall
continue to submit all values reported above the test -method minimum detection limit, even if these levels
fall below 50µg/L.
Condition:
The Permittee shall discharge no floating solids or foam visible in other than trace amounts.

Permit NCO075647
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting until
expiration, the Permittee is authorized to discharge from Outfall 001. Such discharges shall be limited
and monitored by the Pennittee as specified below:
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly
Daily
Measurement
Sample
Sample
[Parameter Codes]
Average
Maximum
Frequency
Type
Location'
Flow
0.054 MGD
Continuous
Recording
I or E
[50050
Temperature (°C)
Daily
Grab
E
[000101
Total Residual Chlorine z
28 µg/L, 2
2/Week
Grab
E
[50060]
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
E
[C0310]
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
E
C0530]
NH3 as N [Apr01-Oct31
2.0 mg/L
10.0 mg/L
Weekly
Composite
E
[00610
NH3 as N [NovO1-Mar31]
4.0 mg/L
20.0 mg/L
Weekly
Composite
E
[00610
Dissolved Oxygen
Not < 5.0 mg/L
Weekly
Grab
E
[00300
Fecal Colifonn (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
E
31616
pH
Not < 6.0 nor > 9.0
2/Month
Grab
E
[004001
standard units
Dissolved Oxygen
Weekly
Grab
U & D
00300
Temperature (°C)
Weekly
Grab
U & D
[00010]
Footnotes:
1. E = Effluent; I = Influent; U = Upstream 50 feet above the discharge point; D= Downstream at
Tracy Grove Road.
2. Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported
below 50µg/L to be compliant with this permit. However, the Permittee shall continue to
record and submit all values reported by a North Carolina -certified laboratory (including field
certified), even if these values fall below 50 jig/L.
Condition: The Pennittee shall discharge no floating solids or foam.

NCDENR/DWQ/NPDES
32002513
Notification of Intent to issue a NPDES V\iastewater
Permit
$200.37
CERTIFICATION OF PUBLICATION
March 22, 2011
I, Jan Sullivan, affirming the following under the penalties of
perjury state:
I am employed by Times -News, a subsidiary of the New York
Times Company. Times -News, a daily newspaper of general
circulation printed and published in the city of Hendersonville,
county of Henderson, and state of North Carolina. I hereby
certify that the advertisement annexed hereto was published in
the editions of The Times -News on the following date or dates:
03/19/11
And that the said newspaper in which such notice, paper,
document, or legal advertisement was published was, at the time
of each and every publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of the General
Statutes of North Carolina and was a qualified newspaper within
the meaning of Section 1-597 of the General Statutes of North
Carolina.
This 22nd day of March, 2011.
(Signed)
Sworn to an subscribed before me, this 22nd day of
March, 2011.
��1.tzrbU�t�{'l I'd Notary Public
Deborah H. Owen
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Times -News
PUBLIC NOTICE
North Carolina
Environmental
Management
Commission/
NPDES Unit
1617 Mail Service
Center
Raleigh, NC
27699-1617
Notice of Intent to
Issue a NPDES
Wastewater Permit
The North Carolina
Environmental Man-
agement Commission
proposes to issue a
NPDES wastewater dis-
charge permit to the
person(s) listed below.
Written comments re-
garding the proposed
permit will be accepted
until 30 days after the
publish date of this no-
tice. The Director of the
NC Division of Water
Quality (DWQ) may hold
a public hearing should
there be a significant
degree of public inter-
est. Please mail com-
ments and/or informa-
tion requests to DWQ at
the above address: In-
terested persons may
visit the DWQ at 512 N.
Salisbury Street, Ra-
leigh, NC to review in-
formation on file. Addi-
tional information on
NPDES permits and this
notice may be found on
our website:
hftp://portal.ncdenr.org1
web/wq /swp/ps/n pdd es/
calendar; or by calling
[phone],
A PART OF
The NewYorkTimes
Company
City of Hendersonville
[305 Williams Street,
Hendersonville, NC
28792] has requested
renewal of permit
NCO042277 for its WTP
in Henderson County;
this permitted discharge
is treated filter -back-
wash wastewater to
Brandy Branch, French
Broad River Basin.
Leonard Schroader
applied to renew
NPDES permit NC
0075647 for Hidden
Gap MHP, Henderson
County, discharging to
UT of Devils Fork;',;"
French Broad River
Basin.
Mizpah Healthcare, Inc.
applied to renew permit
number NCO074110,
Mountain View WWTP,
Brookside Camp Road,
Henderson County, dis-
charging to UT of
Featherstone Creek,
French Broad River Ba-
sin.
Veolia Water North
America applied to re-
new NPDES permit
NCO073741 for Moun-
tain Valley Subdivision
WWTP, Henderson
County, discharging to
the French Broad River.
Currently, total residual
chlorine is water quality
limited. ` '
('3/19 )
N000063728
1717 Four Seasons Blvd. • Hendersonville, NC 28792
P. O. Box 490 • Hendersonville, NC 28793
828/692-0505 • FAX [phone] • 828/693-5581
www.hendersonvillenews.com

FACT SHEET
FOR COMPLEX -EXPEDITED PERMIT RENEWAL
Basic Information
Permit Writer / Date
Joe R. Corporon, L.G. / IOMar
Permit Number
NCO075647
Facility -
[permitted - not yet discharging;
Does not submit DMRs;
AtoC issued June 28, 1990]
Hidden Gap MHP WWT de R
Locust Creek Lane, Henderso enderson County,
Flow = 0.020 MGD
[phased permit- may expand to 0.054 MGD w/AtoC]
Regional Office / Contact
ARO / Roger Edwards
Basin Name/Sub-basin number
French Broad / 04-03-02
Receiving Stream
UT of Devil's Fork [segment 6-55-8-2
Stream Classification in Permit/Verified
C/ Yes
Does permit need Daily Max NH3 limits?
No [monitoring only — limited at expansion to 0.042
MGD
Does permit need TRC limits / language?
No / Yes - included TRC footnote
Does permit have toxicity testing?
No
Does permit have Special Conditions?
No
Does permit have instream monitoring?
YES O and Temperature - no change recommended
Is the stream impaired 303 d listed]?
Yes — Poor bioclassification
Any obvious compliance concerns?
No [facility not yet discharging — add not to the cover
letter reminding Permittee to send DMR stating "no
flow"
Any permit mods since lastpermit?
No
Current expiration date
November 30, 2010
New expiration date
November 30, 2015
Comments received on Draft Permit?
BIMS Downloads and Review Results:
• BIMS DMR Report Violations (2006-2010) indicate no monitoring / no flow/ no violatiuons
• No effluent data (Jan2006-Mar2011 - not discharging.
• TOX Summary — WET testing not required — no changes recommended.
• Receiving Stream is impaired/ 303d-listed for poor biodiversity.
• For renewal: edited facility description (Supplement to Cover Sheet); updated map; added
parameter codes and resorted list by Sample Location [Effluent Table, A. (1.)].

All Waters in NC are in Category 5-303(d) List for Mercury due to 3tat sumption advice for
sev s
AU —Number AU —Name AU_Description LengthArea
AU_Units Classification
Parameter
Reason for Rating Use Category
Collection Year
3031dj)ear
French Broad River Basin
French Broad River Subbasin
06010105 f
a
French Broad River Basin
Headwaters French Broad River Watershed 0601010501
Q
6-2-(0.5)b West Fork French
From Above trout farms to below trout farm
0.6 FW Miles
B;Tr
Broad River
5 Ecological/biological Integrity Benthos
Fair Bioclassification Aquatic Life
2001
1998
French Broad River Basin
Davidson River -French Broad River Watershed 0601010502
Q
6-34-(15.5) Davidson River
From Avery Creek to Olin Corporation
2.7 FW Miles
WS-V,B;Tr
Water Supply Dam
5 Low pH
Standard Violation Aquatic Life
2008
2008
French Broad River Basin
Mud Creek Watershed 0601010503
Q
6-55-8-1a Bat Fork
From source to State Route 1779
4.8 FW Miles
C
5 EcologicaUbiological Integrity Benthos
Poor Bioclassification Aquatic Life
1989
199E
Q
6-55-8-ib Bat Fork
From State Route 1779 to Johnson
1.5 FW Miles
C
Drainage Ditch
5 Ecological/biological Integrity FishCom
Poor Bioclassification Aquatic Life
2002
1998
Q
6-55-11-(1)a Clear Creek
From source to Laurel Creek
2.7 FW Miles
B;Tr
5 Ecological/biological Integrity Benthos
Poor Bioclassification Aquatic Life
2001
2000
Q
6-SS-11-(1)c Clear Creek
From Puncheon Camp Creek to Lewis Creek
2.1 FW Miles
B;Tr
5 EcologicaUbiological Integrity Benthos
Poor Bioclassification Aquatic Life
2001
2000
5 Ecological/biological Integrity FishCom
Fair Bioclassification Aquatic Life
2001
2000
Q
6-55-8-21b Devils Fork
From first unnamed tributary west of State
2.7 FW Miles
C
Route 1006 to Johnson Drainage Ditch
5 Ecological/biological Integrity Benthos
Poor Bioclassification Aquatic Life
2000
2006
Q
6-55-11-6 Lewis Creek
From source to Clear Creek
3.8 FW Miles
C;Tr
5 Ecological/biological Integrity Benthos
Fair Bioclassification Aquatic Life
2006
2008
Q
6-55b Mud Creek
From State Route 1125 to Little Mud Creek
1.9 FW Miles
C
5 Ecological/biological Integrity Benthos
Fair Bioclassification Aquatic Life
2007
1998
5 Ecological/biological Integrity FishCom
Poor Bioclassification Aquatic Life
2002
1998
Q
6-55c Mud Creek
From Little Mud Creek to Byers Creek
11.0 FW Miles
C
5 Ecological/biological Integrity Benthos
Fair Bioclassification Aquatic Life
2000
2006
5 EcologicaUbiological Integrity FishCom
Fair Bioclassification Aquatic Life
2002
2006
French Broad River Basin
Mills River -French Broad River Watershed 0601010504
Q
6-54-6 Brandy Branch
From source to Mills River
2.1 FW Miles
WS-III
5 Ecological/biological Integrity Benthos
Fair Bioclassification Aquatic Life
1994
2000
NC 2010 Integrated Report Category 5-303(d) List EPA Submittal 20100329 Monday, March 29, 2010 Page 24 of 11S

May 24, 2010
Mr. Charles H. Weaver, Jr.
NPDES Unit
NC Division of Water Quality
512 North Salisbury Street
Raleigh, North Carolina 27604
RE: NPDES # NC 0075647
Hidden Gap Mobile Home Park WWTP
Henderson County
Dear Mr. Weaver:
Enclosed please find an application for renewal of the above referenced NPDES
permit.
As of this date we have not proceeded with construction of the treatment facility
therefore there has been no discharge of treated wastewater.
If you have any questions or need additional information please feel free to contact us.
Sincerely,
Leon d Schroader
Post Office Box 226
Dana, North Carolina 28724

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit NC00 % V56 4-
If you are completing this form in computer use the TAB key or the up - down arrows to moue from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name M R. ,
Facility Name 4 ; V V, I^ �' � �� `IleFib "VE
Mailing Address ��-y•,i� Ox ��� 1
City
State / Zip Code N��ik llb�MIrCVK�2( Z.0672-4 — o2Zlb
Telephone Number (13M t A 5 — 41 d ( C6' l&pS oa2t - 1QG 17;W_ f��s JC
Fax Number ( ) NIA y
e-mail Address MIA
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible ppCharge or ORC) Name oIl-l//- 'R� Rj,,o+ eeK dow �r-A
Mailing Address
City
State / Zip Code
Telephone Number ( )
Fax Number ( )
1 of 3 Form-D 05/08

