NC0021491_Permit Issuance_20050715

July 15, 2005
Ms. Christine Sanders
Town Manager
171 Clement Street
Mocksville, North Carolina 27028
Dear Ms. Sanders:
Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Subject: Issuance of NPDES Permit
NCO021491
Dutchman Creek WWTP
Davie County
Division personnel have reviewed and approved your application for modification 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 no major changes from the draft permit sent to you on May 25, 2005.
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 Toya Fields at telephone number [phone], extension 551.
Sincerely,
ORIGINAL SIGNED By
SUSAN A. WILSON
Alan W. Klimek, P.E.
cc: Central Files
Winton Salem Regional Office/Surface Water Protection
Aquatic Toxicology
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]o11 Caro
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://h2o.enr.state.nc.us/ rRtura)
An Equal OpponunitylAffinative Acton Employer

Permit N00021491
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 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, the
Town of Mocksville
is hereby authorized to discharge wastewater from a facility located at the
Dutchman's Creek WWTP
295 Garwood Road
Mocksville
Davie County
to receiving waters designated as Dutchman's Creek in the Yadkin -Pee Dee River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III, and IV hereof.
The permit shall become effective August 1, 2005.
This permit and the authorization to discharge shall expire at midnight on June 30, 2009.
Signed this day July 13, 2005.
ORIGINAL SIGNED BY
SUSM A. WILSON
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO021491
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.
The Town of Mocksville is hereby authorized to:
1. Continue to operate and maintain two parallel 0.34 MGD wastewater treatment
systems that include the following components:
➢ Flow splitter box
➢ Two bar screens
➢ Two grit chambers
➢ Flow measurement
➢ Two aeration basins
➢ Two secondary clarifiers
➢ Two disinfection units with aeration
➢ Sludge digester and sludge drying beds
This facility is located at the Dutchman's Creek WWTP (295 Garwood Road,
Mocksville) in Davie County.
2. After receiving an Authorization to Construct from the Division, expand the existing
wastewater treatment facility up to 0.981MGD. .
3. Discharge from said treatment works at the location specified on the attached map
into Dutchman's Creek, classified C waters in the Yadkin -Pee Dee River Basin.

Permit NC0021491
& A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.68 MGD)
During the period beginning on the effective date of the permit and lasting until expansion above 0.68
MGD or 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
0.68 MGD
Continuous
Recording
I or E
BOD, 5 day, 20 °C2
24.0 mg/l
36.0 mg/l
Weekly
Composite
LE
Total Suspended Solids2
30.0 mg/l
45.0 mg/l
Weekly
Composite
I, E
Temperature
Daily
Grab
E, U, D
Dissolved Oxygen3
Weekly
Grab
E, U, D
Fecal Coliform
(geometric mean)
200 / 100
ml
400 / 100 ml
Weekly
Grab
E
NH3 as N
14.0 mg/1
35.0 mg/1
Weekly
Composite
E
Total Nitrogen
(NO2 + NO3 + TKN)
Weekly
Composite
E
Total Phosphorus
Weekly
Composite
E
Total Residual Chlorine4
28µg/l
2/Week
Grab
E
Chronic Toxicity5
Quarterly
Composite
E
Cadmium
Monthly
Composite
E
Chromium ✓
Monthly
Composite
E
Copper
Monthly
Composite
E
Nickel
Monthly
Composite
E
Lead V,
Monthly
Composite
E
Zinc ✓
Monthly
Composite
E
Cyanide 1w
22.0 µ /l
2/Month
Grab
E
Silver
Monthly
Composite I
E
H
6.0 — 9.0 standard units I
Weekly
Grab I
E
Notes:
1. I= Influent. E= Effluent. U= Upstream approximately 100 feet upstream from the outfall. D=
Downstream approximately 0.5 miles downstream from the outfall. Upstream and downstream
samples shall be grab samples collected 3/week during June, July, August, and September and
once per week during the rest of the year. As a participant in the Yadkin Pee -Dee River Basin
Association, the subject facility is not responsible for conducting the instream monitoring
requirements as stated above. Should your membership in the agreement be terminated, you
shall notify the Division immediately and the instream monitoring requirements specified in your
permit will be automatically reinstated.
2. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed
15 percent of the respective influent value (85% removal).
3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
4. ke e ct J U 't t ffe a tee o ' or lth
effl t limi
5. Chronic Toxicity (Ceriodaphnia) at 7%: January, April, July, and October (see condition A. .)).
3
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NOJ021491
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.981 MGD)
During the period beginning after expansion above 0.68 MGD and lasting until permit expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by
the Pemuttee as specified below:
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly
Weekly
Daily
Measurement
Sample
Sample
Average
Average
Maximum
Frequen
Type
Location'
Flow
0.981 MGD
Continuous
Recording
I or E
BOD5 20 °C2
(April 1-October 30)
5.0 mg/l
7.5 mg/1
Weekly
Composite
I, E
BOD5 20 °CZ
(November 1- March 31)
10.0 mg/L
15.0 mg/L
Weekly
Composite
I, E
Total Suspended Solids2
30.0 mg/1
45.0 mg/1
Weekly
Composite
I, E
Temperature
Daily
Grab
E, U, D
Dissolved Oxygen 3
Weekly
Grab
E, U, D
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
E
NH3 as N
(April 1- October 30)
2.0 mg/1
6.0 mg/1
Weekly
Composite
E
NH3 as N (winter)
(November 1- March 31)
4.0 mg/L
12.0 mg/L
Weekly
Composite
E
Total Nitrogen
(NO2 + NO3 + TKN)
Weekly
Composite
E
Total Phosphorus
Weekly
Composite
E
Total Residual Chlorine
28µ /1
2/Week
Grab
E
Chronic Toxicity'I
Quarterly
Composite
E
Cadmium
U ^
Monthly
Composite
E
Composite
E
Copper 4
Composite
E
Composite
E
Composite
E
Zinc
on
om osite
E
Cyanide
Grab
E
Silver
Composite
E
H
6.0 - 9.0 standard units
WeekIv
Grab
E
Notes:
1. I= Influent. E= Effluent. U= Upstream approximately 100 feet upstream from the outfall. D= Downstream
approximately 0.5 miles downstream from the outfall. Upstream and downstream samples shall be grab
samples collected 3/week during June, July, August, and September and once per week during the rest of
the year. As a participant in the Yadkin Pee -Dee River Basin Association, the subject facility is not
responsible for conducting the instream monitoring requirements as stated above. Should your
membership in the agreement be terminated, you shall notify the Division immediately and the instream
monitoring requirements specified in your permit will be automatically reinstated.
2. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15 percent
of the respective influent value (85% removal).
3. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l from April 1 to
t5'? October 31, and no less than 5.0 mg/L from November 1 to March 31.
'4. Chronic Toxicity (Ceriodaphnia) at 37%: January, April, July, and October (see condition A.
�, There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit Na0021491
A. (3.) QUARTERLY CHRONIC TOXICITY PERMIT LIMIT (0.68 MGD)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 7%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent
versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions. The tests will be performed during the months of January, April, July, and October.
Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two
following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that
does have a detectable impairment of reproduction or survival. The definition of "detectable impairment,"
collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina
Phase lI Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for
the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent
to the following address:
Attention: NC DENR / DWQ / Environmental Sciences-Br-aneh. S'ScA&`
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Bmn& no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is
employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,
the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating
the facility name, permit number, pipe number, county, and the month/year of the report with the notation of
"No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences
R� t the address cited above.
S
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will
be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified
to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls, shall
constitute an invalid test and will require immediate follow-up testing to be completed no later than the last
day of the month following the month of the initial monitoring.

Permit NaD021491
A. (4.) QUARTERLY CHRONIC TOXICITY PERMIT LIMIT (0.981 MGD)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 37%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent
versions or "North Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions. The tests will be performed during the months of January, April, July, and October.
Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two
following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that
does have a detectable impairment of reproduction or survival. The definition of "detectable impairment,"
collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina
Phase H Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for
the pass/fail results and THP313 for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent
to the following address:
Attention: NC DENR / DWQ / Environmental SciencewStanclr-
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Braagh.un later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is
employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,
the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating
the facility name, permit number, pipe number, county, and the month/year of the report with the notation of
"No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences
Braneh-at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will
be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified
to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls, shall
constitute an invalid test and will require immediate follow-up testing to be completed no later than the last
day of the month following the month of the initial monitoring.

sv
CNTCRPRIlfCCORD
NORTH CAROLINA
DAVIE COUNTY
PUBLIC NOTICE
STATE OF NORTH CAROLINA
€NVIRONMENTAL
MANAGEMENT COMMISSION/
NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NO 27699-1617
NOTIFICATION OF INTENT
TO ISSUE A NPDES
WASTEWATER PERMIT
On the basis of thorough staff
review and application of NO Gen-
eral Statute 143.21, Public Law 92-
500 and other lawful standards and
regulations, the North Carolina
Environmental Management Com-
mission proposes to issue a Na.
tional Pollutant Discharge Elimina-
tion System (NPDES) wastewater
discharge permit to the person(s)
listed below effective 45 days from
the publish date of this notice.
Written comments regarding the
proposed permit will be accepted
until 30 days after the publish date
of this notice. All comments re-
ceived prior to that date are con-
sidered in the final determinations
regarding the proposed permit. The
Director of the NC Division of Wa-
ter Quality may decide to hold a
public meeting for the proposed
permit should the Division receive
a significant degree of public inter-
est.
Copies of the draft permit and
other supporting information on file
used to determine conditions
present in the draft permit are avail-
able upon request and payment of
the costs of reproduction. Mail com-
ments and/or requests for informa-
tion to the NO Division of Water
Quality at the above address or call -
the. Point Source Branch at (919)
733-5083, extension 520. Please
include the NPDES permit number
(attached) in any communication.
Interested persons may also visit
the Division of Water Quality at 512
N. Salisbury Street, Raleigh, NO
27604-1148 between the hours of
8:00 a.m. and 5:00 p.m. to review
information on file.
The Town of Mocksville, 171
Clement Street, Mocksville, North
Carolina, has applied for an expan-
sion of NPDES permit NCO021491
for its Dutchman's Creek W WTP in
Davie County. The 0.3 MGD expan-
sion will increase the facility's per -
mined flow from 0.68 MGD to 0.981
MGD. The facility discharges
treated wastewater to Dutchman's
Creek in the Yadkin -Pee Dee River
Basin. Currently BOD, ammonia
nitrogen, cyanide andtotal residual
chlorine are water quality limited.
This discharge may affect future al-
locations in this portion of the wa-
tershed.
NORTH CAROLINA l
DAVIE COUNTY f
Before the uaderstgned, a Notary
AFFIDAVIT OF PUBLICATION
and Nana Carolina duly
Ing first duly sworn, delouse
shed. is out .ad eal.nud u,
and that the said newspaper in which such notice, paper drcument or Imalul
Publication. a newspaper meeting all of the requirements and qualifications or se
a qualifificoll newspaper within �th'eq,co�nnin�g or Section 1.597 or the General stalulm
ThW4.. _`..!^...... day or...... Cl.1LM................................
Swarm to and suubscribed before me
This .^_!. day of..... ...................
................ ... 20.05
... (:�4 .... F..'I'. 001..74-OAK"OTARYY PUB LIC
hdy cammicdy o t expir....IRS.fg�I......JJ.....=M.ti..7....-........
law to
edeerdsemem awe
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6-2-1m

