NC0085812_Wasteload Allocation_19960703

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO085812
PERMITIEE NAME: Union County Public Works Department
FACILITY NAME: Grassy Branch Treatment Plant
Facility Status: Proposed
Permit Status: New
Major
Minor -I
Pipe No.: 001
Design Capacity: $44de'- 0,0Z M6o See aL7 .cJGCL CA
Domestic (% of Flow): 100 % - "/Xi Do'l
Industrial (% of Flow):
Comments:
RECEIVING STREAM: Crooked Creek
Class: B
Sub -Basin: 03-07-12
Reference USGS Quad: G17NW (please attach)
County: Union
Regional Office: Mooresville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: Mark McIntire
Prepared by:
Reviewed by:LhLLA
VA'SA- -t6z
Date: 5/10/96
Date: % / 6
(W)
M
Modeler I Date Rec. I #
5 3 9 to 1 w4gly
Drainage Area (mil ) q 3.9 Avg. Streamflow (cfs):
7Q10 (cfs) 0 Winter 7Q10 (cfs) Q, q 30Q2 (cfs) 0,
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
INSTREAM MONITORING REQUIREMENTS
AfcD,, 41 Upstream Location: 50 feet upstream of outfall
Downstream Location: NC 218 bridge approx. 0.3 mi downstream of outfall
_ Parameters: temp, DO, fecal, conductivity
I Il: Special instream monitoring locations or monitoring frequencies:
Chi
Monthly Average
Summer Winter
G 0 0 02
Comments:
WastefloW (M D).
02
BOD5 (mg/1):
5.0
10.0
NH3N (mg/1):
2.0
4.0
DO (mg/1):
6.0
6.0
TSS (mg/1):
30.0
30.0
Fecal Col. (/100 ml):
200
200
pH (SU):
6-9
6-9
Residual Chlorine (µgh):
17
17

At
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1 .� v SSOr
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160
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low� r�=b - - � ��? ' . .,;sec ��. • c.--� i •�\ ,_ ,.' .��• ,'�; ��.
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ROAD CLASSIFICATION
PRIMARY HIGHWAY LIGHT -DUTY ROAD. HARD OR
HARD SURFACE O IMPROVED SURFACE
SECONDARY HIGHWAY
HARD SURFACE C==00w= UNIMPROVED ROAD
Latitude 35°07'50" Longitude 80029'40"
Map # G17 NW Sub -basin 03-07-12
Stream Class C
Discharge Class 100% Domestic
Receiving Stream Crooked Creek
Design Q 0.050 MGD
Permit expires ] 3 1 / 1
SCALE 1:24 000
0 1 MILE
0 7000 FEET
1 0 1 KILOMETER
CONTOUR INTERVAL 10 FEET
QUAD LOCATION
Grassy Branch WWTP
NCO085812
Union County
W WTP

LvnbDeASjj�j
Engineering Services, Inc.
April 25, 1996
c
Mr. David A. Goodrich z
Supervisor of NPDES Discharge
North Carolina Division of Environmental Management
512 N. Salisbun• Street p'
Raleigh NC 27604 co
co
Re: Application For NPDES Permit t�v
Grasse Branch Treatment Plant
Union County
LDESI P.N. 85161
Dear Mr. Goodrich:
On behalf of the Union county Public Works Department, we are submitting, herewith, an application and
supp6rting documentation for the proposed new discharge to Crooked Creek at the confluence of Grassy Branch
in Union Counter.
The proposed new treatment facilities will provide for the abandonment of the existing treatment facilities serving
Unionville (N00030562), Piedmont Middle (NC0028525), and Piedmont High Schools (NC0030635), all of
,%v,hich are current operating under an SOC (89-40 Ad I).
A check in the amount of $400.00 is also enclosed for processing.
The proposed facilities are envisioned as a logical solution to the on -going problems at the three schools and as
an integral part of the County's long range master plan, which is currently under review by the Division. The
plant would eventually be replaced by a pump station when the regional plant is built on Crooked Creek at Rocky
River. Several figures are included in the Report showing the location of these facilities. .
We appreculte your cooperat'
4eC.
s
rt .E.
DCS/fj
cc: Jimmv Gordon
Rex Gleason
welcome and questions or comments.
1700 East Boulevard 14-C Oak Branch Drive
Charlotte, NC 28203 Greensboro, NC 27407
704.376.7777 Telephone: [phone]
Fax: [phone] Fax: [phone]

2.04 Design Flows
Based on tax maps and review of the drainage basin it is estimated that 190 residences now exist in
addition to the three schools, which utilize approximately 660 acres (discounting farm acreage). Of
the estimated 2,440 acres in the basin approximately 15% or 460 acres are estimated to be
undevelopable as road rights -of -way, creeks or wetlands, institutional property, or utility rights -of -
way (overhead transmission lines, etc.). Of the 1,320 remaining acres, at an average density of one
(1) dwelling unit per two acres (double the existing density), the number of homes in the basin could
increase by 660, which would represent a 350% increase in the number of residential units. Allowing
for an average flow of 360 gpd per connection, 30,000 gpd allowance for the schools and 14,000 gpd
for churches and small retail, the flow from the Grassy Branch area could reasonably total 350,000
gpd. However, based on a 10% growth rate and allowance for the three schools, it is unlikely that
the basin flow would exceed 200,000 gpd within ten years, by which time the County would
anticipate implementation of major portions of the Countywide Master Utility Plan.
Accotdingly a design flow of 200,000 gpd, representing a reasonable projection of flow for the three
schools, and the Grassy Branch Basin has been utilized in the development and evaluation of
■ alternatives.
It should be noted that, for the purposes of this study, and in accordance with the County's direction
to seek a long term viable solution to the school's problems representing an integral component of
the County's long range plans, an evaluation of possible alternatives for handling only the flows from
the schools (<30,000 gpd), has not been conducted and is deemed undesirable as a responsible
of County Public Works funds.
-7-