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
Number of Homes
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
wbel(c 401me -?N.k
Population served:
S. Type of collection system
Lij Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points
Outfall Identification number(s)
Is the outfall equipped with a diffuser? ❑ Yes ❑ No
7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
8. Frequency of Discharge: ❑ Continuous ❑ Intermittent l , /�
If intermittent: N(
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
Nod eals�r�� �"`��s'�up
2 of 3 Form-D 05/08

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow PIA
MGD N
Annual Average daily flow A MGD (for the previous 3 years)
Maximum daily flow � MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes No
12. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum
and monthly average. If only one analysis is reported, report as daily maximum.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODs)
Fecal Coliform
Total Suspended Solids
Temperature (Summer)
Temperature (Winter)
pH
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
NESHAPS (CAA)
" Ocean Dumping (MPRSA)
NC O0-115(0477 Dredge or fill (Section 404 or CWA)
PSD (CAA)
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
Other
Permit Number
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate. /
Printed-�me of Person Signing Title
Applicant
Date
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.)
3 of 3 Form-D 05/08

Hidden Gap Mobile Home Park
***WARNING: THIS IS NOT A SURVEY!***
This map is prepared for the inventory of real property found within this jurisdiction, and is compiled from recorded
deeds, plats, and other public records and data. Users of this map are hereby notified that the aforementioned public
primary information sources should be consulted for verification of the information contained on this map. The
County and mapping company assume no legal responsibility for the information contained on this map.
LEGEND
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a5

William G. Lapsley & Associates, P.A.
Consulting Civil Engineers and Land Planners
March 6, 2006
1 4 2006
Mr. Robert L. Guerra
Surface Water Protection Section
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Hidden Gap Mobile Home Park
Henderson County
NC 0075647
Dear Mr. Guerra:
William G. Lapsley, RE.
William R. Buie, P.E.
G. Thomas Jones III, P.E.
Donald L. Hunley, P.E.
This will confirm to you that the above referenced NPDES Discharge Permit is
currently inactive. Therefore, there is no discharge and no operator in responsible charge
or monthly self monitoring reports.
Our Firm is currently in the process of preparing a detailed design of the
wastewater treatment facilities. We expect to apply for an Authorization to Construct
permit within the next 90 days.
If you have any questions or need additional information, please feel free to
onntart nnr nffira
WGL/jg
cc: Katherine Schroader
❑ P.O. Box 546, 1635 Asheville Highway, Hendersonville, NC 28793 Website: www.wgla.com Ph: 828-697-7334 Facsimile: 828-697-7333
❑ One Town Square Boulevard, Suite 334, Biltmore Park, Asheville, NC 28803 Website: www.wgla.com Ph: 828-687-7177 Facsimile: 828-687-7178

a,-

Hidden Gap MHP NCO075647 / DMR reports
Subject: Hidden Gap MHP NCO075647 / DMR reports
From: Bob Guerra <[e-mail]>
Date: Fri, 03 Mar 2006 13:37:19 -0500
To: [e-mail]
If you would please send in a request to suspend effluent monitoring at the site
because it is not yet built, I can tweak the tracking system to no require such
monthly reports until the facility is built. Please send the notification on
letterhead and reference the site with your authority to act on Mrs. Schroaders
behalf. Also please send an anticipated date for project completion/
Thanks and have an enjoyable weekend.
Bob Guerra <bob.guerranancmail.net>
1 of 1 3/3/2006 1:37 PM

AMI-1AA
ria
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
November 9, 2005
Mr. Leonard Schroader
P. O. Box 226
Dana, NC 28724
Subject: Issuance of NPDES Permit NCO075647
Hidden Gap Mobile Home Park WWTP
Henderson County
Dear Mr. Schroader:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection
Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes the following changes from the draft permit sent to you on May 11,
2005:
• The monitoring frequency for ammonia nitrogen found in section A. 2 of the permit
(limits and monitoring associated with the expanded facility) for the summer months
has been changed from 2/Month to Weekly. This change was required per the terms
of the North Carolina Administrative Code (15A 2B .0508 (d)) and corrects an error
that existed in previous permits.
• The requirements to monitor the influent for BOD and TSS have been removed from
the permit.
Please also be aware of the following conditions that were contained in the draft permit,
but are different from those contained in your current permit:
A daily maximum limit for Total Residual Chlorine has been added. This limit will
become effective on June 1, 2007 (18 months following the permit's effective date).
Daily maximum limits have been added for ammonia nitrogen as part of the limitations
for the expanded facility. These limits will become effective only after the wastewater
treatment plant completes expansion of facilities. Year round monitoring for ammonia
will become effective upon the effective date of the permit (December 1, 2005).
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One 512 N. Salisbury St., Raleigh, North Carolina 27604 NortL,
� Carolina
Phone: [phone] /FAX [phone] / Internet:: h2o.enr.state.nc.us NaturallyAn Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

1
Mr. Leonard Schroader
NPDES Permit NCO075647 Renewal
p.2
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-
6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect
the legal requirements to obtain other permits which may be required by the Division of Water
Quality or permits required by the Division of Land Resources, the Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Bob Sledge at telephone
number [phone], extension 547.
Sincerely,
(Alan W. Klimek, P.E.
cc: Central Files
Asheville Regional Office/Surface Water Protection Section
NPDES Unit

Permit NCO075647
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Leonard Schroader
is hereby authorized to discharge wastewater from a facility located at the
Hidden Gap Mobile Home Park
Howard Gap Road
East of Four Square Crusader Camp
Henderson County
to receiving waters designated as an Unnamed Tributary to Devils Fork in the French Broad River
Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts
I, II, III and IV hereof.
This permit shall become effective December 1, 2005.
This permit and authorization to discharge shall expire at midnight on November 30, 2010.
Signed this day November 9, 2005.
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0075647
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Leonard Schroader is hereby authorized to:
1. Continue to operate an existing 0.020 MGD wastewater treatment system with the following
components:
♦ Influent lift station
♦ Sludge holding tank
♦ Aeration basin
♦ Clarifier
♦ Chlorine contact chamber
♦ Tablet chlorinator
♦ Gravity outfall line
The facility is located east of Four Square Crusader Camp at the Hidden Gap Mobile Home Park
off of Howard Gap Road in Henderson County.
2. After receiving an Authorization to Construct from the Division of Water Quality, construct
treatment facilities for expansion above 0.020 MGD as necessary to meet the limits of this permit
for wastewater at outfall 001.
3. Discharge from said treatment works at the location specified on the attached map into an
Unnamed Tributary to Devils Fork, classified C waters in the French Broad River Basin.

Facilitv Information
Latitude:
35°20'03" Sub -Basin: 04-03-02
Longitude:
82°24'49"
Quad Name:
Hendersonville
Stream Class:
C
Receiving Stream:
UT to Devils Fork
Facility
Location
Noah Hidden Gap Mobile Home Panic
NC0075647
Henderson County

Permit NCO075647
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit and lasting until expansion above
0.020 MGD, the Permittee is authorized to discharge from outfall 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location'
Flow
0.020 MGD
Weekly
Instantaneous
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N
2/Month
Grab
Effluent
Dissolved Oxygen
Effluent,
Upstream & Downstream
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine3
28 µg/L
2/Week
Grab
Effluent
Temperature (°C)
Weekly
Grab
Upstream & Downstream
Temperature (°C)
Daily
Grab
Effluent
pH4
2/Month
Grab
Effluent
Footnotes:
1. Upstream = 50 feet above the discharge point
Downstream = at Tracy Grove Road
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L
3. The limit for Total Residual Chlorine will become effective on June 1, 2007 (18 months following
the effective date of the permit.
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Permit NC0075647
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting until
expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location'
Flow
0.054 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (202C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1 — October 31)
2.0 mg/L
10.0 mg/L
Weekly
Composite
Effluent
NH3 as N
November 1 — March 31
4.0 mg/L
20.0 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent,
U stream & Downstream
Fecal Coliform
(geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature (2C)
Weekly
Grab
Upstream & Downstream
Temperature (2C)
Daily
Grab
Effluent
Total Nitrogen
(NO2+NO3+TKN
Semi -Annually
Composite
Effluent
Total Phosphorus
Semi -Annually
Composite
Effluent
pH3
Weekly
Grab
Effluent
Footnotes:
1. Upstream = 50 feet above the discharge point
Downstream = at Tracy Grove Road
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Putsuk- rvv w� l
STATE OF
NORTH CAROLI NA
ENVIRONMENTAL
MANAGEMENT
COMMISSION/
NPDES UNIT
1617 MAIL SERVICE
CENTER
RALEIGH, NORTH
CAROL 1 NA 27699-1617
NOTIFICATION OF
INTENT TO ISSUE A
NPDES WASTEWATER
AFFIDAVIT OF PUBLICATION
the basis of thorough
fli
of NC Gene al Statute
21, Public law 92-5D0
1otherlawfulstdndards
-regulations, the North BUNCOMBE COUNTY
rolina Environmental
Einagement Commission SS.
ip05es to issue a No- SS
Pollutant Discharge
urination system NORTH CAROLINA
p blishdateofthisno iehe
Before the undersigned, a Notary Public of said
Written comments re
County and State, duly commissioned qualified and
garding the - ProPased
permit will be accepted
until 30 days after the
authorized by law to administer oaths, personally
publish date of this no.
tice. All comments re-
appeared Darryl Rhymes, who, being first duly
ceived prior to that date
are considered in the -
-
sworn, deposes and says: that he is the Legal
nal determinations re
gardingthe proposed
permit. The Director of
Billing Clerk of The Asheville Citizen -Times,
the NC Division of Water
Quality may decide to
engaged in publication of a newspaper known as
hold a public meeting for
the proposed , permit
The Asheville Citizen -Times, published, issued,
should the Division re-
greeo public antde-
.
gree of Publictnterest.
and entered as second class mail in the City of
}�
Copies of the draft Permit
Asheville, in said County and State; that he is
and other, suprOrt r, in-
formation on fide, used to
authorized to make this affidavit and sworn
determine conditions Pre-
sent in the draft pe�mitare;
request i
statement; that the notice or other legal
g
Won on
�;�ot°'of,n. Mail
advertisement, a true copy of which is attached
comments matiOn to the Sts
NC -
for iftformarion to The NC
hereto, was published in The Asheville Citizen -
Division of Water Quality
at the above address or
Times on the following date: May 14, 2005 the
call the Point Source
Branch at ( 1i3 ,
in-,
newspaper in which said notice paper, document or
, ,
ease
extension 5200. . Please
dude the NPDES lied- I number (attached) In an
y
legal advertisement were published were, at the
communication. triter-
ested persons; may ,ISO
time of each and every publication, a newspaper
visit the Division of Water
S� at Raleigh, NCI27=
meeting all of the requirements and qualifications of
7:00 between the hours of
B:OO a.m. and 5 ;00 P.m: to
Section 1-597 of the General Statues of North
review information on f ile.
Carolina and was a qualified newspaper within the
Nathan Benson has air
plied for renewal of
NPDES permit NC006&W
meaningof Section 1-597 of the General Statues of
for the Benson Apart-
men15 n
North Carolina.
Henderson County, This
permitted facility
charges treated domestic
wastewater to an un-
Signed this 16th, May 2005
g
named tributary to Mud
Creek in the French Broad
River Basin. Currentlyr
ammonia >and total resid-
ual chlorine are water
quality limited. This, dis-
chargemay affect future
allocations in this portion
Signature of per so naking of davit)
of the watershed:
Mr. Leonard Schroader
has applied for renewal of .
NPDES permit NCOD75W
Sworn to and subscribed before me the 16th day of
for the Hidden Gbp Mobile
Home Park- WWTP in
May 2005
Henderson County. This
permitted facility dis-
treated domestic
charged
wastewater to an un
tributary to Devils
S 304
named
Fork in the French Broad
River Basin. Currently,
to l
�,•`'\
` f
OTARY
ua mchlor ne a water
1
quality limited; This dis
may affect future
' otary Public)
charge
allocations to this Portion
of the watershed_
-
My Com ission expires the 3rd day of Septa UBLIG �y
may IA, 2W5
2008. �tl,:✓�c