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0021491
= ab 1 for na on n2 = i
t
acl 1aine ':
Town of Mocksville
1
rPermYtt d lovy:"' R'� r�� .1
0.981 MGD
Gou : r' _ � f.'
-Davie
_;
ac�liy3Glass:�' t i
IIIRegonal'At�ff
ee• ` s k
Winston-Salem
'sEacxl� y/l'ex=m tatps:
Modification
; Up G Topo Quad; ` t Y
D 16NE
C[t1 2 �- 'ki4 !I� I y • � -
(Expansion)_`'?
+t�A�11 '� {!. < �...) ^ iY.X �i:e:NewModtf'icat�or,
4
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,
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_.:'i^. .a _ l5 .t�reamCyhaaces:icsj_ --t �, 6
:yr . t
R�ceivin ' �Sxeam�M �' 1
Dutchmans Creek
nSeaxnGlassif �caon: '=;
CWinR
OF= :cfs : Y
11.95
�1
Wit.
03-07-05
' cfs ; a ,�,di
17.11
Fr t .
,y 'thi4�� rP ^'E � •�T �4A� �tf �i � C.ir !t '£.
M t
108veaeln(�cfs�z
}{. ; •' e'1 l Li • 7i S� d.1 Fl �"'F �.
i
iri
106
arna e� eafiiT [
{, 1°47.•.fb,�aSn`V)�°u',:>
lA.:'rd.;n."iY ;'t.''. 1.�14¢ �q, r`�#;.
n►erl�.
2.54
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ri 5� u
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Summary
The facility has applied for a 0.3 MGD expansion. This facility discharges into
Dutchman'sCree classified C waters in the Yadkin -Pee Dee River Basin. The
receiving stream is not listed on the 2003-303(d) list; nor are there any special
considerations for it in the river basin plan. The town is a member of the Yadkin -Pee
Dee River Basin Association (as such, their instream monitoring will continue to be
waived). The town has a modified pretreatment program.
During the speculative limit development for this facility, it was determined that the .
stream flow data previously being used was incorrect. USGS confirmed that the 7Q10
value at this location should be 2.54 cfs, not 15 cfs as had been used in prior permits. A
level B model run using this new stream flow information showed that a 0.981 MGD
discharge is allowed in this receiving stream, under very stringent limits, however it is
unlikely that the assimilative capacity could accommodate any additional future flows
from this facility.
The facility was informed that there would be a significant change in permit limits at the
proposed flow and they decided to move forward with the expansion request. According
to the EAA and discussions with the regional office, much of the flow justification for
this expansion is based on the need to relieve high flows at the town's Bear Creek
facility. It was indicated that the town might apply for an expansion at that facility as
well.
Changes Incorporated into Permit
➢ A limits page was added for a permitted flow of 0.981 MGD.

OF
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: 05-25-05
Permit Scheduled to Issue: 08-01-05
State Contact
If you have any questions on any of the above information or on the attached
permit, please contact Toya Fields at [phone], extension 551.
NPDES Recommendation by:
Regional Office Comments
Date:
'5'
�iQ �NiN.�c�r► - SQ l�n-+ � io�aP 6� °�v ���'� rYrPnC�1' a� ✓� of 740e7,"s M'.19€s'
r may. 7^ y0C4 � /
J?r► r �y rte l� �.33b� 7 3 / - zlbO 1 4!tt 71 . o? 9 /.
Regional Recommendation by: Date: 0,5—
Reviewed By:
Regional Supervisor:(,--,
uP ervisor: ate:
NPDES Unit: Date:

Re: [Fwd: Re: [Fwd: Mocksville]]
4. Subject: Re: [Fwd: Re: [Fwd: Mocksville]]
From: Steve Tedder <[e-mail]>
Date: Wed, 11 May 2005 06:58:28 -0400
To: Toya Fields <toya. [e-mail]>
AS I recall, they were pushing flow limits at the Bear Creek plant. They decided that any expansion
would come at the Dutchman Creek Plant. Thats when they decided to move some flow from Bear
Creek to allow some capacity there and as the Dutchman Cr facility had some capacity that gave
them an immediate solution for Bear Creek. At the same time they were initiating the process for
expansion at the Dutchman Creek Facility.
On 5/10/2005 1:24 PM, Toya Fields wrote:
Ok, I'll give you a call a little later this afternoon to discuss this.
The only concern we really have with the EAA at this point is the flow justification. We asked
the town to provide us with documentation for their increase request. Over half of the
justification they provided had to do with flows from the Ingersoll Rand and Walmart projects.
So we were surprised to see that collection system permits had already been issued for those
flows under the facility's current capacity. I've spoken with Tom and Susan and we're all at a
loss. As is stands, the information the town has submitted really does not explain why they need
this additional flow. But in the end, there's only so much we can go back and forth on this, so if
you feel that the flow request is justified then we'll move forward.
Toya
Steve Tedder wrote:
These were permitted under existing capacities.
On 5/9/2005 2:39 PM, Toya Fields wrote:
Yes, thats one of them.
WQ0024570 was issued in November for 101,000 GPD from Ingersoll Rand.
WQ0024017 was issued in July for 65,140 GPD from a Walmart and other businesses.
They mentioned these projects in an EAA to justify their flow request for an additional 0.3
MGD. We couldn't tell if the the WQ permits were issued with the understanding that the
town would receive the additional flow or if they were granted under the facility's current
capacity.
Steve Tedder wrote:
Is this the sewer permit you referred to?
Original Message
1 of 3 5/19/2005 2:45 PM

Re: [Fwd: Re: [Fwd: Mocksville]]
Subject:Re: [Fwd: Mocksville]
Date:Thu, 05 May 2005 09:28:09 -0400
From:Mike Mickey <Mike.Mickey(,ncmail.net>
Organization:NC DENR - Winston-Salem Regional Office
To: Steve.Tedder(a_),NCmail.net
References: <4279F9IA. 7020001(a)ncmail.net>
Only one permit sewer permit was issued in November. That occurred on 11-15-04 for
the Ingersoll Rand Pump Station project (WQ0024570). The approved flow of 101,000
GPD was for their industrial pretreatment system and groundwater remediation
wastewater. This flow was previously tributary to the Bear Creek WWTP and they
elected to install a pump station to transfer the flow to the Dutchman Creek WWTP due to
capacity issues. Mike.
On 5/5/2005 6:44 AM, Steve Tedder wrote:
Mike,
Which collection permits did we issue for Mocksville in November? What flow
amounts?
--- Original Message--------
Subject:Mocksville
Date: Wed, 04 May 2005 14:29:44 -0400
From:Toya Fields <toya.fields(&,ncmail.net>
To: Steve Tedder <Steve.Tedderpncmail.net>
References:<4177D858.70600nancmail.net>
Steve,
We received supporting documentation from the
that they were issued some new collection sys
We usually don't see these and it caused a bi
facilty is not yet permitted to receive this
wanted to verify that these were issued under
facility would be granted additional capacity
their current capacity.
Thanks,
Toya
town of Mockville showing
tem permits in November.
t of confusion since the
additional flow. I just
the assumption that the
at the WWTP and not under
Mike Mickey
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
2 of 3 5/19/2005 2:45 PM

Re: [Fwd: Dutchmans Creek WWTP Expansion]
Subject: Re: [Fwd: Dutchman Creek WWTP Expansion]
From: Tom Belnick <[e-mail]>
Date: Fri, 22 Apr 2005 12:04:15 -0400
To: Toya Fields <[e-mail]>
CC: Susan Wilson <susan.a.wilson@,ncmail.net>
Toya/NPDES West (yes, Susan)- ok, its Friday and I'm wondering why I'm here reviewing an EAA while Toya's drinking Tequila and Susan's
stalking Lance (again!). Anyways, I did a quick look through the Mocksville EAA and thought that overall it looked good. They provided
flow justification, costed out alternatives, obtained land costs, etc, etc. My one question would be on the flow justification. They are
requesting a 0.3 MGD increase to account for the following connection (an existing Ingersoll-Rand plant at 101,000 gpd; anew Walmart at
65,140 gpd; Crestwood Development 125,000 gpd; and Davie School 5700 gpd). Fast track WQ permits were already issued by WSRO for
pump station/force main to connect Ingerdol-Rand and Walmart to the Dutchmans Creek plant. Susan- does this make sense? By issuing
these WQ permits does the Region assume that existing plant capacity can handle this flow, or do they issue these WQ permits and assume
that NPDES will ultimately approve the requested flow increase down the road. Seems like this permitting could defeat the intent of the EAA
review process, if the region has already approved the connection before we address the proposed expansion within the EAA. I'm not sure
about the Crestwood flow request for 125,000 gpd- their letter states they are requesting an increase from 75,000 gpd to 100,000 gpd (so does
this mean that they just need 25,000 gpd?) to serve the current expansion underway, and will require additional flow by April 2005. Overall,
I'm not sure what is already piped to the WWTP, and what will go there in the future. As stated, I think the EAA is well -documented, but the
flow request and WQ permitting issue should be looked into before proceeding.
Toya- I didn't consider the Bear Creek WWTP alternative, since it seems the Region has already permitted the connection to Dutchman's
Creek. If we ultimately agree with the EAA, then the next step is to prepare the draft permit mod for Public Notice and run a WQ model if
there are no specs for this proposed expansion. But I'm not sure if you were assigned all of this.
Toya Fields wrote:
FYI
---- --- Original Message -----
Subject:Dutchmans Creek WWTP Expansion
Date:Mon, 18 Apr 2005 12:15:29 -0400
From:Carl <[e-mail]>
To:Toya Fields <toya.fieldsl7a,ncmail.net>
Toya,
Could you please update me on the progress regarding our request to expand the Town of Mocksville's WWTP on Dutchmans Creek. The
Public Works Director has a meeting tonight with the town commissioners and would like to provide them with an update.
Thanks,
Carl
/1 Q(,1t�
[e-mail]/tV1 /n Ir�Ij� Yd 1T
N.C. 33-5083,"t. B5
919-733-5083, ext. 543 /uf
of 1 4/22/2005 12:05 PM

NC00021491
Facility: Dutchmans Creek WWTP
Discharge to: Dutchmamns Creek, C
Residual Chlorine
Ammonia as NH3
(summer)
7010 (CFS)
7Q10 (CFS)
2.54
DESIGN FLOW (MGD)
_2.54
r
! 0.981
DESIGN FLOW (MGD)
0.981
DESIGN FLOW (CFS)
1.52055
DESIGN FLOW (CFS)
1.52055
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 (%)
37.45
IWC (%)
37.45
Allowable Conc. (ug/1)
45.40
Allowable Concentration (mg/1)
2.30
Ammonia as NH3
(winter)
7Q10 (CFS)
11.95
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.981
Ratio of 1.7:1
DESIGN FLOW (CFS)
1.52055
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
11.29
Allowable Concentration (mg/1)
14.22
For Minor domestic -type facilities:
Minimum of 2 mg/I (summer) NH3-N; 4 mg/I (winter) NH3-N
Chlorine:
Residual chlorine must be capped at 28 ug/I to protect for acute toxicity effects

MODEL INPUTS FOR LEVEL B ANALYSIS
GENERAL INFORMATION
Facility Name:
LYur / 0� /h0
V/Lc f-1
t14�U
L� I
NPDES No.:
Ooal 1
Type of Waste:
O^ /
u V1
4 -~
Facility Status:
Receiving Stream:
Stream Classification:
G
Subbasin:
County:
ut
Regional Office:
✓I/ TM-
Topo Quad:
Nk
FLOW INFORMATION
USGS #
. 11
Date of Flow Estimates:
Drainage Area (mi2):
Q
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
p
30Q2 (cfs):
rWC at Point of Discharge (%):
71
Cummulative IWC (%):
MODEL INPUT INFORMATION
LENGTH OF REACH (miles)
-
—
--
INCREMENTAL LENGTH (miles)
WASTE CHARACTERISTICS
FLOW (MGD)
B
CBOD (mg/1)
l/, O
k
NBOD (mg/1)
k y J
D.O. (mg/0
RUNOFF CHARACTERISTICS
7Q10 (cfs/mil)
QA (cfs/mil)
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
TRIBUTARY CHARACTERISTICS
7Q10 (cfs)
/O
QA (cfs)
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
f
SLOPE (fpm)
7
a� •�J , ,, /dc r �,e ;� �;tzcM �1ze 01 qA,( 036 r��p �17 X)eJ
Ao,t VV�, J)ga4e tp-nal"j
'��ic„ a'� ��tacl�/c i(�GChaJ Ar ��r/c,,, klvP✓,
r
Name of facility