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requester.
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Grassy Branch Treatment Plant
NCO085812
Domestic -100%
Proposed
New
Crooked Creek
B
03-07-12
Union
MooresvilleC
Mark McIntire
5/10/96
G17NW
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 8487
OF
� N.�.'I�l�iz.-.L I.rsoL'�
3UX IL 0 1996
VISION Of Et11i3.EiO?I�EZ�L O� E�IEtYT
Strewn C�ia�-:fiEfii9Lfft
USGS #
see -below
Date.
Drainage Area (mi2):
43:9j
Summer 7Q10 (cfs):
0
Winter 7Q10 (cfs):
0.41
Average Flow (cfs):
30Q2 (cfs):
0.6
IWC M:
100%'LA
* Flow estimates for Crooked Creek at the outfall are based in part on data collected at a USGS
low flow partial record station (02.1247.6600) located approximately 4.3 miles upstream of the
proposed discharge.
This WLA is for a wasteflow of 0.02 MGD.
Unionville Elementary (NC0030562), Piedmont Middle (NC0028525) and High Schools
(NC0030635) currently discharge to zero flow streams. As part of an SOC compliance schedule, a
new WWTP will be installed which will combine the flows from the three schools and relocate the
discharge to Crooked Creek. The new plant should provide significantly better treatment than the
three individual plants and enable the schools to get off the SOC. On October 30,1995 the
consulting engineer for the county requested speculative limits for a waste flow of 0.02 MGD.
The consulting engineer provided flow data from the three schools to support the request for a
waste flow of 0.02 MGD. Union County has since applied for a permit for 0.2 MGD for the
proposed Grassy Branch Treatment Plant. When inquiring about the flow discrepancy, Mark
McIntire was told by the consulting engineers that the additional flow was needed to provide
service for the anticipated growth in the number of residential customers near the schools. In
March 1996 the County submitted a sewer system master plan to the Division for review. The plan
was reviewed for references to the County's plan for expanding the proposed Grassy Branch
WWTP beyond the 0.02 MGD capacity needed to get the schools off the SOC. Attached is a
correspondence from Andy McDaniel to Don Safrit outlining the findings of this review. In order
to encourage Union County to continue its long range planning for regional sewer service to its
customers a permit limit for 0.02 MGD is recommended.
Since the summer 7Q10 flow in Crooked Creek is estimated to be 0 cfs a modeling analysis
can not be done to quantify the instream impacts of the proposed discharge. As a result, instream
monitoring is recommended.

The facility should be requested to send in a copy of a 7.5 minute USGS topo map with the exact
discharge location marked. The large scale map supplied with the permit application is hard to read
and an accurate lat/long measurement for the GIS coverage would be difficult to obtain.
Special Schedule Requirements and additional comments from Reviewers:
1 ft. T37U A
MeMl T PC4JI4-L
Will6-P CAr%,JOT Ag
ZtVlr11AW C,W 5-11
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OF D. z Co l
Recommended by: /",-161
Reviewed by
Instream Assessment:
Regional
Permits & Engineering:
RETURN TO TECHNICAL SUPPORT BY: J U L 0 6 1996
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WLq
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3
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
PH (SU):
Residual Chlorine (µg/1):
CONVENTIONAL PARAMETERS
Monthly Average
Summer
Winter
WQ or EL
0.02
0.02
5.0
10.0
WQ
2.0
4.0
WQ
6.0
6.0
WQ
30.0
30.0
200
200
6-9
6-9
17
17
WQ
Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
No parameters are water quality limited, but this discharge may affect future allocations.
INSTREAM MONITORING REQUIREMENTS
Upstream Location: 50 feet upstream of outfall
Downstream Location: NC 218 bridge approx. 0.3 mi downstream of outfall
Parameters: temp, DO, fecal, conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Page 1
Note for Arty McDaniel
From: Don Safrit
Date: Thu, Jun 6, 1996 8:43 AM
Subject: RE: Unionville and Piedmont Schools
To: Andy McDaniel
Cc: Carla Sanderson; Dave Goodrich; Mark McIntire
Say no to 0.2 mgd - only 0.02 mgd to cover the schools.
Thanks, Don
From: Andy McDaniel on Wed, Jun 5,1996 6:23 PM
Sub3ect: Unionville and Piedmont Schools
To: Don Safrit
Cc: Carla Sanderson; Dave Goodrich; Mark McIntire
Don,
At your request I've reviewed the Union Co. master sewer plan for references to the
County's plans for expanding the proposed Grassy Branch WWTP (NC0085812) beyond
the 0.02 MGD capacity need to get the schools off an SOC. Recall that Union Co. has
applied for a permit for 0.2 MGD as opposed to a flow of 0.02 MGD which we gave
speculative limits for on January 30,1996. Below are my findings from the master sewer
plan:
1. On p. 23 the plan recommends construction of a new regional WWTP on the Rocky
River. The plan recommends that design and construction should begin immediately "to
minimize the proliferation of small package plants...". Unionville and Piedmont Middle and
HS would be included in a future service area as outlined in Figure 4.
2. On p. 25 Table 8 outlines Piedmont HS/Unionville WWTP as an immediate priority for
improvements (presumably because the schools are currently under an SOC). A design
capacity of 0.06 MGD is listed along with 8" sewer lines.
3. The western portion of Union Co. is forceasted to have the highest population growth due
to the proximity to Charlotte. Figure 7 illustrates the proposed sewer lines for the Greater
Goose Creek basin which includes service to the Unionville area and Piedmont Middle and
High Schools. The plan recommends construction of the proposed sewer lines to begin
immediately in the western part of the basin and be phased roughly the further east you go.
A sewer line and pump station connecting Unionville and Piedmont Middle and HS to the
proposed Rocky River regional WWTP is scheduled to go into service in the year 2015.
After reviewing the sewer system master plan my recommendations for a management
strategy in this case would be to permit the proposed Grassy Branch WWTP for 0.02 MGD.
This would allow for adequate service to the three schools and improved treatment as stated
in the letter to you from Dale Stewart requesting speculative limits (Oct. 30,1995). Mark
McIntire was told by the consulting engineer that the 0.2 MGD flow is needed as a result of
updated population growth estimates for the area. The additional flow would be used to
provide service to residential customers. I feel that updated growth estimates should be
addressed in an addendum or revision to the sewer master plan in order to encourage the