TRC Limit Calculation
NCO075647
Total Residual Chlorine
s7Q10 CFS)
0.16
DESIGN FLOW MGD
0.054
DESIGN FLOW (CFS)
0.0837
STREAM STD UG/L
17.0
UPS BACKGROUND LEVEL (,ug/L)
0
IWC (%)
34.35
Allowable Concentration (pg/L)
49.50
TRC standard requires limits of
7-28 ,ug/L
5/4/2005

TRC Limit Calculation
NCO075647
Total Residual Chlorine
s7Q10 (CFS)
0.16
DESIGN FLOW (MGD)
0.02
DESIGN FLOW (CFS)
0.031
STREAM STD UG/L)
17.0
UPS BACKGROUND LEVEL (ug/L)
0
IWC %)
16.23
Allowable Concentration (Ng/L.)
1 104.74
TRC standard requires limits of
7-28 ,ug/L
5/4/2005

•Dec 21. 2 0 � 4 8 00AM N o . 2 4 8 3 c. 1
WILLIAM G. LAPSLEY & ASSOCIATES, P.A. k00 7 Sic/ l
Consulting Engineers & Land Planners le
TO
Carolyn Bryant
COMPANY
Point Sou --
FAX NUMBER
919-733-2,1
PHONE NUMBER
RE
NC 007564 �V
Hidden Ga f /0�
Henderson County
RO. Box 546
1635 Asheville Highway
Hendersonville, NC 28791
[phone] - Fax [phone] W
www,wgla_coni
MEMORANDUM
FROM
William G. Lapsley, P.E.
DATE
TUESDAY, DECEMBER 21, 2004
)TAL NO OF PAGES INCLUDING COVER
3LA PROJECT NUMBER
)UR REFERENCE NUMBER
❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE
NOTES/COMMENTS
Dear Ms. Bryant; We have received a copy of your letter dated November
29,2004 concerning the permit renewal for the above project. Please note
that this facility is currently not in operation. When it is placed into
operation the solids (sludge) will be hauled to the City of Hendersonville
W WTP. If you need additional information please feel free to contact our
office. BILL.
�� pEC 21 2004
I.
THIS FACSIMILE MESSAGE IS CONFIDENTIAL AND IS INTENDED SOLELY FOR THE A DRESS . ijiicbI�
IF YOU ARE NOT THE INTENDED RECIPIENT OR THE PERSON RESPONSIBLE FOR DE HE INTENDED
RECIPIENT, YOU ARE ADVISED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS MESSAGE 15
PROHIBITED. IF YOU HAVE RECEIVED THIS MESSAGE IN ERROR,YOU ARE REQUESTED TO PLEASE NOTIFY THE
SENDER BY TELEPHONE COLLECT AND TO RETURN THE ORIGINAL MESSAGE TO THE SENDER BY U S MAIL

FACT SHEET FOR EXPEDITED RENEWAL
Permit Number
SCE
Facility Name
14 ) dd eh Cla-V2 P w'rP
Reviewer
S G tit ieC
Basin/Sub-basin
o Ll0
Receiving Stream
U T' v i r
Stream Classification in permit
Stream Classification in BIMS
Is the stream impaired (listed on 303(d))?
Is stream monitoring required?
e
Do they need NH3 limit(s)?
Do they need TRC limit(s)?
Do they have whole -effluent toxicity testing?
Are there special conditions?
fQo
Existing Expiration Date
it
ZO
Proposed Expiration Date
it d
Miscellaneous Comments:
If expedited, is this,
hi simpler permit
or a more difficult one?
�)" 9 ( 0 -1-)

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Y
Mr. Leonard Schroader
Hidden Gap Mobile Home Park
P.O. Box 226
Dana, North Carolina 28724
Dear Mr. Schroader:
I T NFI�W'j 1 0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
March 9, 2001
Subject: Issuance of NPDES Permit NCO075647
Hidden Gap Mobile Home Park WWTP
Henderson County
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection
Agency dated May 9, 1994 (or as subsequently amended).
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-
6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect
the legal requirements to obtain other permits which may be required by the Division of Water
Quality or permits required by the Division of Land Resources, the Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Christie Jackson at telephone
number [phone], extension 538.
Sincerely,
Original Signed By
David A. Goodrich
Kerr T. Stevens
cc: Central Files
Asheville Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer VISIT us ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES

Permit NCO075647
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
t, PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Leonard Schroader
is hereby authorized to discharge wastewater from a facility located at the
Hidden Gap Mobile Home Park
Howard Gap Road
East of Four Square Crusader Camp
Henderson County
to receiving waters designated as an Unnamed Tributary to Devils Fork in the
French Broad River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and N hereof.
This permit shall become effective April 1, 2001.
This permit and authorization to discharge shall expire at midnight on November 30, 2005.
Signed this day March 9, 2001.
Original Signed BY
p9vid p, Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0075647
SUPPLEMENT TO PERMIT COVER SHEET
Leonard Schroader is hereby authorized to:
N
1. Continue to operate an existing 0.020 MGD wastewater treatment system with
the following components:
♦ Influent lift station
♦ Sludge holding tank
♦ Aeration basin
♦ Clarifier
♦ Chlorine contact chamber
♦ Tablet chlorinator
♦ Gravity outfall line
The facility is located east of Four Square Crusader Camp at the Hidden Gap
Mobile Home Park on Howard Gap Road in Henderson County.
2. After receiving an Authorization to Construct from the Division of Water Quality,
construct treatment facilities for expansion above 0.020 MGD as necessary to
meet the limits of this permit for wastewater at outfall 001.
3. Discharge from said treatment works at the location specified on the attached
map into an Unnamed Tributary to Devils Fork, classified C waters in the French
Broad River Basin.

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Facility Information FA 1Facility
tulle:
35OW03" SLb-Basin: 04-03-02
guide:
82024' 49"
d Name:
Hendersonville
am Class:
C
6yirr Stcemn-
Ur to Devils Fork
Location
North
iTidderrGap Mobile Paris
IFNC0075647
Henderson County

Permit NCO075647
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit and lasting until expansion
above 0.020 MGD, the Permittee is authorized to discharge from outfall 001. Such
discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location'
Flow
0.020 MGD
Weekly
Instantaneous
Influent or Effluent
BOD, 5-day (202C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Influent & Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Grab
Influent & Effluent
NH3 as N
1 — October 31)
2/Month
Grab
Effluent
-(April
Dissolved Oxygen2
Weekly
Grab
Effluent,
Upstream &
Downstream
Fecal Coliform (geometric mean)
2001100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
2/Week
Grab
Effluent
Temperature (2C)
Weekly
Grab
Upstream &
Downstream
Temperature (°C)
Daily
Grab
Effluent
pH3
2/Month
Grab
Effluent
Footnotes:
1. Upstream = 50 feet above the discharge point
Downstream = at Tracy Grove Road
2. The daily average dissolved oxygen effluent concentration shall not be less than
5.0 mg/L
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Permit NCO075647
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting
until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges
shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample Location'
Flow
0.054 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (202C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent & Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent & Effluent
NH3 as N
(April 1 — October 31
2.0 mg/L
2/Month
Composite
Effluent
NH3 as N
November 1 — March 31
4.0 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent,
Upstream &
Downstream
Fecal Coliform (geometric mean)
2001100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature (°C)
Weekly
Grab
Upstream &
Downstream
Temperature (°C)
Daily
Grab
Effluent
Total Nitrogen
(NO2+NO3+TKN)
Semi-
Annual)
Composite
Effluent
Total Phosphorus
Semi-
Annual)
Composite
Effluent
pH3
Weekly
Grab
Effluent
Footnotes:
1. Upstream = 50 feet above the discharge point
Downstream = at Tracy Grove Road
2. The daily average dissolved oxygen effluent concentration shall .not be less than
5.0 mg/L.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