Facility: Town of Mocksville Dutchmans Creek
NPDES#: NCO021491
Receiving Stream: Dutchmans Creek
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
02.1167.7000
HA9
57.60 miles squared
57.60 cfs
1.40 cfs
6.60 cfs
9.50 cfs
must be < 400 sq. miles
Drainage Area New Site:
108.00 sq. miles
MAR New Site:
1.0 cfs/miles squared
Qave per Report Equation:
106 cfs
s7Q10 per Report Equation:
2.34 cfs
w7Q10 per Report Equation:
10.91 cfs
30Q2 per Report Equation:
15.40 cfs
Continue
Drainage Area Ratio: 1.88 :1
[ new DA / Da at gage Continue
Weighted Ratio: 0.71 : 1
Over -ride Inappropriate Site (y ):
Drainage Area New Site:
108.00 sq. miles
MAR New Site:
1.0 cfs/miles squared
JVeighted Qave per Report Equation:
106 cfs
leighted s7Q10 per Report Equation:
2.54 cfs
eighted w7Q10 per Report Equation:
11.95 cfs
Neighted 30Q2 per Report Equation:
17.11 cfs

����� 6��-.aka 47
t:c
0- /0

'id

0-

t-n r t ss5-0
-
-- -- - Wit_ — �Sl�/t__
Sl� —
Yo q—
I)e,Ea�h�, @ 3�-.�37 J'� 3o_i1��__ _ -- __
u U
mob. ��-���_s_) /('Qa%_si - --
I Ina YD
nl
�.M�o� �r�_�C�- 3� cx .3�/ Xo��i_J�
d7-
/7
//I ol A 1 4 1 I'llp

NCO021491
Facility: Dutchman Creek WWTP- Town of Mooresville
Discharge to: Dutchman Creek, C
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
2.54
7Q10 (CFS)
2.54
DESIGN FLOW (MGD)
0.981
DESIGN FLOW (MGD)
0.981
DESIGN FLOW (CFS)
1.52055
DESIGN FLOW (CFS)
1.52055
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 (%)
37.45
IWC (%)
37.45
Allowable Conc. (ug/1)
45.40
Allowable Concentration (mg/1)
2.30
Ammonia as NH3
(winter)
7Q10 (CFS)
11.95
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.981
Ratio of 1.7 :1
DESIGN FLOW (CFS)
1.52055
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
11.29
Allowable Concentration (mg/1)
14.22
For Minor domestic-tvoe facilities:
Minimum of 2 mg/I (summer) NH3-N; 4 mg/I (winter) NH3-N
Chlorine:
Residual chlorine must be capped at 28 ug/l to protect for acute toxicity effects

6
*** MODEL SUMMARY DATA ***
Discharger : DUTCHMANS CREEK WWTP Subbasin : 030705
Receiving Stream : DUTCHMAN CREEK - Class: C
Summer 7Q10 : 2.54 Winter 7Q10 11.95
Design Temperature: 14.0
LENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN
mile I ft/mij fps I ft Idesignj @201 Idesignj @200 Idesigni
------------ -------------------------------------------------------------------
Segment 1 I 0.90 2.26 0.216 2.04 0.16 0.21 0.56 0.63 0.19
Reach 1
--------------------------------------------------------------------------------
Segment 1 6.00 2.26 0.218 12.07 1 0.16 1 0.21 1 0.56 1 0.64 0.19
Reach 2
--------------------------------------------------------------------------------
T
Flow
CBOD
NBOD
D.O.
cfs
mg/1
I mg/l
mg/l
Segment 1
Reach 1
Waste
1.521
20.000
18.000
6.000
Headwaters 11.950
2.000
1.000
9.280
Tributary
0.000
2.000
1.000
9.280
* Runoff
0.000
2.000
1.000
9.280
Segment 1
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.530
2.000
1.000
9.280
* Runoff
0.000
2.000
1.000
9.280
* Runoff flow is in cfs/mile

,.
WINTER
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
8.91
4.03
2.92
13.47
1
1
0.10
8.90
4.01
2.90
13.47
1
1
0.20
8.89
4.00
2.89
13.47
1
1
0.30
8.88
3.98
2.87
13.47
1
1
0.40
8.87
3.96
2.86
13.47
1
1
0.50
8.86
3.94
2.84
13.47
1
1
0.60
8.85
3.92
2.83
13.47
1
1
0.70
8.84
3.91
2.81
13.47
1
1
0.80
8.83
3.89
2.80
13.47
1
1
0.90
8.82
3.87
2.78
13.47
1
2
0.90
8.83
3.80
2.71
14.00
1
2
1.00
8.83
3.78
2.70
14.00
1
2
1.10
8.82
3.77
2.69
14.00
1
2
1.20
8.81
3.75
2.67
14.00
1
2
1.30
8.80
3.73
2.66
14.00
1
2
1.40
8.80
3.72
2.64
14.00
1
2
1.50
8.79
3.70
2.63
14.00
1
2
1.60
8.78
3.68
2.62
14.00
1
2
1.70
8.78
3.67
2.60
14.00
1
2
1.80
8.77
3.65
2.59
14.00
1
2
1.90
8.77
3.63
2.57
14.00
1
2
2.00
8.76
3.62
2.56
14.00
1
2
2.10
8.76
3.60
2.55
14.00
1
2
2.20
8.75
3.59
2.53
14.00
1
2
2.30
8.75
3.57
2.52
14.00
1
2
2.40
8.74
3.55
2.51
14.00
1
2
2.50
8.74
3.54
2.49
14.00
1
2
2.60
8:73
3.52
2.48
14.00
1
2
2.70
8.73
3.51
2.47
14.00
1
2
2.80
8.73
3.49
2.45
14.00
1
2
2.90
8.72
3.47
2.44
14.00
1
2
3.00
8.72
3.46
2.43
14.00
1
2
3.10
8.72
3.44
2.42
14.00
1
2
3.20
8.71
3.43
2.40
14.00
1
2
3.30
8.71
3.41
2.39
14.00
1
2
3.40
8.71
3.40
2.38
14.00
1
2
3.50
8.70
3.38
2.37
14.00
1
2
3.60
8.70
3.37
2.35
14.00
1
2
3.70
8.70
3.35
2.34
14.00 '
1
2
3.80
8.70
3.34
2.33
14.00
1
2
3.90
8.70
3.32
2.32
14.00
1
2
4.00
8.69
3.31
2.30
14.00
1
2
4.10
8.69
3.29
2.29
14.00
1
2
4.20
8.69
3.28
2.28
14.00
1
2
4.30
8.69
3.26
2.27
14.00
1
2
4.40
8.69
3.25
2.26
14.00
1
2
4.50
8.69
3.23
2.24
14.00
1
2
4.60
8.69
3.22
2.23
14.00
1
2
4.70
8.69
3.21
2.22
14.00
1
2
4.80
8.69
3.19
2.21
14.00
1
2
4.90
8.69
3.18
2.20
14.00
1
2
5.00
8.69
3.16
2.18
14.00
1
2
5.10
8.69
3.15
2.17
14.00
1
2
5.20
8.69
3.14
2.16
14.00
1
2
5.30
8.69
3.12
2.15
14.00
1
2
5.40
8.69
3.11
2.14
14.00

L
1
2
5.50
1
2
5.60
1
2
5.70
1
2
5.80
1
2
5.90
1
2
6.00
1
2
6.10
1
2
6.20
1
2
6.30
1
2
6.40
1
2
6.50
1
2
6.60
1
2
6.70
1
2
6.80
1
2
6.90
Seg #
Reach #
Seg Mi
8.69
3.09
2.13
14.00
8.69
3.08
2.12
14.00
8.69
3.07
2.11
14.00
8.69
3.05
2.09
14.00
8.69
3.04
2.08
14.00
8.69
3.02
2.07
14.00
8.69
3.01
2.06
14.00
8.69
3.00
2.05
14.00
8.69
2.98
2.04
14.00
8.70
2.97
2.03
14.00
8.70
2.96
2.02
14.00
8.70
2.94
2.01
14.00
8.70
2.93
2.00
14.00
8.70
2.92
1.99
14.00
8.70
2.91
1.98
14.00
D.O.
CBOD
NBOD (
Flow

WINTER
MODEL RESULTS
Discharger
:
DUTCHMANS CREEK WWTP
Receiving Stream :
DUTCHMAN CREEK
----------------------------------------------------------------------
The End D.O.
is 8.70
mg/l.
The End CBOD
is 2.91
mg/l.
The End NBOD
----------------------------------------------------------------------
is 1.98
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment 1
------
8.69
----------------
5.10 2
----
----
--
----------
Reach 1
20.00
18.00
6.00
0.98100
Reach 2
0.00
0.00
0.00
0.00000
� 101 = a k � �.,r,��,..�r.,,��- �s M�ic 5 � i � j1L

3
*** MODEL SUMMARY DATA ***
Discharger : DUTCHMANS CREEK WWTP Subbasin 030705
Receiving Stream : DUTCHMAN CREEK Stream Class: C
Summer 7Q10 : 2.54 Winter 7Q10 : 11.95
Design Temperature: 25.0
LENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN
mile I ft/mij fps I ft Idesign.1 @200 Idesignj @200 Idesigni
------------ -------------------------------------------------------------------
Segment 1 0.90 2.26 0.100 1 1.65 1 0.26 1 0.21 1 0.45 1 0.41 0.44
Reach 1
------------------------------ -----------------------------------------
Segment 1 6.00
-- 2.26 0.100 1.67 0.26 0.21 0.45 0.41 0.44
Reach------- 4 ----------------------------------------------------------------
Flow
cfs
Segment 1
Reach 1
Waste
1.521
Headwaters
2.540
Tributary
0.000
* Runoff
0.000
Segment 1 Reach 2
Waste 0.000
Tributary 0.106
* Runoff 0.000
CBOD
NBOD
D.O.
mg/l
mg/l
mg/l
10.000
9.000
6.000
2.000
1.000
7.440
2.000
1.000
7.440
2.000
1.000
7.440
0.000 0.000 0.000
2.000 1.000 7.440
2.000 1.000 7.440
* Runoff flow is in cfs/mile

SUMMER
Seg #
( Reach #
Seg Mi (
D.O.
CBOD
NBOD
Flow
1
1
0.00
6.90
5.00
4.00
4.06
1
1
0.10
6.76
4.92
3.89
4.06
1
1
0.20
6.62
4.84
3.79
4.06
1
1
0.30
6.49
4.76
3.69
4.06
1
1
0.40
6.37
4.69
3.59
4.06
1
1
0.50
6.25
4.62
3.49
4.06
1
1
0.60
6.14
4.54
3.40
4.06
1
1
0.70
6.04
4.47
3.31
4.06
1
1
0.80
5.95
4.40
3.22
4.06
1
1
0.90
5.86
4.33
3.14
4.06
1
2
0.90
5.90
4.27
3.08
4.17
1
2
1.00
5.82
4.21
3.00
4.17
1
2
1.10
5.74
4.14
2.92
4.17
1
2
1.20
5.67
4.07
2.84
4.17
1
2
1.30
5.60
4.01
2.77
4.17
1
2
1.40
5.54
3.95
2.69
4.17
1
2
1.50
5.48
3.89
2.62
4.17
1
2
1.60
5.43
3.82
2.55
4.17
1
2
1.70
5.38
3.76
2.48
4.17
1
2
1.80
5.33
3.70
2.42
4.17
1
2
1.90
5.29
3.65
2.35
4.17
1
2
2.00
5.26
3.59
2.29
4.17
1
2
2.10
5.22
3.53
2.23
4.17
1
2
2.20
5.19
3.48
2.17
4.17
1
2
2.30
5.17
3.42
2.11
4.17
1
2
2.40
5.14
3.37
2.06
4.17
1
2
2.50
5.12
3.32
2.00
4.17
1
2
2.60
5.10
3.26
1.95
4.17
1
2
2.70
5.09
3.21
1.90
4.17
1
2
2.80
5.07
3.16
1.85
4.17
1
2
2.90
5.06
3.11
1.80
4.17
1
2
3.00
5.06
3.06
1.75
4.17
1
2
3.10
5.05
3.02
1.70
4.17
1
2
3.20
5.05
2.97
1.66
4.17
1
2
3.30
5.05
2.92
1.61
4.17
1
2
3.40
5.05
2.88
1.57
4.17
1
2
3.50
5.05
2.83
1.53
4.17
1
2
3.60
5.05
2.79
1.49
4.17
1
2
3.70
5.06
2.74
1.45
4.17
1
2
3.80
5.06
2.70
1.41
4.17
1
2
3.90
5.07
2.66
1.37
4.17
1
2
4.00
5.08
2.61
1.34
4.17
1
2
4.10
5.09
2.57
1.30
4.17
1
2
4.20
5.11
2.53
1.27
4.17
1
2
4.30
5.12
2.49
1.23
4.17
1
2
4.40
5.14
2.45
1.20
4.17
1
2
4.50
5.15
2.42
1.17
4.17
1
2
4.60
5.17
2.38
1.14
4.17
1
2
4.70
5.19
2.34
1.11
4.17
1
2
4.80
5.20
2.30
1.08
4.17
1
2
4.90
5.22
2.27
1.05
4.17
1
2
5.00
5.24
2.23
1.02
4.17
1
2
5.10
5.27
2.20
0.99
4.17
1
2
5.20
5.29
2.16
0.97
4.17
1
2
5.30
5.31
2.13
0.94
4.17
1
2
5.40
5.33
2.09
0.92
4.17