Page 2
County to continue its planning efforts. The master plan submitted for our review does not
address the use of package plants as an interim wastewater treatment solution until connection
to the proposed regional plant is available. In addition, a 0.2 MGD discharge is more likely
to have an impact to the recieving stream, Crooked Ck. However, since Crooked Ck. is
estimated to have a S7Q10=0 cfs flow I can not quality this impact using our current models.
Please let me know your thoughts on the matter so I can process this WLA.

August 22, 1997
MEMORANDUM
To: File
From: Mark McIntire
NPDES Group
Subject: NPDES permit modification
Grassy Branch WWTP - NCO085812
Union County
Background
Union county was issued NPDES permit number NCO085812 on October 14, 1996. About a year prior to
that issue date, Union county requested speculative Iimits for a 20,000 gpd facility. Speculative limits were
granted. When the permit application came in from the county, a flow of 200,000 gpd was requested. As
this discharge was proposing to remove three school discharges, all flowing into zero flow streams, it was
deemed appropriate by the Division to grant only that flow needed for the schools. A permitted flow of
30,000 gpd was granted.
Union county and Land Design Engineering subsequently requested an Authorization to Construct for a
30,000 gpd wastewater treatment facility. The plans and specifications were reviewed and found to be
satisfactory. An ATC was issued to Union county on March 7, 1997.
This permit modification request is for an increase in permitted flow from 30,000 to 50,000 gpd. The
alternatives analysis for this discharge was reviewed and found to be satisfactory. The permit was drafted
with a flow of 0.05 MGD and no change in permit limits.

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Page 1
Note for Andy McDaniel
From: Don Safrit
Date: Thu, Jun 6, 1996 8:43 AM
Subject: RE: Unionville and Piedmont Schools
To: Andy McDaniel
Cc: Carla Sanderson; Dave Goodrich; Mark McIntire
Say no to 0.2 mgd - only 0.02 mgd to cover the schools.
Thanks, Don
From: Andy McDaniel on Wed, Jun 5, 1996 6:23 PM
Subject: Unionville and Piedmont Schools
To: Don Safrit
Cc: Carla Sanderson; Dave Goodrich; Mark McIntire
Don,
At your request I've reviewed the Union Co. master sewer plan for references to the
County's plans for expanding the proposed Grassy Branch WWTP (NC0085812) beyond
the 0.02 MGD capacity need to get the schools off an SOC. Recall that Union Co. has
applied for a permit for 0.2 MGD as opposed to a flow of 0.02 MGD which we gave
speculative limits for on January 30,1996. Below are my findings from the master sewer
plan:
1. On p. 23 the plan recommends construction of a new regional WWTP on the Rocky
River. The plan recommends that design and construction should begin immediately "to
minimize the proliferation of small package plants... Unionville and Piedmont Middle and
HS would be included in a future service area as outlined in Figure 4.
2. On p. 25 Table 8 outlines Piedmont HS/Unionville WWTP as an immediate priority for
improvements (presumably because the schools are currently under an SOC). A design
capacity of 0.06 MGD is listed along with 8" sewer lines.
3. The western portion of Union Co. is forceasted to have the highest population growth due
to the proximity to Charlotte. Figure 7 illustrates the proposed sewer lines for the Greater
Goose Creek basin which includes service to the Unionville area and Piedmont Middle and
High Schools. The plan recommends construction of the proposed sewer lines to begin
immediately in the western part of the basin and be phased roughly the further east you go.
A sewer line and pump station connecting Unionville and Piedmont Middle and HS to the
proposed Rocky River regional WWTP is scheduled to go into service in the year 2015.
After reviewing the sewer system master plan my recommendations for a management
strategy in this case would be to permit the proposed Grassy Branch WWTP for 0.02 MGD.
This would allow for adequate service to the three schools and improved treatment as stated
in the letter to you from Dale Stewart requesting speculative limits (Oct. 30,1995). Mark
McIntire was told by the consulting engineer that the 0.2 MGD flow is needed as a result of
updated population growth estimates for the area. The additional flow would be used to
provide service to residential customers. I feel that updated growth estimates should be
addressed in an addendum or revision to the sewer master plan in order to encourage the

• Page i
County to continue its planning efforts. The master plan submitted for our review does not
• address the use of package plants as an interim wastewater treatment solution until connection
to the proposed regional plant is available. In addition, a 0.2 MGD discharge is more likely
to have an impact to the recieving stream, Crooked Ck. However, since Crooked Ck. is
estimated to have a S7Q10=0 cfs flow I can not quality this impact using our current models.
Please let me know your thoughts on the matter so I can process this WLA.