41
1 / - i_,' c , . ,
NORTH CAROLINA LC /
HENDERSON COUNTY
AFFIDAVIT OF PUBLICATION`
Public of said County
Before the undersigned, a Notary
and State, duly commissioned, qualified, and authorized
by law to administer oaths, personally appeared
, who
being first duly sworn, deposes and says: that he is
1 C L Ic k
of Hendersonville Newspaper Corporation, engaged in the
publication of a newspaper known as The Times -News,
published, issued, and entered as second class mail in the
City of Hendersonville, in said County and State; that he is
authorized to make this affidavit and sworn statement;
that the notice of other legal advertisement, a true copy -of -
which is attached hereto, was puiblis a .in he fTinj s-`' I
1 ll \\
News on the following dates: I �i
i
C r
and that the said newspaper in which such notice, paper,
document, or legal advertisement was published was, at
the time of each and every publication, a newspaper meet-
ing all of the requirements and qualifications of Section 1-
597 of the General Statutes of North Carolina and was a
qualified newspaper within the meaning of Section 1-597 of
the General Statutes of North Carolina.
This C� day of 20
(SIC-HED),
Sworn to and si scribed before me, this —
day Gf 1 ji 20
r
Notary Pub4
My commission expires:
PUbLIL, 1'IV 1
ISTATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION / NPDES
UNIT
1617 MAIL SERVICE
CENTER
RALEIGH, NC
27699-1617
NOTIFICATION OF IN-
TENT TO ISSUE A
NPDES WASTEWATER
PERMIT
On the basis of thorough
staff review and applica
tion of NC General Stat-
ute 143.21, Public law
92-500 and other lawful
standards and regula-
tions, the North Carolina
Environmental Manage-
ment Commission pro-
poses to issue a National
Pollutant Discharge Elim-
ination System (NPDES)
wastewater dlschar e
permit to the persons)
listed below effective 45
days from the publish
date of this notice.
Written comments
regard-
ing the proposed permit
will be accepted until 30
days after the publis
date of this notice. Al
comments received prio
to that date are consid
ered in the final determi
nations regarding th
proposed permit. The Di
rector of the NC Divisio
of Water Quality may de
cide to hold a publi
meeting for the propose
permit should the Divi
sion receive a significa
degree of public interest.
Copies of the draft perm'
and other supporting in
formation on file used t
determine condition
present in the draft pe
mit are available upo
request and payment
the costs of reproduction
Mail comments and/o
requests for informatio
to the NC Division of Wa
ter Quality at the abov
address or call M
Christie Jackson at (919
735K,C52, extensio
538. Please include th
NPDES permit numbe
I
(attached) in any corn-
m u n ic4tion__1q to rested
persons may also visit
the Division of Water
Quality at 512 N. Salis-
bury Street, Raleigh, NC
27604-1148 between the
hours of 8:00 a.m. and
5:00 p.m. to review infor-
mation on file.
NPDES Permit Number
NC0071897, Hender-
son's Assisted Living -
Mizppah Healthcare, Inc.,
P. O. Box 999, Mountain
Home, NC 28758 has
applied for a permit re-
newal for a facility locat-
ed in Henderson County
discharging treated
wastewater into an Un-
named Tributary to
Featherstone Creek in
the French River Basin.
Currently BOD, total sus-
pended residue, ammo-
nia & fecal coliform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0070645, Willow
Creek Farms, 3540 Wil-
low Creek Farms Road,
Hendersonville, NC
28739 has applied for a
permit renewal for a fa-
cility located in Hender-
son County discharging
treated wastewater into
r the North Fork of Bill Wil-
low Creek in the French
Broad River Basin. Cur-
e rently no parameters are
water quality limited. This
n discharge may affect fu-
ture allocations in this
c portion of the receiving
d stream.
NPDES Permit Number
nt NC0075647, Hidden Gap
Mobile Home Park, P. O
It Box 226, Dana, NC
28724 has applied for
permit renewal for a fa
s cdlty located in Hender
r son County discharginc
n treated wastewater Intl
of an Unnamed Tributary tc
Devils Fork in the Frencl
r Broad River Basin. Cur
n rently fecal coliform an
water quality limited. Thi.
e I discharge may affect fu
s ture allocations in thi
portion of the receivin
n stream.
e NPDES rcrnnl NumbE
r NC0062669, Mills RIVE
Restaurant, Inc., 420
Havwood Road, Hors
Shoe, NC 28742 has ap-
plied for ameginLrenewal
for a foci iI ty located in
Henderson County dis-
chargi;�g treated .waste-
water into an Unnamed
Tributary to Mills River in
the French Broad River
Basin. Currently ammo-
nia & fecal conform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0086070, Henderson
County Utility - Edney-
ville, 101 East Allen
Street, Hendersonville,
NC 28792 has applied
for a permit renewal for a
facility located in Hender-
son County discharging
treated wastewater into
Lewis Creek in the
French Broad River Ba-
sin. Currently BOD, am-
monia, fecal coliform and
total residual chlorine
are water quality limited.
This discharge may af-
fect future allocations in
this portion of the receiv-
ing stream.
NPDES Permit Number
NC0085511, Mills River
Regional WTP, 4037
Haywood Road, Horse
Shoe, NC 28742 has ap-
plied for a permit renewal
for a facility located in
Henderson County dis-
charging treated waste-
water into French Broad
River in the French
Broad River Basin. Cur-
rently no parameters are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0076708, Riverwind
MHP/Oakwood Homes,
Inc., too Riverwind
Drive, Hendersonville,
NC 28739 has applied
for a permit renewal for a
facility located in Hender-
son County discharging
treated wastewater into
the French Broad River
in the French Broad. Riv-
er Basin. Currently no
parameters are water
quality limited. This dis-
charge may affect future
allocations In this portion 'I of the receiving stream.
(04519120)1�__
Rater Rosiness Forms (928) 698-1 164

William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
828-.697-7334 • FAX [phone]
April 6, 2000 npR William G. Lapsley, P.E.
F. � ,� n William R. Buie, P.E.
G. Thomas Jones III, P.E.
ITY
Mr. Charles H. Weaver, Jr.
NPDES Unit
ITC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Permit #NC0075647
Renewal Application
Hidden Gap Mobil Home Park
Henderson County
Dear Mr. Weaver:
Enclosed for your review and processing please find an application for permit
renewal for the above referenced project.
If you have any questions or need additional information please contact our
office.
WGL/ds
cc: Leonard Schroader
Si
William G. LWsley
toPrinted on Recycled Paper

April 6, 2000
Mr. Charles H. Weaver, Jr.
NPDES Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Permit #NC0075647
Renewal Application
Hidden Gap Mobil Home Park
Henderson County
Dear Mr. Weaver:
The above referenced WWTP has not been placed into operation as of this date.
The waste activated sludge from this facility will be hauled and discharged into the City
of Hendersonville's WWTP.
If you have any questions or concerns about this operation please feel free to call
me. (828-693-4101)
Sincerely,
Leonard Schroader

SUPPLEMENT TO PERMIT COVER SHEET
Leonard Schroader
is hereby authorized to:
Permit No. NC0075647
ij . After receiving an Authorization to Construct from the Division of Environmental
Management, construct treatment facilities for expansion above 0.020 MGD as necessary to
meet the limits of this permit for wastewater at outfall 001.
1 Continue to operate an existing wastewater treatment system consisting of an influent lift
station, 1700 gallon sludge holding tank, 20000 gallon aeration basin, 72 square foot clarifier,
1300 gallon chlorine contact chamber, tablet chlorinator, and gravity outfall line located at
Hidden Gap Mobile Home Park on Howard Gap Road, east of Four Square Crusader Camp
in Henderson County, and
3. Discharge wastewater from said treatment works at the location specified on the attached
maps into an unnamed tributary to Devils Fork which is classified Class C waters in the
French Broad River Basin.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NCO075647 `
During the period beginning on the effective date of the permit and lasting until expansion above 0.020 MGD, the Permittee is authorized to
discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Temperature
Discharge Limitations
Monthly Avg_
0.020 MGD
30.0 mg/I
30.0 mg/I
200 /100 ml
Weekly Avg. Daily Max
45.0 mg/1
45.0 mg/I
400 /100 ml
Monitorina Reauirements
Frequency
Tyne
Weekly
Instantaneous
Weekly
Grab
Weekly
Grab
2/Month
Grab
Weekly
Grab
Weekly
2/Week
Weekly
Weekly
Daily
Grab
Grab
Grab
Grab
Grab
*Sam Ike
Location
IorE
E,I
E,I
E
E, U, D
E, U, D
E
U,D
E,U,D
E
* Sample locations: E - Effluent, I - Influent, U - Upstream 50 feet above the discharge point, D - Downstream at Tracy Grove Road.
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NCO075647
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting until expiration, the Permittee is authorized to
discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
*Sample
Monthly Avg. Weekly Avg,
Daily Max
Frequency
Tvpe
Location
0.054 MGD
Continuous
Recording
I or E
30.0 mg/I
45.0 mg/I
Weekly
Composite
E,I
30.0 mg/I
45.0 mg/I
Weekly
Composite
E,I
2.0 mg/I
2/Month
Composite
E
Weekly
Grab
E, U, D.
200,�1100 ml
400A /100 ml
Weekly
Grab
E,U,D
28 µg/I
2/Week
Grab
E
Weekly
Grab
U,D
Semi-annually
Composite
E
Semi-annually
Composite
E
Weekly
Grab
E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream 50 feet above the discharge point, D - Downstream at Tracy Grove Road.
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

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A. O. EFhZUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO075647 ' a
During the period beginning on the effective date of the permit and lasting until expansion above 0.020 MGD, the Permittee is authorized to
discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 asN
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Temperature
Discharge Limitatlons
Monthly Avg,
0.020 MGD
30.0 mg/I
30.0 mg/I
200.0 /100 ml
i•
Monitoring
Requirements
Measurement
Sample
'Sample
pally Max
Frequency
IY-"
Locatlon
Weekly
Instantaneous
I or E
45.0 mg/I
Weekly
Grab
E,I
45.0 mg/I
Weekly
Grab
E,I
Weekly
Grab
E
Weekly
Grab
E, U, D
400.0 /100 ml
2/Month
Grab
E, U, D
2/Week
Grab
E
Weekly
Grab
U,D
Weekly
Grab
E,U,D
Daily
Grab
E
* Sample locations: E - Effluent, I - Influent, U - Upstream 50 feet above the discharge point, D - Downstream at Tracy Grove Road.
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
if; 0t�Si�S

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0075647'
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting until expiration, the Permittee is authorized to
discharge from outfall(s) serial number 001, Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 asN
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Discharge Limitations
30.0 mg/1
30.0 mg/I
2.0 mg/1
200.0 /100 ml
Monitoring
Requirements
Measurement
Sample
'Sample
Daily Max
Frequency
Type
Location
Continuous
Recording
I or E
45.0 mg/1
Weekly
Composite
E,1
45.0 mg/1
Weekly
Composite
E, I
Weekly
Composite
E
Weekly
Grab
E, U, D
400.0 /100 ml
2/Month
Grab
E,U,D
28.0 µg/I
2/Week
Grab
E
Weekly
Grab
U,D
Semi-annually
Composite
E
Semi-annually
Composite
E
Weekly
Grab
E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream 50 feet above the discharge point, D - Downstream at Tracy Grove Road.
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
0

0
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0075647-
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting until expiration, the Permittee is authorized to
discharge from outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Regulrements
Units (speclfy) Measurement SamRle 'Sample
Monthly Avg. Weekly Avg, Daily Max Frequency Lp Locatlon
Temperature Daily Grab E
2
V

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO075647
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting until expiration, the Permittee is authorized to
discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Floy,
BOD, 5 day, 20°C
Total Suspended Residue
NH3 asN
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Discharge Limitations
Monthly Ava.
0.054 MGD
30.0 mg/1
30.0 mg/1
4.0 mg/1
200.0 /100 ml
12
Monitoring
Requirements
Measurement
a e
*Sample
Daily Max
Frequency
Tvpe
Location
Continuous
Recording
I or E
45.0 mg/1
Weekly
Composite
E,I
45.0 mg/1
Weekly
Composite
E,I
Weekly
Composite
E
Weekly
Grab
E, U, D
400.0 /100 ml
2/Month
Grab
E,U,D
28.0 µg/I
2/Week
Grab
E
Weekly
Grab
U,D
Semi-annually
Composite
E
Semi-annually
Composite
E
Weekly
Grab
E,U,D
* Sample locations: E - Effluent, I - Influent, U - Upstream 50 feet above the discharge point, D - Downstream at Tracy Grove Road.
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0075647,
During the period beginning after expansion above 0.020 MGD to 0.054 MGD and lasting until expiration, the Permittee is authorized to
discharge from outfall(s) serial number 001. (Continued)
Effluent Characteristics
Temperature
P
Discharge Limitations
Units (specify)
Monthly AVg. Weekly Avg.
Monitoring Requirements
Measurement Samaie *Sample
Daily Max Frequency T l<QcatIQn
Daily Grab E

HIDDEN GAP MHP
4
,tea
3. J
U �
.70 a -4/W 7 b"'.11,L{,.
Residual Chlorine
Ammonia as NH3
(summer)
7010 (CFS)
0.07
7010 (CFS)
0.07
DESIGN FLOW (MGD)
0.054
DESIGN FLOW (MGD)
0.054
DESIGN FLOW (CFS)
0.0837
DESIGN FLOW (CFS)
0.0837
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
54.46
IWC (%)
54.46
Allowable Concentration (ug/I)
31.22
Allowable Concentration (mg/1)
1.65
Ammonia as NH3
(winter)
7Q10 (CFS)
0.1
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.054
Ratio of 0.8:1
DESIGN FLOW (CFS)
0.0837
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
45.56
Allowable Concentration (mg/1)
3.69
:10:/2/93