1
2
5.50
, 1
2
5.60
1
2
5.70
1
2
5.80
1
2
5.90
1
2
6.00
1
2
6.10
1
2
6.20
1
2
6.30
1
2
6.40
1
2
6.50
1
2
6.60
1
2
6.70
1
2
6.80
1
2
6.90
Seg #
Reach #
Seg Mi
5.36
2.06
0.89
4.17
5.38
2.03
0.87
4.17
5.40
2.00
0.85
4.17
5.43
1.97
0.82
4.17
5.46
1.94
0.80
4.17
5.48
1.90
0.78
4.17
5.51
1.87
0.76
4.17
5.53
1.85
0.74
4.17
5.56
1.82
0.72
4.17
5.59
1.79
0.70
4.17
5.61
1.76
0.68
4.17
5.64
1.73
0.66
4.17
5.67
1.70
0.65
4.17
5.70
1.68
0.63
4.17
5.72
1.65
0.61
4.17
D.O.
CBOD
NBOD
Flow

SUMMER
MODEL RESULTS
Discharger
:
DUTCHMANS CREEK WWTP
Receiving Stream :
DUTCHMAN CREEK
----------------------------------------------------------------------
The End D.O.
is 5.72
mg/l.
The End CBOD
is 1.65
mg/l.
The End NBOD
----------------------------------------------------------------------
is 0.61
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment 1
5.05
3.30 2
Reach 1
10.00
9.00
6.00
0.98100
Reach 2
0.00
0.00
0.00
0.00000
S 7
iUN3 09
v

United States Department of the Interior
U.S. GEOLOGICAL SURVEY
3916 Sunset Ridge Road
Raleigh, North Carolina 27607
January 21, 2005
Mr. John C. Grey, Jr., Project Engineer
Grey Engineering, Inc.
P.O. Box 9, 151 Industrial Boulevard
Mocksville, North Carolina 27028
JAN 2 5 2005
--
C_ R -"'ILA QpALITY
POviT Sc:L,cr P,esuru
Dear Mr. Grey:
In response to your request for low -flow data, the U.S. Geological Survey (USGS) does not have site -specific,
low -flow discharge data for Dutchman Creek near Mocksville, NC (station id 0211701350, drainage area 108
mi2). The updated low -flow characteristics that are provided on the attached sheet have been computed by cor-
relating the runoff characteristics of a nearby USGS surface -water site upstream of the request site. Please note
that the flow estimates do not specifically account for the presence of any diversions or regulation, present or
future, which may occur upstream of the request site.
The upstream surface -water site used as the index site is Dutchman Creek near Comatzer (station id 02117000,
drainage 83.8 mi2). Available records of discharge at this site include continuous records of daily mean discharge
from March 1940 through January 1942 and partial records consisting of 10 miscellaneous measurements
obtained during the 1956, 1963, 1970-71, 1973, 1975, and 1979 water years. Assessment of low -flow character-
istics estimated for this site in October 1987 (7Q10 discharge of 15 ft3/s) were based on an analysis that used 7
of the 10 miscellaneous measurements at the index site. No previous analyses have been completed using the
continuous records of discharge at the index site.
A re-evaluation of the low -flow characteristics has been completed for the index site (Sta.02117000) using avail-
able continuous and partial records, and estimated low -flow discharges are lower than the previous estimates.
However, the updated estimates are more consistent with low -flow characteristics (in terms of yields or flow per
square mile of drainage area) at two other upstream USGS sites on Dutchman Creek (Sta. 02116770, drainage
57.6 mil) and Cedar Creek (Sta. 02116790, drainage 19.6 mi2). Updated low -flow analyses were also completed
at these two additional sites to help clarify the low -flow characteristics in the Dutchmans Creek basin.
Available geographic information system coverages of soil maps here in the NC District office indicate that
poorly drained soils occur across much of north and northeastern Davie County. The effect of poorly drained
soils within a basin suggests that water infiltration rates into the soils would be low (relatively to well -drained
soils), resulting in less storage of water within aquifer that would be used to sustain base flows during extended
dry periods.
This information is considered preliminary and subject to revision pending further analysis as further data were
to become available, and is made available through our cooperative program of water -resources investigations
with the North Carolina Department of Environment and Natural Resources.
If you have any questions regarding this information, please contact us at [phone].
cc: Ms. Letoya Fields, NC Division of Water Quality
Enclosure
Sincerely,
C '1" de-vr' �
J. Curtis Weaver
Hydrologist
[phone] • FAX [phone]

SUMMARY OF LOW -FLOW ESTIMATES IN RESPONSE TO REQUEST
REQUEST NO: 91624 SITE NO: 01 DATE: 01/17/2005
SOURCE: Consulting // DENR (DWO)__ACTION: Existing
STATION NUMBER: 0211701350 STATION TYPE: Ungaged (,20)
STATION NAME: Dutchmans Creek near Mocksville. NC
LOCATION: 0.6 mile above Secondary Road 1605., and 3.3 miles east of Mocksville
LATITUDE: 35°53'34" LONGITUDE: 80°30'09"
QUANDRANGLE NAME AND NUMBER: Mocksville jD-16-NE1
COUNTY CODE: Davie [059] STATE CODE: NC r 7] DISTRICT CODE: NC [37]
HYDROLOGIC UNIT CODE: 03040101 ENR BASIN CODE: 03-07-05
DRAINAGE AREA: 108 mil
Flow statistics as follows:
AVERAGE FLOW: Estimated using
1.0
ANNUAL 7Q10 MINIMUM FLOW:
0.0274
ANNUAL 30Q2 MINIMUM FLOW:
0.2184
WINTER 7Q10 MINIMUM FLOW:
,
0.1635
ANNUAL 7Q2 MINIMUM FLOW:
0.1671
NOTES:
ft3/s/mi2
108
ft3/s see note
L-B-1
ft3/s/mi2
3.0
ft3/s see note
B
ft3/s/mi2
23.6 •
ft3/s see note
B
ft3/s/mi2
17.7
ft3/s see note
B
ft3/s/mi2
18.0
ft3/s see note
B
[A] Estimate is based on records collected at or near the request site.
[B] Estimate is based entirely on runoff characteristics observed at nearby streams.
[C] Estimate based on procedures given in USGS Water Supply Paper 2403 "Low -flow Characteristics
of Streams in North Carolina" (Giese and Mason,1993).
[D] Estimate based on procedures given in USGS Water Supply Paper 2403 and in conjunction with
streamflow records collected at or near the request site.
[E] See remarks.
These data are considered provisional and subject to revision pending approval by the Director, USGS.
REMARKS:
• Low -flow estimates based on low -flow characteristics at upstream site 02117000 (Dutchman Creek near
Cornatzer), low -flow characteristics for this site re -analysed in December 2004
• Requested by Mr. John C. Grey, Grey Engineering
ENTERED BY: JCW FEE CHARGED: $ 0

GREY
ENGINEERING, INC.
E N V I R O N M E N T A L A N D C I V I L D E S I G N
2/11/2005
Ms. Susan A. Wilson, Acting Supervisor
NPDES Western Unit
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 276991617
Re: Town of Mocksville
Request for Modification to Dutchmans Creek WWWTP
NPDES Permit Number NCO021491
Dear Ms. Wilson
Included herewith are three copies of the above referenced permit application
and EAA. We have addressed the comments and questions set forth in your
letter of January 20, 2004 in the amended report.
As advised, we have obtained additional confirmation from USGS regarding the 7
day 10 year low flow of Dutchmans Creek at 3.0 cfs. It appears that the proposed
facilities with 24 hours of extended aeration and dechlorination will meet the
speculative limits we were provided.
Please call me with any questions.
Thank you for your consideration of this request.
Sincerely,
Grey Engineering, Inc.
'I Z
John C. GireyOfr., PE
President
CC; Christine Sanders
Steve Tedder w/o attachments
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P.O. Box 9 0 Mocksville, NC 27028 0 Phone: [phone] Fax: [phone] www.greyengineering.com

fm ,
GENERAL INFORMATION
FRI The Town of Mocksville owns and operates two wastewater treatment facilities: the
Dutchmans Creek WWTP (NC 0021491), and the Bear Creek WWTP (NC 0050903).
This report will address only the Dutchmans Creek facility. The facility is located in
Davie County on Garwood Road. See Figure 1 for a vicinity map, Figure 2 for a
topographic map. There is no resident staff located at the facility. The address for the
Town of Mocksville Public Works Department is 337 Sanford Avenue, Mocksville, NC
27028. Their phone number is [phone].
This report was prepared by Carl Davidson, El and John Grey, PE of Grey Engineering
M14 Inc., a consulting firm contracted by the Town of Mocksville. Grey Engineering is
located at 254 Water Street in Mocksville, NC 27028 (336 751-2110).
This report supports a request to increase the permitted flow from the Dutchmans Creek
WWTP from 0.68 mgd to 0.98 mgd to accommodate additional industrial, commercial
and institutional waste flows. The additional flows are provided by the Ingersoll-Rand
Corporation (101,000 gpd), the Wal-Mart complex (65,140 gpd), Crestwood Farms
International (125,000 gpd) and the William R. Davie School (5,700 gpd). See
Appendix A for additional flow documentation.
There are two phases to this project. The first phase has been permitted and consists
of a duplex pump station and approximately 6275 feet of 6" force main to deliver the
Ingersoll-Rand wastewater to the Dutchmans Creek WWTP. The second phase of this
project is an expansion of the Dutchmans Creek WWTP by the addition of influent
screening, aeration basin, clarifier, aerobic digester, chlorination and dechlorination to
increase the rated treatment capacity by 300,000 to 0.98 mgd.
�, Existing System
The Dutchmans Creek WWTP is an extended aeration facility initially constructed in
f, 1970 and expanded in 1983. The treatment facility is in good condition and performs
well. The average daily flow for 2004 was 515,000 gpd or 76% of the plant's rated
capacity. The plant serves a residential population of approximately 3500 persons.
01, Current average annual daily wastewater flows (gpd) from various sources are as
follows:
ran Residential 210,000
Commercial 60,000
Industrial 150,000
Institutional 15,000
1&1 80.000
515,000
The plant is served by approximately 45 miles of sewer line (423 in*miles). I&I is non
excessive by CWSRF standards, however, the Town has an active sewer rehabilitation
program and is working to eliminate I&I from the system.
2111105 Engineering Alternatives Analysis Page I of 6
Dutchmans Creek WWTP (NC0021491)