SOC PRIORITY PROJECT: Yes X No
SOC No . EMC WO 8 9 - 4 0 Ad II (Pendincr )
To: Permits and Engineering Unit
Water Quality Section
Attention: Mark McIntire
Date: July 11, 1997
AUTHORIZATION TO CONSTRUCT
NPDES PERMIT
REPORT AND RECOMMENDATIONS
County: Union
Permit No. ACA085812
MRO. 97-051
PART I - GENERAL INFORMATION
1. Facility and Address: Grassy Branch WWTP
Union County Public Works Department
Post Office Box 987
Monroe, North Carolina 28111-0987
2. Date of On -Site Investigation (if conducted): 06-03-96 (by
G. T. Chen)
3.
4.
5.
W
Report Prepared By: G. T. Chen
Persons Contacted and Telephone Number: None (Jimmy Gordon,
Union County Assistant Public Works Director, 704/283-3819).
Verified Discharge Point(s). List for all discharge points:
Latitude: 350 07' 50" Longitude: 800 29' 40"
Attach a U.S.G.S. map extract and indicate treatment facility
site and discharge point on map. Ensure discharge points)
correspond to NPDES permitted discharge points.
USGS Quad No.: G 17 NW USGS Quad Name: Stanfield, NC
Site size and expansion area consistent with application?
Yes.
7. Topography (relationship to flood plain included): The site
is relatively flat with 1-3% slopes. The site does not appear
to be in a flood plain. Also the facility is to be built
above ground to avoid any potential flooding.
8. Location of nearest dwelling: Approximately 1000 feet.

PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Existing treatment facility
a. What is the current permitted capacity of the facility?
N/A. Facility has not been built.
b. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
(2) years: Original Authorization to Construct was
issued March 7, 1997.
C. What is the actual treatment capacity of the current
facility (design volume)? N/A. Facility has not been
built.
d. Please provide a description of existing or substantially
constructed wastewater treatment facilities: N/A.
Facility has not been built.
2. Please provide a description of proposed wastewater treatment
facilities: The Union County Public Works Department proposes
to construct a 0.05 MGD wastewater treatment plant to serve
three Union County schools (Unionville Elementary School,
Piedmont High and Piedmont Middle Schools) which are on a
Special Order by Consent (EMC WQ 89-40 Ad II, pending) , single
family homes, and minor retail businesses (future). The
proposed facility will be an extended aeration package plant
consisting of influent pumping, rough screening, aerated flow
equalization, long term aeration, circular mechanical
clarifiers, aerated sludge holding facility, ultraviolet
disinfection with backup chlorination/dechlorination, tertiary
filters, standby power with automatic transfer switch, and
instrumented effluent flow measuring.
3. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DWQ
Permit No.: N/A.
Residual Contractor: N/A.
Telephone No.: N/A.
b. Residuals stabilization: PSRP: N/A.
PFRP: N/A.
Other: N/A.
c . Landfill: N/A.
d. Other disposal/utilization scheme (specify): Waste
Authorization to Construct Staff Report
Version 10192
Page 2

sludge will be removed and transported by Union County
Public Works Department to the Union County #2 WWTP for
final disposal.
4. Treatment plant classification (attach completed rating
sheet): Class III, see attached rating sheet.
5. SIC Code (s) : 4952
Wastewater Code (s) :
Primary: 03 Secondary: 04, 02
Main Treatment Unit Code: 06107
6. Important SOC, JOC or Compliance Schedule dates: (please
indicate)
Date
Submission of Plans and Specs May 31, 1996 not met
Begin Construction June 30, 1997 not met
Complete Construction August 31, 1997
*The proposed facility is to be constructed by the Union
County Public Works Department to serve three schools
(Unionville Elementary School, Piedmont High and Piedmont
Middle Schools) that are currently under an SOC (EMC WQ 89-40
Ad I I , pending) .
PART III - EVALUATION AND RECOMMNDATIONS
The Mooresville Regional Office has reviewed the subject
request for the modification of an Authorization to Construct (A to
C, No. AC0085812 ) that was issued March 7, 1997 to the Union County
Public Works Department with approval of the construction of a 0.03
MGD wastewater treatment plant. The Union County Public Works
Department requests that the A to C be modified for the
construction of a 0.05 MGD facility.
Since the design capacity of the WWTP is to be increased from
0.03 MGD to 0.05 MGD, the Technical Support Branch may need to
review the subject request and determine an appropriate wasteload
allocation.
Pending review and approval by the SERG and Technical Support
Branch, it is recommended that the subject request be approved and
an Authorization to Construct for a 0.05 MGD WWTP be issued to the
applicant as requested.
Authorization to Construct Staff Report
Version 10192
Page 3

If you have any questions regarding this matter, please
advise.
Signature(,6f Report Preparer
Water Quality egional Supervisor
Date
Authorization to Construct Staff Report
Version 10192
Page 4

A46G4 "C=)"
'
SOC PRIORITY PROJECT: Yes No X
SOC No. EMC WQ 89-40 Ad II (Pending)
To: Permits and Engineering Unit
Water Quality Section
Attention: Mark D. McIntire
Date: June 4, 1996
NPDES STAFF REPORT AND RECOMMENDATION
County: Union
Permit No. NCO085812
MRO No. 96-131
PART I - GENERAL ,INFORMATION
1. Facility and'Address: Grassy Branch WWTP
Union County Public Works Department
Post Office Box 987
Monroe, North Carolina 28111-0987
2. Date of Investigation: 06-03-96
3. Report Prepared By: G. T. Chen
4. Persons Contacted and Telephone Number: Jimmy Gordon, Union
County Assistant Public Works Director, [phone]
5. Directions to Site: From the intersection of Highways 601 and
218 in northern Union County, travel west on Highway 218
approximately 1.90 miles to the junction with Unionville Brief
Road (SR 1601). Turn right onto SR 1601 and travel south
approximately 0.7 mile to the junction with SR 1610 (Old Fish
Road). Turn left onto SR 1610 and travel west approximately
0.6 mile. The proposed site is located in a wooded area near
the receiving stream approximately 1000 feet north of SR 1610.
6. Discharge Point(s). List for all discharge points:
Latitude: 350 07' 50" Longitude: 800 29' 40"
Attach a U.S.G.S. map extract and indicate treatment facility
site and discharge point on map.
USGS Quad No.: G 17 NW USGS Quad Name: Stanfield, NC
7. Site size and expansion are consistent with application?
Yes.
8. Topography (relationship to flood plain included): The site
is relatively flat with 1-3% slopes. The site does not appear