100% DOMESTIC FACILITIES - RECD 8/93 FINAL LIST
RENEWING WTITIOUT MODIFICATION
BY MODELER
Request
Permit 0 Facility Stream Sub -basin County Region WLA? MOD ENG Comments
48658 ROBIN HOOD, INC.
73695 SILVER BULLET FOOD MART, INC.
58378 ELK RIVER DEVELOPMENT CORP
75205 ALEXANDER ISLAND/GOODE-CRAMER
34304 YOUNG LIFE WINDY GAP CAMP
HIDDEN GAP MHP
76163 ROCK BARN PROPERTIES
57401 THE HIDEAWAYS
74136 JOHN SPAETH TRAVEL TRAILER PK
KEYS TO COMMENTS:
LITTLE RIVER
LITTLE CRABTREE CREEK
ELK RIVER
LAKE NORMAN
COLES COVE BRANCH
UT DEVILS FORA'
LYLE CREEK
DUNN CREEK
Oa. No policy given. Alternatives analysis should be required.
Ob. Facility must meet 5 & 1 (by date given in parenthesis).
Oc. Alternatives analysis requested.
Od Alternatives analysis submitted
Oe. Facility will connect to POTW.
1. Phased permit.
2. Documented instream water quality problems.
3. Facility is requesting modification.
4. WLA should be done per basinwide permitting schedule.
040301
TRANSYLVANIA
ARO
040306
YANCEY
ARO
040201
AVERY
ARO
030832
IREDELL
MRO X
040302
BUNCOMBE
ARO
040302
HENDERSON
ARO
030832
CATAWBA
MRO
030834
MECKLENBURG
MRO X
040302
HENDERSON
ARO
refer: Basinwide / Streamline WLA file
at front of subbasin
JMN.
09/30/93
JMN CA
JMN CA
JMN CA
JMN CA Outfall should be I OW into lake w/ diffuser
(bpj lim)
JMN MW
I
JMN MW
JMN MW
JMN MW i
, 0
JMN SG
�I C
NOTE: IF'X' UNDER "Request WLA?" COLUMN,
THE ENGINEER SHOULD REQUEST A WASTELOAD ALLOCATION.
ALSO, FOR A '0a'COMMENT, GIVE CURRENT ZERO -FLOW POLICY.
FOR A'Ob' COMMENT, GIVE 5 & 1 LIMITS BY DATE IN PARENTHESIS.

SOr PPTO�RITY PROJECT: No
TF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
mr-
ATTENTION: Mack Wiggins
r-
x
-'
M
DATE: August 2h, 1993
NPDES STAFF RL�PORT AND RECOMMENDATION
COUNTY Henderson
-4-.- PERMIT NUMBER NCO075647
PART I - GENERAL INFORMATION
1.
4
3
4.
Facility and Address:
Date of Investigation
Report Prepared By:
Hidden Gap Mobile Home Park
P. O. Box 2.26
Dana, N. C. 28724
August 24, 1993
Paul W1hi.te
Persons Contacted and Telephone Huniher: Leonard Schroader
704-693-4101
5. Directions to Site: Site is located o» Howard Gap Road (SR 1006)
between Dana Road (SR 1525) and 1 oaf Road (SR 1734) . From
the intersection of Howard Gap Read and Sugarloaf Road, go south
on Howard Gap Road fer 0.7 mile t- r-.lie entrance to the trailer
park on the left. The treatment-- fay-i t i ty is located 700 feet from
the entrance, on the left.
6. Discharge Point(s), List for all. discharge points:
Latitude: 350 20' 03" Lon.git„e-1— 820 24' 49"
Attach a USGS map extract and i.ndiratA treatment facility site and
discharge point on map
U.S.G.S. Quad No. F9NW U.S.G.S. Quad Name Hendersonville
7. Site size and expansion area consistent with application? Yes.
Yes _—_- No If No, explain:
Page 1

8. Topography (relationship to flood plain included): Rolling, 10%
slopes, WWTP in flat area 75 feet From creek, not in 100 year
flood plain (based on engineer's ,t-at-Pment on plans) .
9. Location of nearest dwelling: "ion feet.
10. Receiving stream or affected surface waters: UT Devil's Fork
a. Classification: C
b. River Basin and Subbasin No.: French Broad 040302.
C. Describe receiving stream features and pertinent downstream
uses: Small stream with rocky bottom. Downstream uses
include fish and wildlife propagation, fishing, agriculture.
PART II - DESCRIPTION OF DISC'HARCE AND TREATMENT WORKS
1. a. Volume of wastewater to be permit-.ted MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.054 mctd.
C. Actual treatment capacity of the current facility (current
design capacity none
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
First 20,000 gpd phase of t:liP Facility is currently under
construction.
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Influent lift
station, 1700 gallon sludge holding tank, 20,000 gal.
Aeration basin, 72 square fee► clarifier, 1300 gallon
chlorine contact chamber, t.ahlet- chlorinator, and gravity
outfall line under constr>>c.t-ion
f. Please provide a description of proposed wastewater treatment
facilities: 20,000 gpd wwi-p iii -1-1 construction.
g. Possible toxic impacts to snrfare waters: Ammonia, chlorine,
cleaning chemicals.
h. Pretreatment Program (POTWs only): n/a
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: To be hauled
to City of Hendersonville WWTF
Page 2

a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): II
4. SIC Codes(s): 4952
Wastewater Code(s) of actual wastewater, not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not 56.
Primary 08 Secondary
Main Treatment Unit Code: M'"
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? no
2. Special monitoring or limitations (including toxicity) requests:
none
3, Important SOC, JOC, or Complian.:A Schedule dates: (Please
indicate) none
Date
Submission of Plans and Specifir:at-inn!::
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation, Has the facility evaluated all
of the non -discharge options av»ilah)a. Please provide regional
perspective for each option eval.>>ated.
Spray Irrigation: Insufficient aroma for 0.054 mgd.
Connection to Regional Sewer Sygt-pm• 1.6 miles to City of
Hendersonville.
Page "i

Subsurface: Inadequate area for 0.0',,", mqd.
Other disposal options:
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENI)ATIONS
The permit for 0.054 mgd was originally issued in 1989 and the A/C
was issued on June 28, 1990, for 20,000 gpd. The plant is being
installed by the permittee, a] though no work is currently being
done at the site. The facility wmild be considered to be
"existing" due to significant r.on-O-ruction of the phased
wastewater treatment facility dtirin.ct the term of the current
permit. The permittee should provide justification for the need
for 0.054 mgd. If the full development is no longer to be
constructed, the permit should hp reissued for 0.020 mgd.
If the full development is still I-n be constructed within a
reasonable period of time, the permit should be reissued with
effluent limitations pages for 0.020 mqd and 0.054 mgd. The
permit should note that Author.i.zat-i-n to Construct will be
necessary prior to expansion of t-rPar-ment capacity.
Sianat->>re of Report Preparer
ater QAuality Regional Supervisor
41
-- -
Dat-
Page 4

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IJ1lrrliiiq Addr(,s,
- � n c4.-- N------72 `f
County _"C -e rs ova
NPDE IJ Permit No. NC00 564/% Nondisc. Pei. No. _
IssueDate: n'IQ��� .j . /I£g9 Expiration Date2ZiSt_1�a�
Existing Facility New Facility
ose
Rated E3y: 1��eu l LlJ i } Date. - �2.S - 9
Reviewed (Train. & Cert.) Reg. Office r
Reviewed (Train. & Cert.) Central Office
ORC 11.of" SU % Comae%rCe Grade
Plant Class.- (circle one) I II - III IV Total Points
ITEM POINTS
(5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(1) Industrial Pretreatment Units and/or
(i)Aeration - High Purity Oxygen System
20
Industrial Pretreatment Program
(see definition No. 33)
.....
Diffused Air System ..........
< t 0
4
Mechanical Air System ((fixed,
\ -
(2) DESIGN FLOW OF PLANT IN GPD
floating or rotor) ..............
8
(not applicable to non -contaminated cooling waters, sludge
Separate Sludge Reaeration
3
handling facilities for water purification plants, totally
(ii) Trickling Filter
closed cycle systems (def. No. 11), and facilities
High Rate
consisting only of Item (4) (d) or Items (4) (d) and (11)
0 -- 20.000
(d))
...................
Standard Rate ...............
7
5
..........................
20.001 -• 50,000 ..........................
2
Packed Tower..........
50.001 -- 100,000 ..........................
3
(iii) Biological Aerated Filler or Aerated
100.001 •- 250,000 ..........................
4
Biological Filter ......................
0
250,001 -• 500.000..........................
5
(i v) Aerated Lagoons ..... - ...............
1 0
500.001--1,000,000 ..........................
8
(v) Rotating Biological Contactors
10
1,000,001 -- 2,000,000 ........................
10
..........
2,000,001 (and up) - rate 1 point additional for each
(vi) Sand Fillers-
200,000 gpd capacity up to a
intermittent biological
2
maximum of 30
Design Flow (gpd)
recirculating biological ..
3
(3) PRELIMINARY UNITS (see definition no. 32)
(vii) Stabilization Lagoons ..................
(viii)Clarifie. ...........
G
(a) Bar Screens ................................
1
(ix) Single stage system for combined
or
(b) Mechanical Screens, Static Screens or
carbonaceous removal of SOD and
nitrogenous by
Comminuting Devices ...........
2
removal nitrification
.............
(c) Grit Removal ...............................
1
(see del. No. 12) (Points for this item
have to be in addition to items (5) (a)
or
Mechanical or Aerated Grit Removal
2
(i) through (5) (a) (viii) ................
8
...........
(e) Flow Measuring Device ....................
1
(x) Nutrient additions to enhance BOD
..
or
removal ...............................
5
(f) Instrumented Flow Measurement ...........
0
(xi) Biological Culture ("Super Bugs") addition
(g) Preaeration .............
2
to enhance organic compound removal .....
(b) Nitrooenous Stage
(h) Influent Flow Equalization . ........
(i) Aeration - High Purity Oxygen System
20..
(i) Grease or Oil Separators - Gravity ..........
2
Diffused Air System ...........
10
Mechanical ..........
3
Mechanical Air System (fixed,
Dissolved Air Flotation.
8
floating, or rotor) ..... .
8
(I) Prechlorination ........... ..........
5
Separate Sludge Reaeration .....
3
(ii) Trickling Filter -
(4) PRIMARY TREATMENT UNITS
High Rate ..............
7
(a) SeplitlTank (see definition no. 43) ..............
2
Standard Rate ............
5Packed
(b) ImhoH Tank ................................
. 5
Tower ............
(iii) Biological Aerated Filter or Aeraled
5
(c) Primary Clarifiers ............................
5
Biological Filter
10
(d) Settling Ponds or Settling Tanks for Inorganic
...................
(iv) Rotating Biological Contactors
10
Non -toxic Materials (sludge handling facilities
............
(v)- Sand Filter-
Filter -
for water purification plants. sand, gravel,
stone. and other mining operations except
intermittent biological . . • . . . .
`-
recreational activities such as gem or gold
recirculating biological . . . . . . .
(v i) Clarifier
. 3
mining) .
2