F, I -( yes
EVALUATION OF DISPOSAL ALTERNTIVES
The options available to the Town of Mocksville to provide an additional 300,000 gpd of
additional wastewater treatment capacity are:
1) Transfer the additional wastewater to the Cooleemee WWTP
2) Connect to a privately owned treatment works.
3) Install a conventional subsurface treatment system.
4) Install a Drip irrigation system
5) Install a spray irrigation system
6) Reuse the water after treatment
7) Surface discharge through the NPDES program
8) A combination of two or more of the above options.
1. Connection to a Different Publicly Owned Treatment Work (POTW) r
The nearest feasible POTW in Davie County is the Cooleemee WWTP owned by the
County of Davie. The Cooleemee WWTP (NC0024872) is permitted to discharge 1.5 7
mgd. The average discharge in 2004 was 0.472 mgd. A force main of approximately
46,000 feet would be needed in order to pump the waste from the Dutchmans Creek
WWTP to the Cooleemee WWTP. See Figure 6 for the geographical relationship 1
between The Dutchmans Creek Plant, the Cooleemee Facility, and other elements
discussed. �►
Flow Chart #1 in Appendix F shows a process flow description for this alternative.
Table #1 in Appendix F summarizes the costs. !
The estimated capital cost of this option is $2,816,000.
The increases in annual operating costs are projected to be $129,000 to cover the
utilities, mechanical maintenance and treatment charges from the Cooleemee WWTP.
2. Connect to Private Treatment Works
There are no privately owned treatment plants in Davie County.
3. Individual / Community Conventional Subsurface Systems
A subsurface system for the disposal of 300,000 gpd of waste would require secondary
treatment prior to disposal. This would be accomplished through the expansion of the
Dutchmans Creek plant, which would include an aeration basin, clarifier, aerobic
digester, chlorination, and dechlorination. The soils in the area of the WWTP are ^
discussed in Appendix D and support a loading of 0.2 to 0.25 gpdpsf. Using an
application rate of 0.25 gallons per day per square foot would yield a drain field of
approximately 1,200,000 square feet. Given the 9 foot minimum center to center
4
2111105 Engineering Alternatives Analysis Page 2 of 6
Dutchmans Creek WWTP (NC0021491)
7

distance of parallel tile lines, and the stipulation that no one tile line should be longer
than 150 feet, this would require approximately 400,000 linear feet of drain line and
�► would cover an area approximately 83 acres in size.
An area of the same size would be required to serve as repair fields. The Town of
firl Mocksville's Dutchmans Creek WWTP is located on an 8 and '/ acre parcel of land, so
additional land would have to be purchased
Mn Flow Chart #2 in Appendix F shows a process flow description for this alternative.
Table #2 in Appendix F summarizes the costs.
Va' The estimated capital cost of this option is $6,495,800.
The increases in annual operating costs are projected to be $24,000 to cover the
increased costs of utilities, sludge disposal, mechanical maintenance and labor
associated with the mowing of the drain field.
M 4. Drip Irrigation
In order to utilize drip irrigation the wastewater must first be treated. This would be
accomplished through the expansion of the Dutchmans Creek plant, which would
include an aeration basin, clarifier, aerobic digester, chlorination, and dechlorination.
Then, the drip system must be installed. An application rate of 0.2 gallons per day per
square foot has been assumed. This yields an effective area of 34 acres. Assuming a
25% buffer, this disposal method would require approximately 45 acres. A 9,000,000
gallon storage pond (30 days) would be required, as well as the necessary pumps,
piping, and drip system.
OM Flow Chart #3 in Appendix F shows a process flow description for this alternative.
Table #3 in Appendix F summarizes the costs.
on The estimated capital cost of this option is $3,000,500.
The increases in annual operating costs are projected to be $29,000 to cover the
Mn increased costs of utilities, sludge disposal, mechanical maintenance, and labor
associated with the mowing of the drip field.
CM 5. Spray Irrigation
In order to utilize spray irrigation, the wastewater must first be treated. This would be
�., accomplished through the expansion of the Dutchmans Creek plant, which would
include an aeration basin, clarifier, aerobic digester, chlorination, and dechlorination.
Then, the spray system must be installed. An application rate of 0.2 gallons per day per
square foot has been assumed. This yields an effective area of 34 acres. Assuming a
25% buffer, this disposal method would require approximately 45 acres. A 9,000,000
gallon storage pond (30 days) would be required, as well as the necessary pumps,
piping, and spray system.
2111105 Engineering Alternatives Analysis Page 3 of 6
fm Dutchmans Creek WWTP (NC0021491)

Flow Chart #4 in Appendix F shows a process flow description for this alternative.
Table #4 in Appendix F summarizes the costs.
The estimated capital cost of this option is $2,580,500.
The increases in annual operating costs are projected to be $29,000 to cover the
increased costs of utilities, sludge disposal, mechanical maintenance and labor
associated with the mowing of the spray field.
6. Reuse
There are two categories of end users that are capable of accepting and using treated
wastewater, agricultural and industrial.
6.1 Golf Course Irrigation
There are no local agricultural systems that utilize separate irrigation systems to irrigate
crops. There are, however, two golf courses in the vicinity that have irrigation systems
that draw from ponds located on the courses. One is the Hickory Hill Golf Club, located
approximately 3 miles away. The other is Twin Cedars Golf Course, located
approximately 5 Y2 miles away. The Hickory Hill Golf Club is located on Lake Louise, a
part of Ellsworth Creek (stream index 12-102-16.5-(1)), which is classified as `B'. Twin
Cedars Golf Course is bisected by Peeler Creek (stream index 12-103-1-(1)), which is
classified as 'C'.
In the case of either of these destinations, the water must first be treated by an
expansion of the Dutchmans Creek WWTP, stored on -site and transferred to the point
of use. A pumping station would be required with associated force main to transport the
reclaimed water to its final destination. In the case of irrigating either golf course with
the effluent, a separate pump station with associated force main would have to be
installed. The Hickory Hill Golf Course is nearer and the pump station would need a
capacity of approximately 208 gpm and 15,800 feet of 6" force main.
Flow Chart #5 in Appendix F shows a process flow description for this alternative.
Table #5 in Appendix F summarizes the costs.
The estimated capital cost of this option is $2,960,600.
The increases in annual operating costs are projected to be $27,000 to cover the
increased costs of utilities, sludge disposal, mechanical maintenance and labor. �—►
6.2 Industrial Reuse
There is only one industrial installation in Davie County that could utilize the
wastewater, that being the Jockey International dying plant located in Cooleemee, NC.
To reuse the wastewater in an industrial dying plant, the effluent must be polished 1'!
2111105 Engineering Alternatives Analysis Page 4 of 6
Dutchmans Creek WWTP (7VC0021491)

Ow
�a
further through membrane treatment. The polishing cell has an estimated cost of $ 2 /
gallon for a total of $ 600,000. In the case of Jockey International, a pump station and
force main would be required to transport the waste to the plant. This system would
include a pump station with a capacity of approximately 210 gpm and 45,000 feet of 6"
force main. For reuse at the Jockey International dying plant, a tank, pumping station,
Ref and internal piping system would be required in the facility itself. Jockey International
currently has a pretreatment permit to treat and discharge up to 475,000 gpd into the
Davie County wastewater system. This waste flows to the Cooleemee WWTP
IM (NC0024872).
Flow Chart #6 in Appendix F shows a process flow description for this alternative.
F" Table #6 in Appendix F summarizes the costs.
The estimated capital cost of this option is $3,887,000.
The decrease in annual operating costs are projected to be $71,000. These include
increases to cover utilities, sludge disposal, mechanical maintenance, and labor. These
increases are more than offset by the projected income from the purchase of the
reclaimed water by the Jockey Corporation. It must be noted that this purchase is only
listed here as a possibility. Jockey Corporation has not been approached about
purchasing reclaimed water and no negotiations have taken place.
In a rural location such as Davie County, reusing the wastewater is cost prohibitive.
Reuse lends itself more to highly industrialized settings where the treatment facility and
end user are in close proximity.
M' 7. Surface Water Discharge Through NPDES Program
The Dutchmans Creek WWTP currently discharges its effluent into the surface waters of
Dutchmans Creek under NPDES permit # NC0021491. The additional facilities include
an aeration basin, a clarifier, an aerobic digester, chlorination, and dechlorination. A
site plan is attached as Figure 3. The Town of Mocksville owns the 8.25-acre parcel
the treatment plant is on. Due to the layout of the existing plant, and the location of the
flood plain, the Town of Mocksville must purchase a 50' wide strip of land to
accommodate the expansion.
Flow Chart #7 in Appendix F shows a process flow description for this alternative.
aq Table #7 in Appendix F summarizes the costs.
The estimated capital cost of this option is $1,687,000.
fm
The increases in annual operating costs are projected to be $18,000 to cover the
increased costs of utilities, sludge disposal, mechanical maintenance, and labor
1=4 associated with the increased amount of equipment.
0"
2111105 Engineering Alternatives Analysis Page S of 6
Mq Dutchman Creek WWTP (7VC0021491)

8. Any Possible Combination of the Above Options
No other combinations of the above referenced alternatives appear feasible.
9. Economic Evaluation Summary
The table below indicates the total costs associated with each of the alternatives
analyzed. See the detailed analysis in Appendix C for further information.
Costs
Transfer
300,000 gpd to
Conventional
Subsurface
Drip
Spray
Reuse to Golf
Reuse to
Expand Capacity
and Revise
Cooleemee
System
Irrigation
Irrigation
Course
Jockey
NPDES Permit
WWTP
Capital
$ 2,816,000
$ 6,495,800
$3,000,500
$ 2,580,500
$ 2,960,600
$3,887,000
$ 1,687,000
Annual
$ 129,000
$ 24,000
$ 29,000
$ 29,000
$ 27,000
$ (71,000)
$ 18,000
NPV
$ 4,310,752
$ 6,773,893
$3,336,530
$ 2,916,530
$ 3,273,455
1$3,064,307
1 $ 1,895,570
10. Recommendation
It appears the most economically feasible alternative is to discharge the treated effluent
directly in Dutchmans Creek under a revision to the existing NPDES permit #
NC0021491.
2111105 Engineering Alternatives Analysis Page 6 of 6
Dutchmans Creek WWTP (NC0021491)

I
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P.O. Box 9 Mocksville, N.C. 27028
greyenglneering.com [phone] TOPOGRAPHIC VICINITY MAP SHEET I�
DRAWN BY: C. DAVIDSON PROJ. NO.: 102.139 FORCE MAIN LOCATION FIG. 2
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greyengineering.com [phone]
DRAWN BY: C. DAVIDSON PROJ. NO.: 102.139
DESIGN BY: C. DAVIDSON I DATE: 09-02-04
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DRAWN BY: C. DAVIDSON PROJ. NO.: 102.139
DUTCHMANS WWTP
FIG 4
DESIGN BY: C. DAVIDSON DATE: 09-02-04
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600.000 GALLON
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GREY ENGINEERING, INC.
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WASTEWATER
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5
DRAWN BY: C. DAVIDSON
PROJ. NO.: 102.139
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SCHEMATIC DIAGRAM
FIG9
DESIGN BY: C. DAVIDSON
DATE: 09-02-04

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CONTOURS AT 10'
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TOWN OF
M O C K S V I L L E
GREY ENGINEERING, INc.
INGERSOLL—RAND PUMP STATION
Civil Design and Surveying
P.O.
Box 9 Mocksville. P.G. 28
SHEET
gineering.com 36)751-21 0
TOPOGRAPHIC VICINITY MAP
FIG. 6
DRAWN BY: C. DA'.
PROD. NO.: 102.139
CITY AND COUNTY
WWTP'S
DESIGN BY: C. DAYiDSON
N
DATE: 11-10-04

APPENDIX A
FLOW REQUEST DOCUMENTATION
INGERSOLL-RAND (NCDENR PERMIT #WQ0024017
WAL-MART (NCDENR PERMIT #WQ024570)
CRESTWOOD FLOW REQUEST 5/19/04
CRESTWOOD FLOW REQUEST 12/10/04
WM.R. DAVIE SCHOOL ACCEPTANCE LETTER
101,000 GPD
65,140 GPD
25,000 GPD
100,000 GPD
5.000 GPD