to be in a flood plain. Also the facility is to be built
above ground to avoid any potential flooding.
9. Location of nearest dwelling: Approximately 1000 feet.
10. Receiving stream or affected surface waters: Crooked Creek
a. Classification: C
b. River Basin and Subbasin No.: Yadkin -Pee Dee & 03-07-12
C. Describe receiving stream features and pertinent
downstream uses: The receiving stream is about 35 to 40
feet wide with a rock/sand/mud bottom. The water in
stream appeared to be muddy, and about 5 to 18 inches
deep with a noticeable flow. Downstream users are not
known.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.20 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? N/A. Proposed facility.
C. Actual treatment capacity of the current facility
(current design capacity)? N/A. Proposed facility.
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: N/A.
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: N/A.
f. Please provide a description of proposed wastewater
treatment facilities: The initial phase of the proposed
facility will be an extended aeration package plant
consisting of flow equalization, long term aeration,
clarifiers, effluent dual media filtration, ultra violet
disinfection, effluent monitoring and alarm, and possibly
standby power.
g. Possible toxic impacts to surface waters: Unknown.
h. Pretreatment Program (POTWs only): N/A.
2. Residuals handling and utilization/disposal scheme:
NPDES Permit Staff Report
Version 10/92
Page 2

a. If residuals are being land applied, please specify DEM
�Permit No.: N/A.
Residuals Contractor: N/A.
Telephone No.: N/A.
b. Residuals Stabilization: PSRP: N/A.
RFRP: N/A.
Other: N/A.
c . Landfill: N/A.
d. Other disposal/utilization scheme (specify): Waste
sludge will be removed and transported by Union County
Public Works Department to Union County #2 WWTP for final
disposal.
3. Treatment plant classification (attach completed rating
sheet): Class II, see attached rating sheet.
4. SIC Code(s): 4952
Wastewater Code(s):
Primary: 03 Secondary:
Main Treatment Unit Code: 06107
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
Yes.
2. Special monitoring or limitations (including toxicity)
requests: N/A.
3. Important SOC, JOC or Compliance Schedule dates: (please
indicate)
Date
Submission of Plans and Specifications May 31, 1996 met
Begin Construction June 30, 1997
Complete Construction August 31, 1997
*The proposed facility is to be provided by the Union County
Public Works Department to Serve three schools (Unionville
Elementary School, Piedmont High and Piedmont Middle Schools)
that are on SOC (EMC WQ 89-40 Ad II, pending).
4. Alternative Analysis Evaluation: Has the facility evaluated
NPDES Permit Staff Report
Version 10/92
Page 3

all of the non -discharge options available. Please provide
• regional perspective for each option evaluated.
Spray Irrigation: Economically unfeasible ($2,801,750.00
estimated).
Connection to Regional Sewer System: Economically unfeasible
(Connect to Monroe WWTP would cost $22,178,110.00).
Subsurface: Site soil not suitable.
Other Disposal Options: Not evaluated.
5. Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality or groundwater? There are no known groundwater, air
quality, and/or hazardous materials concerns.
6. Other Special Items: None.
PART IV - EVALUATION AND RECOMMENDATIONS
The Union County Public Works Department requests an NPDES
permit for the operation of a proposed wastewater treatment plant
to serve three Union County schools (Unionville Elementary School,
Pidemont High and Pidemont Middle Schools) which are on a Special
Order by Consent (EMC WQ 89-40 Ad II, pending).
An on -site investigation performed by staff of the Mooresville
Regional office revealed that the site is suitable for the proposed
facility. Pending final review and approval by the SERG, it is
recommended that an. NPDES Permit be issued to the applicant as
requested.
Signa ure of Report Preparer
Water Quality Regio
F6
Date
NPDES Permit Staff Report
Version 10/92
Supervisor
Page 4

ItATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: �%� P1444
Owner or Contact Person: •
Mailing Address: D
County: + Telephone: &a) ?_8 3 - 3$ AV
Present Classification -....New Facility 1/ Existing Facility_
NPDES Pier. No. NO ,B/Z Nondisc. Per. No.WQ Health DeptPer No.
Rated - Telephone:.•GG3 -/G W Date• r- •w
Reviewed by: Health Dept Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): _ Subsurface Spray Irrigation ,_.,_ Land Application
Wastewater Classification: (Circle One) I II III N Total Points:
IS-
81.815LIWACEM491910MAIM
(check all Willa drat apply)
llu . esptk tanks
2_.putw tanks
dor. lipdosing systems
4.send was
6L_9rease trapAntemeptor
s..__0mmmer separators
?'. , ravltr suimrfaoe Ir"merd and d wosal:
a. ---.ptsssurs subsurface tresinw t and disposal:
vPRAY flsy3 mm G1Ttp�l
(do* all utdss the apply)
1�_pnik nkmq usatmet+t (dellNgon no. 32 )
s�_isgoons
&! INE tanks
4`�pump tanks
a" titters
Wn ttap&dsiasptor
E.okuwster espardors
disudection
10`�Chemkal addition for nubbnV*m control
11.__sptsy krigation d 'wastewater
In addition to the above efasslAcatlons, pretreatment of snstowstsr In excess of these components shall
be rated vaing the point rating system and will require an operator with an appropriate dual certification.
LAND APPL"MO"ESIDUALS CLASSIFICATION (Api" only 10 gamer hdit
1.__�I.r�d appikation d bicedids. residuals or contaminated soft on a designated do.
WASTEMY RTMTIWEWFACUTYCLASSM ►M
The folw& tq sydems shall be assigned a Mass 1 dsssYication. 92MM the flow 4 d a skgnlf=1 quardity or the technology k unusudy
a mon. to raguhe oonsidsration by the Commission on a ease-by-cese beWr (Cho* 1 Appmpride)
1._iOiNMEater Separator Systems conrietkp only d physical separatiom pumps and disposal:
91 $aptkc Ti "wW Fitter systems amsksting only of septic lento, doskq apparatus. pumps.sand f kov. deirdection
and dyed disahatge:
2 _,L9goon Systems conslOV only of pml,,.* a y beatmerC lapoans. purnpa. disinieatiom neoessary dwMiffil Vestment for
etas or nutrient control. and dtsd dec wW.
4`__40P Recyde
choundwater Remedldbn "ertt; ootuk" only d witwoer separators, purnpt. sk strippkn% Carbon adsotptlom dislMection
and
ors operations Wth discharge to Kweas MtatetK
7.,__.�Wstsr Plant sludge handing and bad- wash water treatment:
Sesfood pro mkng omldkp d screening and dbppos@L
4`.11r+ Je4@mly dhwhwgbV "am, with the exception d Asrobk Trwtment orals. vO be darsctfied 11 pwmltsd after July 1.
1993 or r upon kwpedion by the oMdM R is found that the system b not tm tg && qust* operated or maintained. Such
systems wN be notMed d the dassPiastion of mWasslrmilon by the Comrnissk r4 In w4ft.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
ffEM POWs
(1) Vowtim Mstmwrnm Links or UduMid PtKtssdtMI PMWm (w dof~ No.
{2) . =ON FLOW OF PLAW IN ppd (not apPtk" to nm Ooffiaftww oo04 *raters, mops 110 On twain for
.Uftpr Plefft to* dwed qde aystetno(ete dt kom No.1and faAolflts QotrsiatltM orry of McRr
"Xd) « horses (4)(d) and (t 1NdH
0 • 3M.O 0.».....«r«...w ......»..w.«...t
1��1 • , 100.000. - rNr......
100.001 • 2110. A
s00.0011 • 1AOO100/0./-./. ....mow .....•••»•�
11000,001 •&f�.YYY«...r»......«»w.w»•«•wr».NNN.•••N«N..wr..N«»wNw ww««wN»M10
lM.001 (asd UP) we i pM addltWa Ior each MOM ppd o a* 9918 a wlaiRlsotasr of .._._.w.wa0
pin How (—�d
{bj PgaNAINAftYR71Pi�CE58 ( doMibnNo.�
(a) ..... ...wwNNrN.w.t
(b) Yedrank al Somwe. Stade Sono re or Commkoft DrAMN» 1
(C) � �Nww»1«.N.r«.»»N.NN.wwMr..rNN««.«.N.N.MM.•.www.».«N.r.«N.».NN»r.r..rw.»»N••NN••••••.••
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or
f) komwoMed Horrr Moaoutrnwnt• ..ww..w
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Oludwed Air Phoatbn.rww..•
" Pessfwottrndbn.........+wNw "'b
(s) 'UNffSPFCCESM
rb
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�iostbn platto. sand. " Wra i" WOW teateat WW eat# W" WCh ss PM
orr..Nws
(a) IlEMWDAWT J111dE01r
() (i) A.radbt�Mph PwAy o:rp«+ SYOWn
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ft1*4 or
0A
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09andatd Rate«w...w.w_r.rrrwr wra
Packed Tower.N.NN«..»..«,.........N»».»www......ww......rr»w......... wwa
POW 10
p� Motode I Atrated Rw or AwMd dbbpteal
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M�ro N.«M•w.r�w......wrww N•rwww.«w.t o
IlscA 0ulatlt+p .9
�abltrstbn Lapootrs _
br) Mdspe sytetn for aoenbirrtd =bonacoouo rersw d DOD and nboponous wtrAWW
n (see "Wtbn No. 12)(PW" for fMs Maas Mere to Jo In WOW fo tome
(SX&)p) through (5)(a)(41).
s krp ft e>attdtd asrasbn proaoao (ace ddtrWon No3a)
tRl�hp other than the estended "Melon ..
x) Nosritrt addkw s 10 srtlW= DOD rst WEA Dow• --•a
xl) •bb&W CAM ('St+psrStw lbrps'jaddltbn. «a
{b) (1) /letadbn • Mph Parllr ORION 0
00und Air o
MwhvdCW $ypetn Mes4 foaft or MM_N._�_w..+.�1.ww.+.+iw+�wi. ,
MPws Skrdpt Rnwatbn....
(N) Ho
Sand'pard Rat . a
J10
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tlttstat..rMei/iitt�ifil.iNr t 0
r; F�tittdit
(� VAft..rr.w.M...«..r
Z8AMR1foRADVMICEDGT TM
(�) •
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{b) !bordered or OmwW AdkVW Cpa�b�a+ fiod-
ob Catbon tags-m in 1i
s
•� At t o
d) ^ R
e lEMdnsdslyfio ..._.�.. - — A
f Evans Ssparati�on`.,. r....—_.•. _ —
j
�; Iand Apptkstbn of Tmatod Wkrerd pee ddMWon N0. Zb) (not ippkobb for sand. Wxrei. ilono
and cow sirerlar asinine Memo") by No raw
maim
w.r.wrwrw.w..r•r...wti+M.rwN�wNw•«ww. w«
fla two by 5bt giW PeD F' - a e (Sot d81bWnoNo. !)-
Ponds w«.-...._........r............—.-_:
PoWftq
astat .r.•rrr .rr.w. � i ��

1
(1)
Pad Awa*m - cascads..........N..N.........N....N.......»..»..._.N.NN.....N.N.NN....N........A
.
Mused or Rhe&arjeal.
...».»w...».......2
1
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..2
(n)
Sind or Wwd4ock Fret m .• bit rate
t� NN.w�.N......wwwNN..r....�...w..N..wN.N
•
(0)
Tiestmws poawses for Iefw,No
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w.:.w.1
p)
womme pew for reerrvval of wit. nr aoftb other Om motel or ayaride
15
(7)
T
(a)
Siudge Olgesdon Tw* - Heated (ow d*)
10
AwoW
fAnlnaud ) NNN .......N..N......w.....
w.M�
4
chorkal or Own"
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w
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(d)
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a
f)
Sludge ThWww (Oavtlr)N------
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- 0)
Olse0ke0 Air FbuWon Unit (not appleWo to a w* raged as (3Xq)-N.ww...w..�r...r�
•
h) -
Sbdge tics utihaton pndkrdhq gas storage)
l)
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�� NMY.w.M..M.....N.w.w..N.......w.M.w■w......N.w.r•NN.N..MN..www.r.NMNMN.wwww.M.MNM.....r.NNs.2
(l)
kldfNmw (not kckm q sdvatad aaebon eeg mmion).wwNN..Nr.......r«.........
.10
•
((k) Yaauurn Filter, Cenaffugs. or Filter Pies or other shhdlar dtrrrawft devices.
AESiDUALs 1211
10
P)
Ullll".11111 A (irlick," Indnsrats0 ash)
lb)
Lard Applir asfOn (sudsce and subsurface) (w deEiNtbn 02a)
by comacftw a Land apptieatbn gwstor or IsdW gwmtor who holds the land appiisWon psm*
•
or Scull pwm.NNNw..LAN.
w2
Me) "0edieated Landirl(budq by to p maktoe of to waart wader NUUMet faMy
t0)
b)
Old', anatien
.........�
c)
Ozone
d) RadlatbnN.»wN.....�.�/
v
(10)
ICAL
ADDITCN SYS VA(S) ( see d erWon No. $) (not appreabie to dwnkx l addWons rated as
been (30.
� a)(=l). PXa)• (slit)• (yH M(e). ft> (0)(b) or (ti)(c) : points each:
s
M..rN....NNM.. ....
s`
wA
(11)
as,s
N
(a)
Moidrq Ponds. Notdlrq Tanks or Sstft Ponds for Otgathie or Task tlitatert k hhotudeq wastes from tetinhq
operraation�s containirq nitrogen w phosphorus compounds In amrounts dgnalkMly pewter than Is common
fbr dorereetic wasterratsr........w.....w«+... w.N........■...w.a...........�w.rr.rw..ww.r.r...wN.w....w�
(b)
Slfiwtet Flow Equaftoion (not appiiewble to storage tracks which an iMsrent in iaed apples on e1rsens)._2
e)
Stage Discharge (not epplteaW to Swap trades I *wW In land ).----�..�-�--=
TheOr l�Po� C�iot
- 1OTAL
QA9SFCAICTI
ftfl*25 Point
lass t �50 Points
.w _............w........ P45 Pak"
OWN " Palate
Fadlthes ti+A+O a tafinp of as though bur points. NwhoM, do not twoo, a aaetftd oporabr.
FaeriWw " an aodvaeed *Ape pooes M be a■segnod a nkdmaemr dsasliaadon of Class 4
FacOdeshwing ivaaim proosaw forth .m,wv l d msW ar cloOds wE be udgrod a m tirttum d■salloation d Cis 1L
Facadss h■nleg sea unm prooesses for On bbb*W wmwd of phoWhmo LAM be a■stgrnd a alai *nm d■ssSk I, of Claw IL
JOUDERNRCM
The folow ft dsfkWwu dW apty tlrougltout title Subchapter.
(1) Aakwed Carbon Ssds. A nsthod for romx q sofdhie oWift material tract mum moat dffuewM a aioiwrre-" beds used In tins
Unshod w0 how a fbw rats fevm two to eight pslbes Per teetnrte per equate fact and mq 0e eltlrar upfbw or dowetllow sateen beds. Carbon tug or
array not be repserrated an the waatswatsr avoinv nt plant alit;
(,tiy Aerated lagoons. A bash in ~ ail sands ens nukasMhod In awpeesbn ad by which biolooW osiMW or wgsdc mew la reduced tl+touplh Wtmdw
aooebeated t wWor of acygm on a flao~thwo basis; lsrrede0
(3) Awatioa bringbg about hdmaw aornot belossn alr or Mph pwfty acygen In a tfq�el0 by spay gpawn r dam'
Awadm An sludge peooeas uW2ft a mhr man hydraufk dots Ohm i then s1 1b how&
(e) my enarrapsd sbs. Any site on whirl► a amp is produced. rnsraged. and heerested (Crop h+ol Was grssew frees. 0*
(5) A A pass Oy sMtkJt the at monlarn ion Is !lest converted to dkwWod atttenanla (pH adwstrnsnt) with �ateretonk th■n fabaaed Is ft
aamraspthste by phyakal m+eatra; or arlhr aitnlr peoossws ~Mime petroleum produm a nh as bormorw toluerfa, and sybnr, .
(b�afioet The eepstwatbn d eheestad an0on by an we d a furnace to pev�ri0e a:aentsh Mgh tereq�esusirlrld++rolas�s and osldas tfie
Stage. A stage of wstawatsr troMmetrt designed 10 adlisve tiscondw aMMI linty `
RCowl tgs. A ffloWanbal dsvfos im ~ omaftugd brae la used to separate sands truer q�u�ids ar to separate lgUk% d �hrsi� tinsbeK - = -
(fh CAemek�l Addltbn syXtLn* The addetbn of afnmkst(s) to wastewater at an appkadon po�krt for purposes d hpwobq colds eemweaL pH squstyal.
alalnfty oonteof. eta; the cgmblaty b sspetfrtunt tiiM dlKeront chwW des and dltetent appticadon poNts to adieus a epe A, result wfl be eonddered are
system; the aspabfty ftooeaddd dwn*:al(s) to dud unit WE be rated as or* gftm; cspabW to add a dwrhol at a ditersN lion pdens br dlX*n t
(f0) chaff ad u dpe =Mwkq. room ft cacti as �alre ew waVowd such s Imes. fw* dtialds. or a a wt bs TM adr:ltbn d a p�ofyrrrr attrdps to aoatssos th rttass prior b
application to a dal sterfng do -Ion;
(11) Cased Cyals Sy m. Use of ho" pardr or ho" lards far aorftkw m of waaxswow oortoahhing ft%anlc. eroet taste mat.&A from sand. peal
wusw stores or other slmellar opera W a such "am shal carry a nuatmurrr d two points regardleft d pwq tag tacistles or ashy other rimers-:
(d C&Wmdammonia r� �wftf the same b 000 arrd Nkroprious Rea+oval by Mrdfcasf� A tittle slaps system "tied to adAm perk* stlluert In" an d00
rage bbgkal taaatot;
(t3) 7ho pa RW or oompNte - d Ion of rssidwf eMoefrre in a Iquid by uV dremrt el or phydeal pooser0
s) D Adrimbn Peaces. The oonversion of rArase.ntropen to mwen Ow