iv..t;, (t!c i•.I,v�•.I;c.! 1, rlu r,lrr� ...4.
i:v.11 •'�1 t�.:Ur -, i 1°(v!•.
( !j1 1•,� .., j.i (li! I' ,�. .1','f 1e (` (',rvr• ,. !H:1,[; r, ..
�::1'nn:: , .Irl.: rcycnrr,itir,(,
�. .. ..., ... u •. ,., ;. �,t ..
:•,tl, r..frlxu, rr•)�vl, retinr,
('•) 1'i ;�,j (:'; ("'. (t,' (.,} IL: ((i. (,') (!'). 1�j !'
v.•ithrnrl rarl,,,;. regcncrt+l,on .,
--
v,iih carbon regeneration .. ......
-
(r_) Air Stripping .......... r
---- -- ------------- ------ - s
(dj Denitrificalion Process (separate process) 1 0 --- ---- 5
(r•) F=lec:(odialysis .............................. 5
(1 1) MISCELLANEOUS UNITS
(f) Foam Separation ................ ........... 5
(g) Ion Exchange ................................ 5
(a) Holding Ponds, Holding Tanks or Settling Ponds
(h) Land Application of Treated Effluent
for Organic or Toxic Materials including wastes
(see definition no. 22b) (not applicable for
from mining operations containing nitrogen and/or
sand. gravel, stone and other similar mining
phosphorous compounds in amounts significantly
operations)
greater than is common for domestic wastewater .......... 4
(i) on agricrrllurally managed sites (See del.
(b) Effluent Flow Equalization (not applicable to storage
No.4)
basins which are inherent in land application systems). 2
................................... 10
(c) Stage Discharge (not applicable to storage basins
(i i) by high rate infiltration on non -agriculturally
inherent in land application systems ....................................... 5
managed sites (includes rotary distributors
(d) Pumps............................................................................................._...../,;"N
and similar fixed nozzle systems) ........... 4
e Stand -By Power Supply
(iii) by subsurface disposal (includes low pressure
(f) Thermal Pollution Control Device ............................................. 3
pipe systems and gravity systems except at
plants consisting of septic lank and nilrifica-
tion lines only) ............................. 4
TOTAL POINTS /
(i) Microscreens.................................. 5
(j) Phosphorus Remoral by Biological Processes
CLASSIFICATION
(See def. No. 26) ............................ 20
(k) Polishing Ponds - without aeration ....... 2
Class.(........................................................... 5 - 25 Points
with aeration .......... 5
(Class II ........................................................ 26- 50 Points
(1) Post Aeration - cascade .............. 0
Class III....................................................... 51- 65 Points
diffused or mechanical ... 0 Class IV ........................................................ 66- Up Points
(m) Reverse Osmosis ............................... 5
(n) Sand or Mixed -Media Fillers - low rate ........... 2
Facilities having a rating of one through four points, inclusive,
high rate .......... 5
do not require a certified operator. Classification of all other
(o) Treatment processes for removal of metal or
facilities requires a comparable grade operator in responsible
cyanide .................................... 1 5
charge.
(p) Treatment processes for removal of toxic
materials other than metal or cyanide ......... 1 5
Facilities having an activated sludge process will be assigned
a minimum classification of Class 11.
JDGE TREATMENT
(a) Sludge Digestion Tank - Heated ...............
Facilities having treatment processes for the removal of metal
1 0
Aerobic ...............
or cyanide will be assigned a minimum classification of Class IL
5
Unheated ...... .......
(b) Sludge Stabilization (chemical or thermal) .... . ..
3 Facilities having treatment processes for the biological removal
5
(c) Sludge Drying Beds - Gravity .................
of phosphorus will be assigned a minimum classification of Class
2 Ill.
Vacuum Assisted .......
5
(d) Sludge Eluirialion .............................
5 In -plant processes and related control equipment which are an
(e) Sludge Conditioner (chemical or thermal) ........
5 integral part of industrial production shall not be considered waste
(f) Sludge Thickener (gravity) ......................
5 treatment. Likewise, discharges of wastewater from residences
(g) Dissolved Air Flotation Unit
havinga design flow of 1.000
g gpd or less, shall not be subject to
not applicable to a unit rates as 3 r
PP () (�) • •
g rating.
(h) Sludge Gas Utilization (including gas storage) . . ..
2
(i) Sludge Holding Tank - Aerated ................
© ADDITIONAL COMMENTS:
Non -aerated ............
2
(j) Sludge Incinerator - (not including activated
carbon regeneration) .....
1 0
(k) Vacuum Filter, Centrifuge or Filter Press or other
similar dewalering devices ....................
1 0
SLUDGE DISPOSAL (including incinerated ash)
(a) Lagoons ........................................
2
(b) Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit . . .
10
-by contracting to a land application operator who
holds the land application permit ...............
-land application of sludge by a contractor who does
not ho!d the permit for the wastewater treatment
facility where the sludge is generated .........
1 0
(c) Landfilled (burial) .............................
5
DISINFECTION
(a) Chlorination ........................ .....
5 '
(b) Dechlorinalion .................. .. . . .
(c) Ozone ... .....................
5
(d) Aadiation ..
ti

f �y
DIVISION OF ENVIRONMENTAL MANAGEMENT
January 13, 1993
TO: Paul R. White
THRU: Ruth Swanek It-5
Carla Sanderson 1
FROM: Jacquelyn M. Nowell -
SUBJECT: Stream Flow for UT Devil's Fork
Bishop Single Family Residence
Henderson County
Your request for estimated stream flow information at the UT Devils
Fork site has been evaluated. According to the USGS low flow procedure,
the drainage area and estimated flows are as follows:
Drainage Area: 0.53 mi2
Average Flow: 1.00 cfs
Summer 7Q10: 0.16 cfs
Winter 7Q10: 0.25 cfs
30Q2 Flow: 0.34 cfs
Please contact me if you have any questions.

- s
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
Governor Ann B. Orr
y, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
November 23, 1992
Nowell
al Support Bra ch
iLWesta1
lity Reg nal. Supervisor
e, P. E. }}��
1 Enginefr�
Fstream flow
le Family Residence
ty
a discharge permit for a single family
Ls to be marginal for a positive 7Q10.
nF the t- n unnamari

rile b I
x 3 UFB
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�Yd �. SLVT o
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
June 28, 1990
Mr. Leonard Schroader, Owner
Hidden Gap Mobile Home Park
Post Office Box 226
Dana, North Carolina 28724
George T. Everett, Ph.D.
Director
Subject: Permit No. NCO075647
Authorization to Construct
Hidden Gap MHP
Wastewater Treatment Facility
Henderson County
Dear Mr. Schroader:
A letter of request for an Authorization to Construct was received March 28, 1990 by the
Division and final plans and specifications for the subject project have been reviewed and found to
be satisfactory. Authorization is hereby granted for the construction of of a 20,000 gpd
wastewater treatment plant consisting of a 60 gpm influent lift station with dual pumps, a manual
bar screen, a 4,000 gallon flow equalization basin, a 20,000 gallon aeration basin with dual 106
cfm blowers, a 1,680 gallon aerated sludge holding tank, a 4,000 gallon clarifier, a 2,400 gallon
chlorine contact tank, a continuous recording flow measurement device, a 40 gpm effluent pump
station with 1,850 lineal feet of 2.5 inch force main, and all the associated piping, valves, and
appurtenances with discharge of treated wastewater into Devils Creek Classified C waters.
This Authorization to Construct is issued in accordance with Part III paragraph B of
NPDES Permit No. NCO075647 issued March 31, 1989, and shall be subject to revocation unless
the wastewater treatment facilities are constructed in accordance with the conditions and limitations
specified in Permit No. NC0075647.
The sludge generated from these treatment facilities must be disposed of in accordance with
G.S. 143-215.1 and in a manner approved by the North Carolina Division of Environmental
Management.
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.
The Asheville Regional Office, phone no. [phone] 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.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Schroader
June 28, 1990
Page Two
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with the NPDES Permit, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to the Permits and Engineering Unit,
P.O. Box 27687, Raleigh, NC 27611.
The Permittee shall employ a certified wastewater treatment plant operator to be in
responsible charge of the wastewater treatment facilities. The operator must hold a certificate of the
grade at least equivalent to the classification assigned to the wastewater treatment facilities by the
Certification Commission. Within thirty days after the wastewater treatment facilities are 50%
complete, the Permittee must submit a letter to the Certification Commission which designates the
operator in responsible charge.
A copy of the approved plans and specifications shall be maintained on file by the Pemiittee
for the life of the facility.
Failure to abide by the requirements contained in this Authorization to Construct may
subject the Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
The issuance of this Authorization to Construct does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
One (1) set of approved plans and specifications is being forwarded to you. If you have
10 any questions or need additional information, please contact Mr. Mark Hawes, telephone number
919j733-5083.
�t&to
rely,
George T.
cc: Henderson County Health Departme
Asheville Regional Office
Training and Certification Unit
William Lapsley, P.E.
0

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCoo '4�
FACILITY NAME: pi ddl�lyll � ' j7�n�Or �� �a, k
Facility Status: EX1STMd PROP06m
(circle one)
Permit Status: RENEWAL MOOFWATION UNPERbU TE.D NEW
(circle one)
MaJor Kul vor,___
Pipe No:
Design Capacity (MGD): �' 05q
Domestic
Industrial
Comments:
(X of Flow):
(% of Flow):
RECEIVING STREAM:��`
Class:
L
Sub -Basin:
t'u-03 -0 2-
Reference USGS Quad: r (please attach)
County:�''^����°"
Regional Office: (AsFa Me. Ra Wa Wi WS
(eirele one)
Requested By: / Date: ��� 7%A -
�l
Prepared By: Date:
Reviewed By: Date: !
i
Modeler Date Rec.
Drainage Area (mi2
) ` * � Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) ✓'/ 30Q2 (cfs) `�•/�
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters L' Z)C) 'Ci"� �'
Upstream Location -
Downstream Location �.%•-� �"`�'`
Effluent
Characteristics
Summer
Winter
BODE (mg/1)
o
NHs N (mg/0
D.O. (mg/0
TSS (mg/0
30
F. Col. (/100ml)
(oo b
pH (SU)
- q
Comments:__`
-�.PL,�,„ t.Q-

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics Monthly Daily
Average Maximum Comments
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

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H I D D N P E H i-;-i E P A, P 1;.
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Asheville, North Carolina
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-- MODEL RK-i!i|�
wAP MuGILE H0ML
-----
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-- --
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- ---
Strom
-----
i
---- ------------
U| W DEVILS
FORK CKLL|(
------ -- ------
---------
--------
-
-
The Eno
D.D.
/s 5m
mg/l.
[he End
CBOD
is 4,2O
mg/l .
TO End
------
NBUD
------------
in 5.17
mg/l.
-----
--_-------_-
- - --------
--
- -- --
#LA
�LA
#LA
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CG00
NGOD
D0
Was vlo
,mg/1)
--
hKepcint
-__---
Reach A
- __ -- -
(o'g'l)
_-
(mB/l)
----
(mg/M
-
(mgd)
- --
Sego/ent
1
5.30
1.0
h
Reuch
1
45.00
90.00
5.00
0.0540()
Krach
2
0.0u
0.00
O.00
U.ULJOU
�each
2
46^DU
8O.U0
O.00
0.03201.3
k�aoh
b,
0.00
0.00
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5
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O.]U
U.JG
u.O./