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11-11 04 0ti:4'_1 exuvi-L,1'. f)r tisater uuaiity 33b'Ii 7 14b�L4
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Govemor
Ms. Christine Sanders, Manager
Town of Mocksville
1 T1 Clement Street
Mocksville, NC 27028
William G. Ross, Jr., Secretary
Alan W. Klimek. P.E., Director
November 15, 2004
Subject: Permit No. WQ0024570
Town of Mocksville
Ingersoll-Rand Pump Station Project
Wastewater Collection System Extension
Davie County
Dear Ms. Sanders:
ram, In accordance with your application received November 12, 2004, we are forwarding herewith
Permit No. WQ0024570, dated November 15. 2004, to the Town of Mocksville for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
0191 Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1)15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. it shall be
the Permittee s responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute § 143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, andlor referral of the North Carolina -licensed Professional Engineer to the licensing
board -
Winston -Salem Regional Office - ��TTOne
585 waughiown Street, Winston-Salem, North Carolina 27107 N �1Ccir01�1I1a
Phone: [phone] Fax: [phone]) Internet: h11pJA12o.enr.sta1e.nc.us �turizl�
An Fnisal nnnnrtuniwAH'irmative Action EinDlover - 50% Recycled/M Post Consumer Paper

r- u4 04- :4'_1 rh+ic',l-L,1v cit %,%ter 1:�ua1ItY S_b'1'1Iilb_0 l'003.1 007 LI-446
Town o1 Mocksville
Page 2
PS4 In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Mocksville for the construction and operation of approximately 299 linear feet of
Ml 8-inch gravity sewer; a 180—gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms, and a portable generator receptacle with telemetry; as well as approximately
5,591 linear feet of 6-inch force main to serve the existing Ingersoll-Rand industrial pre-treatment
system (65,000 GPD) and groundwater remediation wells (36,000 GPD) as part of the Ingersoll-Rand
` p Pump Station project, and the discharge of 101,000 gallons per day of collected industrial wastewater
into the Town of Mocksville's existing sewerage system, pursuant to the application received November
12, 2004 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
Pal
The sewage and wastewater collected by this system shall be treated in the Town of Mocksville
Dutchmans Creek Wastewater Treatment Facility (Permit No. NC0021491) prior to being discharged
into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
rM right to request an adjudicatory hearing upon written request within 30 days following receipt of fhis
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
Fln binding.
If you need additional information concerning this matter, please contact Mike Mickey at (336)
771-4600.
Sincerely,
rM
Jim Alan W. Klimek, P.E.
OR
cc: John Grey, PE/Grey Engineering, Inc., P.O. Box 9, Mocksville, NC 27028
Davie County Health Department
014 WSRONVQS (NPDES No. NC0021491)
PERCS Files - Attn: Marie Doklavic
SWP - Central Files
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OR

11-11- 04 W-1:40 t'N_ I-01V or %,acer �:.iva11r _Jbt!140,SO I-1"_l1 FOLIA l•�01 Ii-44b
NORTH CAROLINA
6'4 ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
`R RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
¢,
This permit shall be effective from the date of issuance until rescinded and shalt be subject to the
following specified conditions and limitations:
rlw� 1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
PR Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
r, 2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
ran 3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
F=l permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
MTV discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
`n c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
rM inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
014
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11-1 i - Wd4 It1r1. I rr%'Jl'1-LI1V U1 VAALC1 QUd11LY _560i 114060 L -101 1-0001' 001 U-44411
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H. .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A
complete certification is one where the form is fully executed and the supporting documents are
provided as applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. in the event that the wastewater collection 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
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
`m' The Permittee shall verbally report to a Division of Water Quality employee at the Winston-Saleme
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
�► of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc., or
b. Any failure of a pumping station or sewer fine resulting in a by-pass directly to receiving waters
PIR without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
MR

11"1 r — 04 UZI., q0 C[11.Jl'1—LJ1V U1 WULCI lklUCi11ly �tiJU J i 14JU6 1 1 —1:J1 C1oU f {i Ll r u—iaiu
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Fast Track Engineering Certification
Permit No. W00024570
Novenit)er S 5, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
�► system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
FOR stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
�► that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Ingersoll-Rand
Pump Station project in Davie County for the Penmittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
R9 within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12. 1996 as applicable; the Division's Minimum Design
full Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
MR
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
Pin Attn: Steve Tedder
01"
rZn The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
MR
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to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
Permit issued this the 151h day of November, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
em - _
joy Alan . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00024570
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1'2''/ 14/ 2004 C18:52 919845 ;' 7r_r3 PIEDMONT LANE► DESD-11N PAGE E t
rip JUL -33- 20t3, 4 15 :.32 ►= R(Y is NC O IUISI Oh' OFF WP T Cc? 336"14630 TO - E91'AW> P' ►'�
�pF WATkR0 Michool F. Easley, Govemor
�3 G William G. Ross Jr., Secretary
worth Caroline Department of Environment and Natural Resources
p Y Alan W. Klimek, P.E.. Olrector
rm,
July 20, 2004
M
Mr. Danny Smith, Public Works Director
Town of MOcksvilfe
171 Clement Street
Mocksville, NG 27028
Dear Mr. Smith:
Subject: Permit No. W00024017
Town of Mocksvffle
Mocksville Town Commons
Wastewater Collection System Extenelon
Davie County
' In accordance with your application received June 15, 2004, and additional information received
on June 16. 2004, and .July 20, 2004, we are forwarding herewith Permit No. W00024017, dated July
20, 2004. to the Town of Mocksville for the construction and operation of the subject wastewater
collection system extension. This permit shall be effective from the date of issuance until rescinded
and shall be subject to the conditions and limitations as specified therein. This cover letter shalt be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
fndivfduai systemwide collection system permit issued to the Parmi'ttee.
I"
mn
M
FM
am
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 'SSA NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina.•iicensed Professional Engineer named in the application, It shalt be the
Permittee's responsibility to ensure that the as -constructed project meats the appropriate design a7!mia
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facifities, and/or referra; cf the North Carolina -licensed Professional Engineer to the licensing board.
Wrtstoh-,Salem Reglarar Offlm rntomer (vrp;nnZo.enr.stato.nc.u%/
585 Weughtpwn 5treot. Wlnston-Sari m, NC 27107 Talephone 1336) 771-4600 Fax (336) 77 t -4031
OENR Custcmer Sorvlce Center T'01E04one 1 800 623-7748
An Eovar OppOrtunity ACHon Employer 50% recycled/10% po.!-eonzwow paper
OR

122 14:.2004 08:52 919 457703 PIEDMONT LAND DESIGN PAGE 0
JUL-c0-2004 13:32 >=Ri-_k'f: WC 0TVISTuN OF WPTF_R 336771463
Town of Mocksville
Page 2
In accordance with the provisions of Artic(e 21 of Chapter 143, Genera( Statutes of North
�+ Carolina es amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Mocksville for the construction and operation of approximately 2.895 linear feet
of 8-Inch gravity sewer to serve a new Wal-Mart, four restaurants (500 seats total), a 3,000 ft2
convenience store, a 10,000 ft2 drug store, a 5,000 fe bank, a 50,000 ftz shopping center (Lot 9), a
Murphy Oil and a 120.000 ft2 future blg laox site (Lot 8). as part of the Mocksville Town Commons
project, and the discharge of 65,140 gallons per day of collected commercial wastewater into the Town
of Mocksville's existing sewerage system, pursuant to the application received June 15, 2004. and in
conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's k4fnimum Design Criteria for the Fast -Track Permftng
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit
The sewage and wastewater collected by this system shall be treated in Mocksville's Dutchman
Creek Wastewater Treatment Facility (Permit No. NC0021491) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
M right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 1508 of North
Carolina Genera( Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are; made, this permit shall be final and
binding.
If you need additional Information concerning this matter, please contact Mike Mickey or me at
OR [phone].
n
M
op
MR
Sincerely,
for Alan W. Klimek, P.E.
cc: Davie County Health Department
Winston-Salem Regional Office, Water Quality section (NPDES Permit No NC0021491)
Ron Hendrlcks/Piedmont Land Design, 8366-104 Six Forks Rd., Raleigh, NC 27615
Water Quality Centre( Files
NDPU Files

14:°2004 08: 5
9198457703
PIEDP IXIT
L"ND L,c7_1I13N
PAGE 04
Pq JUL-20-2004 13: 33
FRi N NC 01Qf5I9,i 0' i PTER
s_3r �7� . 6
TO: 991984�'
P: 4 � 7
M
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEiGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit, 15A NCAC 2H .0200; the Division of Water duality's
(Mvtision) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable: the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
M1 Mains adopted June 1, 2000 as applicable. and other supporting materials unless specifically
mentioned herein.
2. This permit shall be affective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittoa shall maintain compliance with an individual system wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. if an individual
permit Is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be affoctively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 28 .0200.
�+ b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenancce plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f A general olxgervation of the entire sewer system shall be conducted at least onco par year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shale be reported to the appropriate Division regional office in
accordance with 15A NCAC 28 .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 G.
ran
rM
as
MR

122114 2004 H9,r-3:52 9198457703 PIEDMONT LAND P""GE 05
n LIC•O; i 71 F_;3e TO: 94t 98457703rUL -CQ-^034 1J=FvUR�ER 5
A.
4. This pertttit shall not be transferable, in the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Drvfalon accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
PIR considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
p" interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of constructio► and prior to operaffon of these permitted facilities, a certification, a
,--;, copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
f, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted dune 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partialiy certified. you shall retain the responsibility to
F=' track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire
P project has been completed. A copy of ;he construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Constructlon Record
MR Drawings," and one copy of the supporting design calculations to the Water Quality Supervisor,
Winston-Salem Regional Office, 585 Waughtown Street, Winston-Salem, NC 27107.
7. A copy Of the constniCtion record drawings shall be maintained on file by the Permittee for the life
ran of the wastewater collection faculties.
8. Failure to abide by the Conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
MR Minimum Design criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
.tune 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Caroiina General Statutes §143-
OCR 215.6A through §143-215.6C.
9. In the event that the wastewater collection 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
Facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by - other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 213 .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
r, and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Not?fication:
The Permittee shall verbally report to a Division of Water Quality staff member at the Winston-
Salem Regional Office, telephone number [phone], as soon as possible, but in no case
More than 24 hours or on the next working day, following the occurrence or first knowledge of the
occurrence of either of trio following
MR
rm

12 14,' 2004 08: 52 9198457703 PIEDMONT LAND DESIGN PAGE 05
' •TUL-20-2004 13:33 FP,OM:NC DI'UISION OF WRTER 3367714630 TO: 891984-1.3'703 P:6-1?
a. Any promss unit failure, due to known or unknown reasons, that renders the facility Incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, t(ne
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer ilm resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the Influent to such station or facility.
Voice mail messages or faxed inforrnatlon is permissible but shalt not be considered as the initial
yadWl report. Overflows and spills occurring outside normal business hours may also be reported
�*+ to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by corrmplefing Part I
of Form CS-SSO (or the most current Division approved form), within five days following first
fAq knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur, Part 11 of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
P, PerMlt issued this the 20"' day of July, 2044
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fbr Aian . k ime* k, P. E.. Director
Division of Water Quality
By Authority of the Environmental ,Management Commission
SWR Permit Number WQ0024017
on
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3

12/ 14.' 2► 04 P-18: 52 9198457703 PIEDMONT LANE, [JESIt-IN PAGE 07
JUI,--20-2004 13:34 FROM: NC DIUISITON Dr i4PF I R 33677146..:>0 T0:69198457 703 P., 7!7
Felt Tra!Rk Fng,1Q"ripq Certification
Permit No. W00024017
July 20. 2004
Complete and submit this form to the permit Issuing regional office with the following:
• One copy of the project record drawings {plan & profile views of sewer lines) df the wastewater colfecti'on
system extension
• supparfing design calculations (selected .pumps, system carve, operating point, available storage if portable
�+ generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications afge Qlted ,for - chan resultin In hd -o tri llanee h this oermi� regulations or
mlriirrtum design criteria.
This project shall not be considered complete not allowed to operate until this Engineer`s Certification and aff
MR required supporting documentation have been rscaived by the Division. Therefore, It Is highly recommended
that this Certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Owl
J Partial ❑ Final
as a dui r registered Professional Engineer In the State of North Carolfna,
,a having been authorized to observe ( ] periodically, ❑ weekly. ❑ full time) the construction of the Mocksville
Town Commons project in Davie County for the Permittee hereby state that, to tho best of my abilities, due cane
and diligence was used in the observation of the construction such that the construction was observed to be built
r► .�, within substantial compliance of this permit; 15A NCAC 2H .0200; the Divistw of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12. 1996 as applfcable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Farce Malns adopted .tune 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
-... ,... _.... _.......-.,....... .............. . ............. .
SEND] THIS FORM & SUPPORTING DOCUMENT'ATiON
with REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WiNSTON-SALEM REGIONAL OFFICE
` 5$5 WAUGHTOWN STRFEET
r
WINSTON-SALEM NC 27107
Pq
(._...._ _......__.. ...._ ..._ ._........... t
CIR
The Pertnittee is responsible for tracking ali partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater coilectlon system extension prior to completion of this
- Engineer's Certification shall be considered a violation of the permit and shall subject the Permittes to appropriate
enforcement actions.