ltrAr a 1 '16 poom tar wwrl�r tawWe loft"M am Mann► M1t gat ai fth4olown rr+satlar�l �r":
W Pova. A poseMt ararMata wrd+MiMM�y Ica ParaM/t �t�rMlarMO 1I I. a1 M MWIS twoup+
7f PUMP INOWM AIM Tft �6;;i aard at wMlt�u fir era. alaranl as • awMMrs of w11�r waMaMl+t &VMM � rr
!a ftoomm" of at in so WM at be &rlaloa: OW asiod boo haollMrlalion.
oat Aw+rvt To pva of warms» rk and mew ft" OMW nro W &W swr.wa .
a.t arq waMr•rr Mira Swaim" at fir+ NPW wdnrrMatlon M OMW aad a OW OWV OPOW OWIftr.
A d.rW .rhld► •riMMas aad ware car at W: ,
rw . A shasiot prww M ~ rrs rw On dNawrs ■■iMaRaM aw 680&Vrd:
L SW A GW atANM 4W 1■odlyd ry !RUN wt sr+ M1 W Wplkd 1, W d IV ap SOS so go volo■M or by smom000t v#"n
« =woo.w+.
ls IV W..r mapdowbod OR (III r to forth:
TMrratrs of gi •MiMM� �• awM • W am fir Sow Mooft at Moto Mn at Wom000 raver a bw ant as a
ittiowwsw � rM►� �MM4 ar�ei� I�ralrrL wl�r �+r1 err aAe�� w�rr 11r� �s s w �i1� rlyd tar w"
NMI
wf>r tbsoll UiMra: and eport �+0 r sditw �,a «waft rW ).
I�Mrttrtn 111MMMa AT1ir MMat+MwW or a i rsM�� "vW 'f apo ft atr�lrr� a�lrni� r nowt. w,o•n:
��iratl. fto>tpiMir wow TM nomw at plooliwrt �r111 w..1�1ww y snob---- - �Ir+/r+r0 r loodooa` 'Mr 1�w. « /1�o�MP+�or1a
A 1 oft MM/ tdbWkl soma" fiaatsMo i &AkbM dMOVIOR W r ON@ aMst�rD a1 M* WoondMe �:
��� � a1MeMorn wwril+st awrrMy narrna rlrs r rwMar SMAWa DA- fir Ica eery Matra p1�a: �. of low" �+ a
wle AMe.Yr1� . Tsub wein ow, .�a:.�« weft � � ��Ro^ of as+otati **W nt spomw
d Mr aft a�an faa� pi Y fir+ watwlMi slap r arMrllnO aft hnitrt a1 Mr Is- fM'Mn1i1:
Lt�ris Gov *AWd W fts& A Mop- III- l eM1la+ MMw Mt man �1tat aaMAM one a pMr�lc �'Icr"+ b � Mr't'� K
r M Wbeft or wManwstae MOM Aire arawif w tAt RWMaL
A WA PwiA+InaMAMry ON
UML Lot Lot gte�iernM � � Via`. Wes+ s M w .rr*rrtlft to MMPwt A. 41Mr tar �1t"o �
L TW wr�Me+ia Mt a wsaMM • r aMmMM roftla db*d k at m11rw fir r nrrrads arrMrroaM 1a r aw.P and
raoMMMat fir r ✓loot a Mt $matmtla pwMMMM Y apMwe b So arty /M"11� � � Mt .■t�swlar
WOMAN ptaA WMI wr0: PWS M h►llastn r Irtdrlterf • .ot1 W • tnr or t'i lww �r Y ft In r�Mi"ft for �NMMr at Wooft nabob err aomptemood '
i�ooeWRMrs. � MratU+f diitM 1lrrwr+
t and Via. � S � 1:
A 0 , r, obwoao m fir alar�fion pwrsM irriooa a11RiMo 1,11W M fir �lsrna wyt: fi r tMrrMlyd nw: ftM� in IrMn
ftowso Ot mkL A seeghM Moaaw h tip a tarry oseltarei�+MtMo 4� a p on~ t
Intitloraw
glcMt Orraalta. A W IiM� jr� �w� /warty M �' aMiowMoor Ann Mwn/+ owns h �1ot+ a a�wlat Mt Irk a�"� i�
w wMllad:
pandrn at alirNt ismb aaedC INdk .fir am other alas++" psooss h aR+iel+ trthar
� ~ � daMirre atwras; I�Orr+ac ii■w+d foot on Vasa aw awegrAtd h err hm a look" bo `W ��M W
hitraglMMl . Mr aaart tNt at eery lAtr as AiM+te h iu4arMpr PR! W « be No iti+ Mil arse aata�r My&
Mfg 0 Mhoompo Hors. A M1� �! ' �o � fir allit+�ao twin+ a KWW "NOMr+ @r
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