**:* dOOLL UMMA; Y 00A *'* k
HI"DEN M061LE HOME P Ar _Wb_<_ i it 01030_'
I='."oe i vl icy Stream UT W DEVILS FaRK WEEK _'t:r -..?I11 ',. i ...r._ .
umrn'ei r ,10 0.0 Wi ter. 7Ql0 0. i
lam,.-sjn Tempe r t-ur _", 23 _
{LE'rl;Thj SLOT j VELOCITY I OE9Th1 Kd I Kd I K8 I Ka 1 0 1 M I MR I MR I
I We 1 ft, ! fps 1 ft ►desipl @20c judgal @2P IdesiOn1 @251 Idesign) @20' 1
Segment 1 1 0,011 90.90j 0.152 ; 0.26 10.63 1 01 5 126.63 124.941 ON 1 01 0 1 033 1 0,00 1
-----------------------------------------------------------------------------------------------------
I I I I I i I I I I I i
:3ment 1 I 0.121 4,5,401 2.130 1 0A 5. OW 1 0 & 111.32 1 10.611 0.63 1 01 01 01 3 1 0A 0 1
Rea, !, 2 1 j i I I I I I I I I i
----------------------------------------------------------------------------------------------------
i
Segment 1 0.041 4i.40) 5,155 1 GAO 10.48 1 012 i1.56 1 12.101 013 1 010 1 0.fi3 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 i I i I
I I I
Segm?r;t 1 i O. Oi 25.00I 0.133 10.45 j 0 A 6 I2 A 2 1 6:41 6.001 013 1 ..50 1 01 3 1 O.OS I
Reach 4 1 1 1 1 1 I I 1 1 1 I I
-------------------------------------------------------------- --------------------------------------
I I
Segre,tt 1 1 0.501 15.001 0.1'8 1 G.5 1 0.31 1 0,21 1 3.64 1 3,411 0.38 0.30 1 0.38 1 0.00
Reach 5 1 I i I I i I I I i I I
------------------------------------------ -------------------------------------------------.----------
I
St�ment 1 1 1.401 4.101 0.107 1 0.82 i 0.25 1 0.22 j -.84 j 0.191 0.38 1 0a 0 1 One 1 0A 0 1
Reacr6 i I I I I i I I I I I I
---------- ---------------------------- ------
Flow
I Ur"rC
1 NBc..D
I D.U. {
I Us
m' / I
_ gner t i
„ash 1
waste
1 0.004
{ 45.00H
1 00.000
! 5.000
1..e <dwai_ep.T
I 0.070
1 ..000
1 1,000
1 . . 20
1 r, i h,u ta-y
I 0.000
1 2. t;00
i 1 .000
I . 720
r-:l_nof'1
I 0.220
1 2.0'r0
I 1.000
Waste
0.000
1 0.000
I 0.000
Uato
it ibu ar V
1 0.000
1 1.OLJ
( 1.000
1 r 2i1
* R..!noff
I 0.220
1 2.000
I 1.000
I . , 2(
_.o v _
0.050
I 10.000
1 0U.010
I U, 00o
,I,r ibul ar'y
! u.0uU
2.000
1 1.000
1 F !..'o
* Runoff
1 0.220
I 2,. 00i'
1 1 . 0i)0
, '20
1.120
:., n m , I l l 1
I .' p R r: h '1

' * Runoff 0.220 i �'UO0 | 1-000 ! 7.720
^'.
. Segment 1 Reach 5
Waste i O,OEo 0,000 \ 0.000 | 0.000
Tributary | 3.000 | 2,000 | 1.880 | 7^720
. * Runoff i � O.528 j 2.000 | 1.000 7,/20
Segment 1 Reach 6
waste 0.000 0.000 0.000 0.000
Tributary 0.000 2.000' 1,000 7.720
m Runoff i 0.526 i 2.000 | 1.000 / 7.720
* Runoff flow is in cfs/mile

t
• v

52
0
52
3 2
5 V
6,64
2 2
3 3
2.70
6
1,E7
8.26
7,61
12.02
C.75
6
KBI
0.02
6.78
10.22
0.94
4 1
1.48
0 . @ 1
6
2.0?
5.89
6A9
8.82
1 6
2 . 17
5.85
5.79
E . 2 A
1 . 0 2
6
2.27
5.82
5.53
?.72
IAi
6
2 3 ?
5 8 1
5 25
7.24
1 12
1 6
2,i7
5.00
5.06
8 81
1 18
6
2.57
5.Hl
4.86
6.43
1.23
16
2.67
5.82
4 68
8.07
28
6
2.77
5.83
4 5 1
5,74
S -1
&
2,87
5.85
a 35
5.44
1 3 g
6
2A7
5.88
4.20
5.17
1.44
Sag # Reach #
Seg W
D.O.
CBOD
NBOD
Flmv

c0000 l o
00.0
00.0
00,0
00000"0
00*0
0010
00,0
0000010
00,0
00 * 0
00 ° 0
00<' O'O
00*0
00,06
QO"Y
toon o
0010
00*0
0010
00000*0
0010
00°0
0010
86 a a! 0
.:.'� ^lsem
00
00'L9N
I000,) 1.1 4w 011")
vim
vim
VIA
------------------------------------------------------------------------
-----------------------------------------------------------------------

.
1
**A MODEL SUMMARY
DATA
HT.DC'E.I'd
GAP hOEIl E HOME
P. f,Subbys,i ri 040502
R>: c ., t , i ny Qrenm ..
UT TO
DEVILS FORK CREEK
Stream .:.gym 1_<sW. C
,r_mMr P T 10 1
0.07
Winter 70iN 4 0.1
Oe gn Temperature.
23.
ILEE N 1 510141 VELOCIN I DE &I Kd I Kd I Ks I A I KN 1 KN I KNR 1 KNR I
I We I fQMI fps I A Idesignl e201 loop! @20' ides gnl @H' AN @20' i
-----------------------------------------------------------------------------------------------------
I I i j i I I I I i I I
Segment 1 I 3.011 90.901 0.100 10.22 0.55 l 0.48 111.4' 1 16.361 0.63 1 0.50 1 0.63 1 0.00 1
Reach 1 1 1 I I I i i I i I I
--------------------------------- -------------------------------------------------------------------
I
Segment 1 ► 0.121 45.401 -100 0,32 1 0.43 1 0.38 I IJ 2 1 9.111 0.63 ; 0.50 1 0.63 1 0.00 !
Reach 2 1 1 Ii I 1 I I I I I I
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I i I
Segment 1 I 0,041 45.401 0.128 1 01 8 1 0.45 1 0Ag 111.18 1 10.471 0.63 1 0.50 1 3.63 1 L''A I
Reach 31 1 1 i I I i I i I i
I I I I I i I I 1 I i
Segment ij 0.301 25.001 0.112 1 0.44 1 0.35 1 0.30 1 5-:9 1 5.051 0.63 1 0,50 1 0.82 1 0.00 1
Reach 4 l 1 1 1 1 1 I 1 1 1 1 1 1
---------------------------------------------------------------•-------------------------------------
I j i 1 I I i I I I I i
Segm nt 1 1 0.501 15.001 Ll 12 1 024 1 0.30 10.26 1 3.-A I 3.031 0.38 1 6A 0 1 0.33 1 0.00 1
f:-;ach
-----------------------------------------------------------------------------------------------------
i i I I I I i i I ( I I I
Segment 1 1 1.401 4.101 0.101 1 0.81 1 015 1 Oa 2 l 0.79 I L AI 018 1 0.30 10.38 10,00 I
,each 6 1 I i i I I I i ! i I i
-------------------------------------------------------------- ------
I
1 C t s1
Waste
1 0.000 1
H adwa _.,r•_
1 0.070 1
i r•'i i u tar'y
1 0.000 1
A faun 11
I 0.220
GogmenT 1 Reach 2
Waste l 0.000 I
Tributary l 0.000 1
x Runoff I 0.220 I
fT gr I 1 gyp''J/ 1 I MY 1
0 000 1 0.000 l 0.000
2..000 1 1.000 l 7.720
2.000 I 1.000 1 7. 7 20
2.00L 1 1.000 I 7.720
0.000 1 0.000 I 0.000
2.000 I 1.000 1 7.720
2.000 I 1.000 j 7."i20
Segment 1 Reach -.
Waste I 0.050 45.000 { 90.000 ( 0000
000
1 r, y bu ! ur'y 0.000 1 2 . UOO l 1 . 000 l r . f 20
Runoff { 0.220 1 2.000 ; 1.000 I 7 . 120

nr
n
Runoff
0 1 10
2 coo
000
�vgmont 1
Reach
Waste
0.000
0.000
0,000
�Kbuiary
ONOD
2.000 j
1.000 i
* Funoff
I O.iH
2.000
1..000 I
1.70-D
Segment 1
Reach E;
Waste
0.000 f
0.000 j
0.000
0.000
Fributary
0.000
2.000
1.000 i
7.720
* Runoff
j 0.526
2.000 1
1.000
7.720
* Runoff flow is in WOOD-

^ ^,
'
SUNNE�
MODEL
TO CHECK FOR INTEQA�TIoK
^.
WITH
MONTAPERTD, INC-
Reach
teg Ni '
D.W. /
CG0D
NBOD
Flow |
1 i
0.00
7.72
2.00
1.00
0.07
' l 1
O,OO
7.73
2-00
1.00
007
1 1
0.00
7.74
2.80
1.00
0.07
1 1
0,00
7.74
2.00
1,00
0.07
1 1
0.00
7.75
2,00
1.00
0.07
1 1
O.01
7.76
2.U0
1.0;
O.O7
1 1
0^01
7.0
2.00
1.00
O.O7
1 1
0.01
7.77
2.00
1.00
O.O/
1 1
0.01
7.72
1.8w
1.00
0.07
1 1
0.01
7.78
1.99
1,00
O.O/
1 1
0.01
7,80
1.89
1.00
0.01
1 2
Vol
7.80
1.99
1.00
0.07
1 2
0.05
7,51
1.97
0,88
O.Ot
1 2
0.09
7,53
1.Q5
0.87
0.09
1 2
0.13
8.05
1.09
0.96
0.10
1 2
0.17
E.10
1.92
0.85
0.11
1 2
0.21
8.14
1'91
0.33
0.12
1 2
0.25
8.17
1.88
0,93
0.13
1 2
0.29
8.19
1.88
0.92
0.13
1 2
0.33
8.21
1.87
0.81
0.14
1 2
0.3?
8.23
1.Q6
0.90
O,15
1 2
O.41
8.24
1.84
0.89
0.16
1 2
0,45
8.26
1.83
0.88
0.17
1 2
0.48
8.27
1.82
0.81
0.18
� 2
0.53
8.28
1.81
0.87
0.18
1 2
0.S7
8.28
1.8D
0.86
0.2O
i 2
0.61
3.29
1^19
0.85
0.20
1 2
0.65
6,30
1.78
0.85
0,21
� 2
D,GQ
8.3(
1.77
O.84
0.22
1 2
O.73
8.31
1,70
0.83
0.23
1 ]
0.73
6,84
8.A1
16.62
0.28
1 3
0.71
0.86
9,38
16.55
0.28
/ 3
0.74
6.86
9.35
15.48
0.28
1 3
0.74
G.G8
0.32
16.41
0.28
1 3
0.75
6'88
8.29
15.34
0.28
1 j
U.V
G^gO
U.2G
1G.28
O.28
1 3
O.7s
6.91
0'23
16-21
1.23
i 3
V76
8,92
9.2O
16.14
0.2Q
1 �
0.76
6'03
9.17
16.08
0.26
1 ]
0.�7
6,94
U.14
16.01
0 29
! 3
0-77
6.86
9.11
15^95
0.28
� v
0.77
0.95
0.11
15.35
O.?Q
1 Q
O^@O
8.90
8.80
15.46
0.30
0.83
b.85
8,70
14.38
O.WO
8.08
6.84
8.51
14.52
0.31
1 4
0.83
5.82
8.33
14.11
0.32
1 4
0'32
6.80
9.15
13.63
0,32
1 //
0,95
6.75
7.98
13.30
0,33
1 4
0.88
6.78
7.82
12,93
0.2�4
� 4
1.01
6,79
7.66
12.57
O.3�
l �4
!.04
6.80
7.51
12.22
O.3S
l �
1.07
6.80
7,37
11 89
1 �
1.07
8.80
7.37
11.89
0.35
1 5
1.12
6.85
S.Q/'
11.02
O,38
1 5
1.17
S.89
6.57
1O.27
O.41
� 5
1.22
b.j4
b.24
U.b1
0.13
1 5
1.27
5.9E
5.35
9.02
0.06
1 32
}.Op
5.59
8.60
O,48
1 �
`.37
7,O6
5.46
8 03
O,11