i ii
Crestwood Farms
r
F� _. e
rus r r. r- L
fm
CMI
�► May 19, 2004
Mr John Grey
Town of Mocksvi l le
M Dear John,
Per our conversation, we will have a future need for county waste water treatment
fm capacity. We have just requested an increase from 75,000 gallons per day effluent to
100,000 gallons per day to serve the current expansion underway. This project is
scheduled for completion on July 12. Plans are on the drawing board at this moment to
start an additional oven line in October to be opened by April, 2005 and will require
a itio waste water capacity. The line opening in July will add approximately 90 new
` jr-S'.h line in April will add approximately 60 new jobs.
Ili rison
. .operations
Crestwood Farms
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254 Enlon Rd. A cuvilo, NC 77028 336-761-94W
Fax
lie Nick Slogick
♦<ax:
PIWnC
Rsi
Crestwood Farms,
LLC'.....
Fromr Jim Hernson,
Pages: 1
Daft- 12/10/2004
CCi
❑ Urgent ❑ For Revi►w ❑Please Commont ❑ Ptsaoo Reply ❑ Pleses Rseyds
Nick,
I anticipate our effluent permit requirement next yaar to rise to 200,000 gallons after the next awltlon
,fim Harrison
Plant Manager
Crestwood Farms, LLC
TOTPL P.©1

an DR. F. W. SLATE
Mayor
Commissioners:
sal J.C. 'BUSTER' CLEARY. Mayor Pro Tem
RICHARD BROADWAY
WILLIAM L (BILL) FOSTER
LASH GAITHER SANFORD, JR.
VERNON THOMPSON
CHRISTINE W. SANDERS
Town Manager
rat
04
(gown o Moc svz e
INCORPORATED 1829
171 CLEMENT STREET
MOCKSVILLE, NC 27028
,=l 3/11 /2004
Rq Mr. Steve Tedder
.Regional Water Quality Supervisor
NCDENR WSRO
M1 585 Waughtown Street
Winston Salem, NC 27107
rAq
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04
ran
oft
Re: Flow Acceptance for William R. Davie Elementary School
Sanitary Sewer Extension
Dear Mr. Tedder:
DANIEL L. SMITH
Director of Public Works
JACK KELLER
Chief of Pollce
PHIL CROWE
Fire Chief
HENRY P. VAN HOY 11
Town Attorney
Please accept this letter as the Town of Mocksville's flow acceptance of the
5,700 gpd indicated in the Davie County Schools, William R. Davie Elementary
School Sanitary Sewer Extension DENR Permit Application. Treatment of these
wastewaters wall be provided at the Town of Mocksville's Dutchman's Creek
Wastewater Treatment Plant, NPDES Permit Number NC0021491.
Sincerely,
Danny L. Smith
Public Works Director
PHONE [phone] FAX [phone]
E-MAIL lownhall®mocksville.com
www.mocksvillenc.org

APPENDIX B
LAND APPRAISAL

FoSTER&AssocIATES,
REAL ESTATE APPRAISAL SERVICES
116
January 22, 2004
Ms. Christine Sanders
Mocksville Town Manager
171 Clement Street
Mocksville, North Carolina 27028
Re: Complete Appraisal
Summary Appraisal Report
Garwood Property
293 Garwood Road
Mocksville, North Carolina
Dear Ms. Sanders:
At your request I have prepared an appraisal of the above referenced property. This property
is located off the north side of US Highway 64, at the end of Garwood Road, in Davie
County, North Carolina. The property is identified in the Davie County Tax Office on Tax
Map J-6 as Tax Lot 49. The Davie County Tax Office indicates the total land area of this tax
lot to be 71.05 acres. This land is improved with a single-family house that contains 1,627
square feet, a barn and other miscellaneous outbuildings.
ItYou have requested that 1 estimate the fee simple value of the unimproved land and the value
of the life estate for the house and land area allocated to this house. For purposes of this
appraisal, I have allocated about one acre to the house and outbuildings, resulting in about
it 70.0 acres of unimproved land. The first section of the appraisal describes and values the 70.0
acres of land. The value of this land is estimated using the Sales Comparison Approach. I
have obtained sales of six parcels of land to use as a basis for estimating the value of this land.
itThese six land sales are selected because they are the most recent sales of land in the area that
would have a highest and best use similar to the property being appraised. Based on these
sales, I am estimating the value of the 70.0 acres of unimproved land to be about $4,300 per
Itacre, for a total value of 5300,000.
Is
The value of the life estate of the house and land area allocated to this house is obtained by
First estimating the fee simple market value of the property. Using sales of other single-family
honks, the fee simple market value of the house and one acre of land is estimated to be
$83,000. To estimate the value of the life estate the current fee simple value of the house is
increased to obtained the estimated value at the time of death of Mr. and Mrs. Garwood.
Using tables obtained from TAXFACKS, I am estimating the remaining life expectancy to be
five years. Increasing the current fee simple value by three percent compounded annually, the
future value at the estimated time of death is $96,200. This future value is then discounted to a
0
1365 Westgate Center Dr., Suite H-2 • Winston-Salem, NC: 27103
Telephone [phone] • Facsimile (3 36) 659-1111

4
Ms. Christine Sanders
.January 22, 2004
Page Two
present value to obtain the value of the lile estate. Taking into Consideration Current financing
rates and uncertainties In estimating future values and remaining life expectancies, I have
"► selected a discount rate of ten percent annually. Discounting the future value of $96,200 to a
present value at 10 percent discounted annually, the estimated present value, or value of the
life estate of the house and one acre allocated to the house, is $60,000.
Adding the estinlatcd fee simple market value of the 70.0 acres of unimproved land of
$300,000 to the estimated value of the life estate of the house and land area allocated to the
house of $60,000, the combined value of the property is estimated to be S360,000.
The estimated value of the property is subject to general assumptions and limiting conditions.
These general assumptions are located in the Addenda of this report. This value is also
contingent upon the following specific assumptions:
• I have estimated that about 20.0 acres of the unimproved land are located in a
flood area. If a survey determines that the flood area is substantially different
from my estimate, the value of the property should be revised accordingly.
• There are an underground fuel storage tank and an Undergl-ound heating oil
storage tank located to the rear of the residence. The estimated value of the
property assumes that the land is not contaminated fi-orn these tanks. If it is
found that the land is contaminated, the estimated value should be revised to
reflect the effect that this contamination Could have upon the value of the
property.
The following narrative appraisal describes the property and the methodology used to
estimate the value of the property. I appreciate the opportunity to assist you with this appraisal
. "' assignment. If you have any questions, or if I may be of any additional service, please do not
hesitate to contact me.
Sincerely yours,
FOSTER AND ASSOCIATES, INCORPORATED
Neal C. Foster, MAI
jry
G• ��}., `''�-:,,
North Carolina Certified
,r.��°'P�,
General Real Estate Appraiser
* '�
,. A233 < x
. T

APPENDIX C
NET PRESENT VALUE CALCULATIONS

•
DUTCHMANS CREEK WWTP UPGRADE
NET PRESENT VALUE ANALYSIS
300,000 GPD EXPANSION
PROJECT 102.139
f1 n
PV = Co + F Ct
t--1 (1 +r)t
PV = Present Value of Costs
Co = Costs incurred in the present year
Ct = Costs incurred in time t
t = Time period after present year (present year is t=0)
r n = Ending year of the life of the facility
r = Current EPA discount rate (5.875% as of 01-OCT-04)
ram,
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Transfer
300,000 gpd to
Cooleemee
Conventional
Subsurface
System
Drip Irrigation
Spray
Irrigation
Reuse to Golf
Course
Reuse to
Jockey
Expand Capacity
and Revise
NPDES Permit
Co
$ 2,816,000
$ 6,495,800
$ 3,000,500
$ 2,580,500
$ 2,960,600
$ 3,887,000
$ 1,687,000
Ct
$ 129,000
$ 24,000
$ 29,000
$ 29,000
$ 27,000
$ (71,000)
$ 18,000
t
n
20
20
20
20
20
20
20
r
5.875%
5.875%
5.875%
5.875%
5.875%
5.875%
5.875%
PV
$ 4,310,752
$ 6,773,893
$ 3,336,530
$ 2,916,530
$ 3,273,455
$ 3,064,307
$ 1,895,570
Note:
See recurring cost breakdown following for additional detail
Reuse to jockey shows a negative recurring cost due to the purchase of the non -potable water
M"

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M
DUTCHMANS CREEK WWTP UPGRADE
NET PRESENT VALUE ANALYSIS
RECURRING COST BREAKDOWN
Transfer
Expand
300,000 gpd to
Conventional
Drip
Spray
Reuse to Golf
Reuse to
Capacity
Cooleemee
Subsurface
System
Irrigation
Irrigation
Course
Jockey
and Revise
NPDES
Item I
WWTP
Permit
Utilities
$
15,000
$
10,000
$
10,000
$
10,000
$
10,000
$
10,000
$ 8,000
Sludge Disposal
$
6,000
$
6,000
$
6,000
$
6,000
$
8,000
$ 6,000
Mechanical Z
$
4,000
$
3,000
$
3,000
$
3,000
$
3,000
$
5,000
$ 2,000
Sewer Charge 3
$
109,000
$ (109,000)
Personnel 4
$
1,000
$
5,000
$
10,000
$
10,000
$
8,000
$
15,000
$ 2,000
Total
$
129,000
$
24,000
$
29,000
$
29,000
$
27,000
$
(71,000)
$ 18,000
Notes
1 Increase in power consumption to operate additional equipment; blowers, pumps, etc.
2 Increased operation and maintenance cost for pumps stations and other equipment
3 Sewer fees charged by the County of Davie - estimated at $1 / 1000 gallons treated
In the case of reuse to Jockey, it is assumed that Jockey will pay $1.00 / 1000 gallons
for non -potable water
4 Increase maintenance costs - inspections, mowing disposal fields; membrane polishing cell, etc.
Nn
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APPENDIX D
SOILS ANALYSIS REPORT

a
SOILS ANALYSIS
am
This soils analysis was based upon information contained in the United States
Department of Agriculture's Soil Survey of Davie County, North Carolina dated May
1995. See the attached Figure 3, Topographic Site Map and Figure 4 Soil Survey Map
for reference.
The area of planned expansion contains soils classified as Gaston Clay Loam. This soil
is typically moderately eroded and has mixed subsoil material into the remaining surface
,I, layer, caused by tillage associated with farming. Water and air move through the soil at
a moderate rate. The water table is generally greater than 6 feet from the surface.
r, Also included in this classification are small areas of Enon and Mecklenburg soils, which
are slowly permeable. These soils typically make up from 5 to 15 percent of the
classified area. These areas are typically used for cropland or pasture.
The site also contains some Chewacla Loam in the flood plain along Leonard and
Dutchmans Creeks. These soils are frequently flooded for brief periods of time. Water
and air move through these soils at a moderate rate. The seasonal high water table is
typically within a depth of 1-'/Z feet. The depth to bedrock is usually more than 5 feet.
Pq Also included in this classification are small areas of Altavista, Buncombe, Riverview,
and Roanoke soils. Typically the Altavista soils are found on flood plains and
Buncombe soils are found adjacent to stream channels. The Riverview soils are
typically found in slightly higher positions, closer to stream channels. The Roanoke
soils are typically found at the base of upland slopes.
'&' The local Environmental Health office typically allows loading rates in the range of 0.2 to
0.25 gallons per day per square foot for these types of soils.
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INGERSOLL-RAND PUMP STATION COST ESTIMATE

Town of Mocksville
Ingersoll-Rand Pump Station/Dutchmans Creek WWTP Addition Project
4*1
Table # 7
Pump Station and Forcemain
Duplex Pump Station delivering 180 gpm @ 116 ft tdh
$
55,000
Site Improvements
$
9,000
* 5,405 If of 6" PVC forcemain w/ road bores
$
90,000
300 If of Gravity Sewer
$
10,000
Street Repair
$
20,000
Erosion Control
$
10,000
Construction Costs for Pump Station and forcemain
$
194,000
Miscellaneous
min
Engineering Fees
Design
$
15,000
Inspection
$
5,000
Legal Fees
$
5,000
Contingency
$
10,000
Total Miscellaneous for Pump Station
$
35,000
Total for Pump Station and forcemain
$
229,000
Wastewater Treatment Improvements
Site Work
$
60,000
Influent Pump Station Upgrade
$
100,000
Site Piping / Valves
$
41,500
Screening
$
125,000
Flow Splitting
$
35,000
New Aeration Basin w/ Aerators
$
250,000
New Clarifier
$
250,000
New RAS/WAS Pumping Systems
$
125,000
New Chlorine Contact and Reaeration
$
75,000
Instrumentation
$
30,000
New Sludge Holding & Disposal
$
90,000
Erosion and Sediment Control
$
10,000
Total Construction Estimate WWTP
$
1,1919500
Miscellaneous
Land (1 ac)
$
10,000
PER / EA
$
15,000
Engineering Fees
Design
$
76,000
Inspection
$
25,000
O&M Manual
$
15,000
Legal Fees
$
10,000
CDBG Grant Admin Fees
$
25,000
Contingency
$
90,500
Total Miscellaneous
$
266,500
fen
Total for Wastewater Treatment Plant Upgrade
$ 11687,000

School
5,700 gpd
Dutchmans Creek WWTP Expansion
Flow Schematic # 1
Transfer of 300,000 gpd to Cooleemee WWTP
Crestwood
125,003 gpd 1
New Influent
Mechanical
Screen
Upgraded
Dutchmans
Influent Pump
Station
Wal-Mart
% 765,140 gpd
LNew
I-R P/S
.)
101,000 gpd
6275 If of 6" fm
Existing
T
Dutchmans -� Creek
WWTP Discharge to
Dutchmans
Creek
729 gpm I New Pump
peak flow Station
Upgraded
Cooleemee
Influent
Pump Station
46,000 If of 10" fm

TABLE #1 - TRANSFER 300,000 GPD TO COOLEEMEE WWTP
,a, Pump Station and Force Main Construction Cost
F214 300,000 gpd
Process
Name
Equipment
Comment
Ingersoll-Rand Pump Station
194,000
See Appendix E
Mechanical Screen
100,000
Pricing from U.S. Filter
Flow Splitting
35,000
See Appendix E
Pump Station Upgrade
125,000
See Appendix E
New Pump Station to Cooleemee
200,000
130 HP pumps
Standby Generator
80,000
Quote from supplier
Force Main (46,000 LF of 12" 0)
1,932,000
$42.00 / foot from R.S. Means
Upgrade Cooleemee PS
150,000
Pricing from similar projects
Total Capital Costs
2,816,000
Notes Forcemain pricing includes road bores, valves, restoration and easement
acquisition
Peaking factor of 3.4 was used
r, Static lift is 169 feet
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Dutchmans Creek WWTP Expansion
Flow Schematic # 2
Conventional Sub Surface Discharge of 300,000 gpd
Crestwood
125,00) gpd
School
5,700 gpd
G
Upgraded
Dutchmans
Creek WWTP
New Flow
Splitter
New
Nitrification
Field Pump
Station
New
Nitrification
Field (83 Ac)
Wal-Mart
,765,140 gpd
Discharge to
Dutchmans Creek
(.680 mgd)
Force Main to
Nitrification
Field
E�
101,000 gpd
6275 If of 6" fm

,
e
TABLE #2 - INSTALL A SUBSURFACE TREATMENT SYSTEM
Rn Secondary Treatment and Sub Surface Disposal
M:q 300,000 gpd
Process
Name Equipment Comments
O' Secondary Treatment Expansion 1,687,000 See Appendix E
Flow Splitting 35,000 See Appendix E
Drain Field Pump Station 60,000 Pricing from similar projects
raq Land Acquisition 166 Ac @ 4,300 713,800 See Appendix B
Drain Field Installation 4,000,000 Unit price of $10 / If from a local contractor
Total Capital Costs 6,495,800
Slq
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Drain line design loading is 0.25 gpdpsf
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Dutchmans Creek WWTP Expansion
Flow Schematic # 3
Discharge of 300,000 gpd by Drip Irrigation
Crestwood
125,00 3 gpd
School
5.700 gpd G
Upgraded
Dutchmans
Creek WWTP
New Flow
Splitter
New Pump
Station
New
Holding
Pond
New Drip
Irrigation
Pumps
New Drip
Irrigation
Field (45 Ac)
Wal-Mart
7 65,140 gpd
Discharge to
Dutchmans Creek
(.680 mgd)
New
I-R P/S
101,000 gpd
6275 If of 6" fm

TABLE #3 - INSTALL A DRIP IRRIGATION SYSTEM
�., Secondary Treatment and Drip Irrigation
300,000 gpd
Process
Name Equipment
Secondary Treatment Expansion 1,687,000 See Appendix E
Flow Splitting 35,000 See Appendix E
Pump Station to Holding Pond 60,000 Pricing from similar projects
ri, Holding Pond 350,000 Pricing from earthwork projects of similar scale
Drip System Pump Station 60,000 Pricing from similar projects
Land Acquisition 45 Ac @ 4,300 193,500 See Appendix B
M1 Drip Irrigation System 615,000 Pricing from Wastewater Systems, Inc.
`zv' Total Capital Costs 3,000,500
M
Notes
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Holding pond provides 30 days of storage with 4.6 acres of surface
area and 6 feet of depth. Pricing includes pumping to pond, piping,
valves, excavation, dam construction, and property acquisition
014

School
5,700 gpd
Dutchmans Creek WWTP Expansion
Flow Schematic # 4
Discharge of 300,000 gpd by Spray Irrigation
Crestwood
125,00) gpd
Upgraded
Dutchmans
Creek WWTP
New Flow
Splitter
New Pump
Station
New
Holding
Pond
New Spray
Irrigation
Pumps
New Spray
Irrigation
Field (45 Ac)
Wal-Mart
7
65,140 gpd
Discharge to
Dutchmans Creek
(.680 mgd)
New
I-R P/S
101,000 gpd
6275 If of 6" fm

TABLE #4 - INSTALL A SPRAY
IRRIGATION SYSTEM
Secondary Treatment and Spray Irrigation
300,000 gpd
Process
Name Equipment
Secondary Treatment Expansion 1,687,000
See Appendix E
Flow Splitting 35,000
See Appendix E
Pump Station to Holding Pond 60,000
Pricing from similar projects
Holding Pond 350,000
Pricing from earthwork projects of similar scale
Drip System Pump Station 60,000
Pricing from similar projects
Land Acquisition 45 Ac @ 4,300 193,500
See Appendix B
Spray Irrigation System 195,000
Solid set spray units priced by Gra-Mac, Inc.
`u' Total Capital Costs 2,580,500
M
Notes
M
FM
M
SMI
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OR
MR
Holding pond provides 30 days of storage with 4.6 acres of surface
area and 6 feet of depth. Pricing includes pumping to pond, piping,
valves, excavation, dam construction, and property acquisition

School
5,700 gpd
Dutchmans Creek VWVfP Expansion
Flow Schematic # 5
Discharge of 300,000 gpd by Golf Course Reuse
Crestwood
125,000 gpd
FC
Upgraded
utchmans
eek WWTP
New Flow
Splitter
New Pump
Station
New
Holding
Pond
210 gpm I New Pump
Station
Golf Course
Irrigation
Svstem
Wal-Mart
7
65,140 gpd
Discharge to
Dutchmans Creek
(.680 mgd)
E!
101,000 gpd
6275 If of 6" fm
15,800 If of 6" fm

TABLE #5 - REUSE THE WATER AT A GOLF COURSE
Secondary Treatment and Reuse at Hickory Hill Golf Course
PER 300,000 gpd
Process
Name Equipment
FW Secondary Treatment Expansion 1,687,000 See Appendix E
Flow Splitting 35,000 See Appendix E
Pump Station 60,000 208 gpm
FM Holding Pond 350,000 Pricing from earthworks projects of similar scale
New pump station to Golf Course 60,000 Pricing from similar projects
Force Main (15,800 If of 6" 0) 268,600 $17.00 / foot from R. S. Means
Rework Golf Course Irrigation System 500,000 R. S. Means, assuming salvage of most of
existing system
Total Capital Costs 2,960,600
rM Notes
Forcemain pricing includes road bores, valves, restoration and easement
acquisition
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Dutchmans Creek WWTP Expansion
Flow Schematic #6
Discharge of 300,000 gpd by Jockey International
Crestwood
125,003 gpd
School
5,700 G
210 gpm
Upgraded
Dutchmans
Creek WWTP
New Flow
Splitter
New Pump
Station
New
Holding
Pond
New
Membrane
Filtration and
Disinfection
New Pump
Station
Wal-Mart
% 65,140gpd
Discharge to
Dutchmans Creek
(.680 mgd)
45,000 If of 6" fm
Jockey Plant
Process
System
New
I-R P/S
101,000 gpd
6275 If of 6" fm

TABLE #6 - REUSE THE WATER AT JOCKEY INTERNATIONAL
Secondary Treatment and Reuse at Jockey International
300,000 gpd
Process
Name
Equipment
Secondary Treatment Expansion
1,687,000
See Appendix E
Flow Splitting
35,000
U.S. Filter
Pump Station
60,000
Pricing from similar projects
fW� Holding Pond
350,000
Pricing from earthworks projects of similar scale
Membrane polishing cell
600,000
Estimated at $2/gallon/day
New pump station to Jockey Plant
140,000
210 gpm
Force Main (45,000 If of 6"0)
815,000
$18.00 / foot from R. S. Means
Jockey Plant piping modifications
200,000
Pricing from projects of similar scale
Total Capital Costs
3,887,000
M
Notes
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ram►
Fal
M
MR
Pricing of membrane cell includes housing, controls, and piping
Forcemain pricing includes road bores, valves, restoration and easement
acquisition
Static lift is 169 feet
rX,

School
5,700 gpd
Dutchmans Creek WWTP Expansion
Flow Schematic # 7
Upgrade Plant and Discharge to Dutchmans Creek
Wal
art
125,000 gpd (�M 65,140 gpd
Crestwood
T7
I
New Influent
I
Mechanical
I
I
Screen
I
I
I
1
1
I
I
Upgraded
I
Dutchmans
I
Influent Pump
Dutchmans I
Station
Creek WWTP I
I
Upgrade I
I
I
I
I
I
I
I
New Flow
I
I
I
Splitter
I
I
I
I
I
I Existing
I
I
New Aeration Basin,
I
Dutchmans
Digester, Clarifier,
Creek
Chlorine Contact
I
WWTP
and De -Chlorination
I
L———— —— — — ——
-----————— — —— ——i
Discharge to
Dutchmans
Creek
Ne1S)
Ne
101,000 gpd
6275 If of 6" fm

P" Town of Mocksville
Ingersoll-Rand Pump Station/Dutchmans Creek WWTP Addition Project
Table # 7
Pump Station and Forcemain
'"'
* Duplex Pump Station delivering 180 gpm @ 116 ft tdh
$
55,000
Site Improvements
$
9,000
* 5,405 If of 6" PVC forcemain w/ road bores
$
90,000
300 If of Gravity Sewer
$
10,000
Street Repair
$
20,000
Erosion Control
$
10,000
Construction Costs for Pump Station and forcemain
$
194,000
Miscellaneous
Engineering Fees
riq
Design
$
15,000
Inspection
$
5,000
Legal Fees
$
5,000
Contingency
$
10,000
Total Miscellaneous for Pump Station
$
35,000
Total for Pump Station and forcemain
$
229,000
Wastewater Treatment Improvements
Site Work
$
60,000
Influent Pump Station Upgrade
$
100,000
Site Piping / Valves
$
41,500
Screening
$
125,000
Flow Splitting
$
35,000
New Aeration Basin w/ Aerators
$
250,000
New Clarifier
$
250,000
New RAS/WAS Pumping Systems
$
125,000
New Chlorine Contact and Reaeration
$
75,000
Instrumentation
$
30,000
New Sludge Holding & Disposal
$
90,000
Erosion and Sediment Control
$
10,000
Total Construction Estimate WWTP
$
11191,500
Miscellaneous
Land (1 ac)
$
10,000
PER / EA
$
15,000
Engineering Fees
Design
$
76,000
Inspection
$
25,000
fan
O&M Manual
$
15,000
Legal Fees
$
10,000
CDBG Grant Admin Fees
$
25,000
Contingency
$
90,500
Total Miscellaneous
$
266,500
Total for Wastewater Treatment Plant Upgrade
M
$ 11687,000
0"