1 G
.`
1.87
�.97
1 �
l 6
2.O/
2.17
1 �
2.27
. 6
2.37
� 8
2.47
� G
2.57
1 0
2.G7
` G
2.77
1 8
2.87
1 S
2.Q7
| Seg # | Reach #
| Seg Ni
7S'
O.59
22
4,.`2
62
7'22
4.72
b 5O
D.62
7.12
4.43
5.98
0.67
7'04
4.9
5.5O
U./2
d.98
3.98
5.07
O.M.1
G.QK
3,d0
4,71
0.83
6.81
Z.84
4 A8
O.U8
6.89
BA8
Wo
U.Q�
G.87
3.36
3-8k
8.98
6.86
3.24
3.61
1,0�
6.86
3.14
3.41
1.09
6.86
D.U4
3.22
1,1�
6.86
2.85
3,06
1.20
6.87
2.86
2.90
1.2�
S.DO
2.78
2.76
1.30
6.88
2.71
3.69
1.35
| D.D. |
CaOD |
NBOD |
Flow '

' ~~
3UMMER
NDnEL
FOR HIDDEN GAP
MHP NITH
^.
.,
DO=3
NG/L
---------- hOD£L
' Diharger
:
HIDDEN 8AP MDBILE
HO1"IE
i vi n�
UT TO DEVIL� FOkK
CHEE K
Tha End
The EnJ
C8OD
is 4.20
mg/l.
ThEd
NGOD
io 5.17
�L�
�L
LA
CO Min
CBOD
NGOD
Nfle9oilit Rea
mg/l)
gment
1
5.15
U.OD 1
Reaoh
1
45.00
80.00
3.00
0.0640G
R. a c:h
2
O . OO
O . OLi
O . 80
OUUUC,
R
45.00
80.00
0.00
0.032U(}
O.00
0.0000(`
aoh
5
C.00
O'OO
0.00
U.)DOO'
R
b
O.O'-
O.UO
0,Ob
U OULJ0

w
, t
x MOM SUHMANY . A F^ *4*
u .I , G h n rW; w-. HIDDEN ., f:. P n !- ; 1. I_ E H w'i*'i i P A I , � wb :, .... '. rl
{ c; 1V1ny Stream U`f rt! D1_V<..__ i' i''.K CREEK Stream Wass:
►LENGTHI '10PE1 VELOCITY I CEPTHI A I Kd 1 Ka I Ka I KN ; K! I KNR I KNR I
► mile fq K I fps I ft Idesignl @20' idesignl @2P Idesignl p201 !design! 120' 1
----------------------------------------------------------------------------------------------------
I
Segment 1 I 0,01! 90.901 0.152 1 016 1 013 1 015 126.63 1 24,941 013 1 010 1 013 1 0 A 0 !
Reach i t I I I I i I I I I i
-----------------------------------------------------------------------------------------------------
I ! ! I I I I ! { I
3e71,r,ent 1 1 0.12; 45,401 0,130 1 ,35 1 0.41 1 0A 1 i 1A 2 1 10111 L 63 i L 50 1 0A 3 1 0.00 I
mad 2 ! 1 i I I I I I I I I I
------------------ -------------------------------------- -------------------------------------------
I I I I I I ! I
;,egment 1 1 0,04i 45,401 0.155 1 0,a0 10.48 1 01 2 1i:.56 1 12.101 0.33 1 0,50 1 0.63 1 0,00 1
Reach 3 1 i I I I I I I I i i I i
-----------------------------------------------------------------------------------------------------
i
;gent 1 ► 0,301 25.00I 0,133 1 0.45 ► 0A 6 1 0,32 1 6.41 I 6.001 JA 3 1 01 0 1 0.63 1 0,00 1
Ruch 4 i i I I I I I i I i I { I
------------------ -----------------------------------------------------------------------------------
i ! I I I I I I I I I I I
Segment I I 0.51C1 15.001 0,126 1 0.55 1 G,31 1 0.2., 1 3.64 3,411 0,38 1 0.30 1 0,38 j 0,00 1
Reach 5 i I I I I I ! ! I i I I I
-----------------------------------------------------------------------------------------------------
'
Segment 1 j 1,401 4.101 0.107 1 0 A 2 1315 1 0 -22 1 0,34 I h A 1 0 A 8 1 00 1 0.38 1 0 A 0 1
...each , 1 1 i I i i i I I !
1 F1ow
I C&,r
1 N0,�UD ►
D.... i
.
1 Cw
I MO;'' l
I MY7 1
MY l I
Segment i
Waste
Roach 1
1 0.004
I 45.000
I 90.000 ►
3 , 000
H c _, d wA l u r"` _
i 0.070
I 2.000
1.000 I
7 ., ,_' 0
Tributary
I 0.000
1 2.000 000
I 1 . 000 1
z .. 2C)
* Runoff
I 0.220
1 _. 00(i
1.000 I
r , 21.J
Waste
O MO
1 0.000
I 0.000 1
Q . 0M)
1,.rl k utan'y'
I 0.000
1 2.000
1 1 . 000 1
)r 20
_ g tr n , .. 1
was"2
R n a A
0,050
I 45.010
1 .000 1
0.000
, r" I f u,r ..,..,„
0.000
2.000
! . "00 1
17 2(.
Rt. nc r
1 0.220
1 2 000
1.0uu
7.720
t m" i i
P ,:, i h

./ tary'Db0
�./20
WayOGO ' 3.000 0.000 O^GDU
T0.000 | 2.030 1.000 | 7.72O
. * �unuff i 0.622,000 i 1.00O i 7^720
S��meot 1 Ra�ch 6
�astU.00O | O.00O | 0,000 | 0.0130
|
Tributary � O.OUO | �,OUO | 1.000 . 7'720
m R:nnff } 0.6265 'OOO | 1,OU0 | 7.72O
* �unof fluw is io ufs/m�ie

'
GUMNER
MODEL
FOR HIDDEN GAP NHP WIW
..
DO-3
MG/L
Reach
Seg Mi
0.0,
CGOD '
ND0D
Flow �
1 1
0.00
5.15
25.42
49.47
0'15
0,00
5.17
25.D8
49.23
0.0-i
1 1
U'OO
5.19
25.34
4030
0.15
1 1
O.00
5.21
25.30
4A.22
U.16
1 \
0.00
5.23
25.28
49.14
0.15
1 1
0.01
5,25
25.22
49.06
O.15
1 �
0.01
5.27
26.18
48.98
0.16
` 1
Vol
5.29
25,14
48.90
0.16
1 1
0.01
5.31
26.10
48,82
0.16
1 1
0.01
5.3i
25.06
40.74
0.18
� 1
0.01
5.35
25.02
40.66
O.16
� 2
U.01
5.35
26'02
48.66
0,16
1 2
0.05
5.29
23.68
46.67
0.16
1 2
O.UB
5,48
22.2b
42.80
U.17
1 2
0,13
5.55
21,12
40.30
0.18
1 2
0,17
5.64
20,08
36.04
0.18
1 2
0.21
5.74
10.09
35.88
0,20
` 2
0.25
5.84
18.21
34.10
0.21
1 2
0.28
5.84
17'40
32.37
0.22
1 2
0.31
6.04
16,65
30.76
0,22
1 2
0.37
6.13
15.96
28.32
0.24
1 2
0.41
6.23
12.37
27.88
0-24
i 2
0.45
6.31
1n.73
26.71
0,25
1 2
0.48
8,40
14,17
2b,5 4
0.2G
1 2
C.53
6.48
13.65
24.46
0.27 .
� 2
05/
8.56
13,17
23,43
U,2�
1 2
0.81
6.63
>2.71
32.47
0-29
1 2
0.66
6.70
12.28
21,58
0.30
| 2
0.69
6.77
11.88
20.74
O-31
1 2
0,73
6.83
11.50
19,95
0.31
1 3
0.73
5,90
15,07
29.50
0.36
1 9
O.7]
5-92
16.02
29.40
0.36'
1 3
0,74
5.94
15.98
29,30
O.37
1 3
0.74
1.96
15,93
29.20
0.37
| J
0.75
5.88
K.89
28.11
O,�7
1 3
0.75
8.00
15'84
29,01
0.37
l 3
0-75
6.01
15.u0
28.92
0.37
1 3
D.7E
8,03
15,75
28.82
0.37
1 ]
U.16
6.06
15.71
28.73
0.37
1 3
O,77
8~07
15.66
28.83
O.j7
1 3
0.77
6,08
16'62
28'54
0,37
1 4
U.77
G.08
15.62
28.54
O.37
1 4
J.80
6.O2
15.30
27.82
0.38
1 4
O.83
5.98
1h 00
2/.12
O 311",
1 �
0.88
5.82
14'71
26,45
0.38
1 �
C.w3
5.F9
14 4]
25,81
0.4C
1 �
0.32
5,86
14,15
35.19
0'41
| 4
0.55
0.85
MC8
24.59
b.VI
1 �
O.88
5,84
1].S3
24,O1
0.42
1 �
1,31
5.84
1Y39
23.44
0.43
| �
1 04
5.81
13.16
22'80
0.,3
1 �
1.07
5.85
12.91
22.36
U,4��
� 5
1,07
5.05
12.91
22.38
O.L4
1 �
1.1I
5.91
12.2O
20,Q8
U.46
) 5
1'17
5.86
11.57
19.73
O.49
1 5
1.22
8.02
11.00
18.60
0.52
1 5
1,2/
6.09
10.a n
|7.53
0.5L,
� S
1 32
6115
10,02
16"7
U^57
� f;
1"37
Q,11
Q.I0
15.2 4
0,8O

1 O
1.87
^ ` G
1 07
1 0
2.O7
S
� G
2.17
2.27
� 8
2.37
1 O
2.47
� G
2.57
| 3
2.67
� 8
2.77
� G
2'87
1 G
2.Q7
( veg Reach
Seg Mi
1D.'2
3.�3
6.0 4
G2
5.'`4
82
11.06
O.81
6.02
6.78
10.22
0.85
5.8A
8.41
Q.48
0,91
5.88
5.09
6.82
0,86
5.35
5.79
8,24
1.U2
5.82
5M
/.72
1.O7
5,81
5.28
7,24
1.12
5.80
5.O8
G.61
1.1Q
5.80
4.88
6.43
1.23
5.82
4.68
6.07
1.28
5.83
4.51
6,74
1.33,
5.05
4.35
5.44
6.88
4.20
5.17
1.44
D.D'
C8DD
NGOD |
Flow |

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paw
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor
William W. Cobe'v' Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
November 23, 1992
MEMORANDUM
TO: Jackie Nowell
Techni(-al Support Bra ch
THROUGH: Forrest .R. Westal
Water Quality Reg nal Supervisor
FROM: Paul R. White, P. E.
Environmentill Engine
t)
SUBJECT: Request f(-)r stream flow
Bishop Sirole Family Residence
Old Dana Road
Henderson c&'inty
Ann B. Orr
Regional Manager
I am processing a request fo-,- a discharge permit for a single family
residence. The drainage area appea°ors to be marginal for a positive 7Q10.
The proposed discharge point is at the confluence of the two unnamed
tributaries to Devils Fork Creek as shclwn on the enclosed map. Please
evaluate the 7QlO flow based on current U.``' information as we discussed
previously.
`hanks for your assistance.
fy(0— , DA o, s3M'`
11,117
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer