WQ0013652_Application (FTSE)_19970326

B
e
MEMO TO: State Review Group
FROM: Ricky Revels IR
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0013652
Coatsberry Subdivision
Sewer Extension - Public
County of Harnett
Harnett County
Division of Environmental
Management
Fayetteville Regional
Off ice
4/30/97
Date
State Review Group Review
Engineer Matt Williams
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Buies Creek Wastewater Treatment Plant
2) WWTP design capacity 0_5 MGD
3) NPDES Permit No.: NC0030091
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 4/96
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
4,320 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary
WWTP 7.677 GPD
7) Regional Recommendations: Approval X
RR/rr
Enclosure
Expiration Date: 03/31/10
to
Denial

5^EX88/^P
COMPLIANCE EVALUATION ANALYSIS REPORT
04/30/97
PAGE i
PERMIT--NC803089i PIPE--00i REPORT PERIOD; 9603-9702 LOC--- E
FACILITY--BUIE% CREEK WWTP DESIGN FLOW-- .5080 CLA%%--2
LOCATION~-BUIE% CREEK REGION/COUNTY--06 HARNETT
-
50050 0800 00530 00610 006 50060 TGE6C 0000
1ONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE FTHD24PF TEMP
-IMIT F .5008 F 30.08 F 30.0 NOL F 280.0 NOL NOL
f6/03 ^4077 12.25 3.7 12.46 9.8 248.387 - i5.i9
-IMIT F .5000 F 38.00 F 30.0 NOL F 200.0 NOL NOL NOL
f6/04 .3713 7.33 2.8 .99 18.1 239.333 i 16.66
f6/06 .3331 17.58 10.3 4.64 21.7 228.666 0.66
f6/87 .3378 10.40 9.0 .48 12.6 237.09 i 23.74
f6/88 .094 7.83 8.i 3.88 B.9 247.096 23.54
f6/09 .5609F 22.51 21.1 i.73 53.9 223.529 23.88
f600 .4856 11.86 ii.7 2.33 24.2 16i.290 i 22.41
f6/11 .4545 13.28 9.5 2.94 14.3 196.666 i8.16
1602 .4385 8.16 3.7 .08 9.8 209.677 i5.96
17/01 .4535 8.93 4.3 i.87 8.9 219.354 12.45
�7/02 .4533 i4.98 9.1 .04 ii.4 167.857 16.28
WERAGE .4286 i2.28 8.4 2.85 17.6 216.297 i 19.08
YXIMUM .7757 91.00 68.0 20.50 121.0 500.000 i 26.00
4INIMUM .2089 i.58 LE%%THAN LE%%THAN 2.8 100.000 i 9.00
jNIT MGD MG/L MG/L MG/L 0000ML UG/L PA%%/FAI DEG.(:.''.

GVEX88/HP
COMPLIANCE EVALUATION ANALYSIS REPORT
IFPERMIT--NC003009i PIPE--08i REPORT PERIOD; 9603-9702 LOC--- E
FACILITY--BUIE% CREEK WWTP DESIGN FLOW-- .5000 CLAW-2
LOCATION--BUIE% CREEK REGION/COUNTY--06 HARNETT
08408 80680 00665
MONTH PH TOTAL N PHO%-TOT
LIMIT 9.0 6.0
96/83 6.9-6.3
LIMIT 9.O 6.0 NOL NOL
96/84 7.0-6.1 14.870 .000
96/06 7.1-6.4
96/07 7.2-6.i 8.480 3.6200
96/08 6.8-6.2
96/09 6.8-6.5
96/40 7.8-6.5 8.400 i.5800
96/11 7.i-6.4
96/12 6.7-6.1
97/0i 7.0-6.6 .840 .85OO
97/82 6.9-6.i
AVERAGE 8.i47 i.6400
4AXIMUM 7.200 i4.870 3.6200
1INIMUM 6.100 .840 .5i00
JNIT %U MG/L MG/L
04/30/97
PAGE 2

I
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 26, 1997
MR. RODNEY M. TART
HARNETT COUNTY UTILITIES DEPT
PO BOX 1119
LILLINGTON, NORTH CAROLINA 27546
Dear MR. TART:
AVA
EDEHNI
RECEIVED
MAR .i 1 1991
FAYETTE\
REG.
Subject: Application No. WQ0013652
Coatsberry Subdivision
Sewers -Public
Harnett County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 25, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Matt Williams at [phone] extension 509. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
Coieen H. S>Eillins, P.E.
Supervisor, Permits & Engineering Unit
cc: Fayetteville Regional Office
Godwin-Jordan-Tew & Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
• Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION,
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
SOC Project: Yes, No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Harnett County Department of Public Utilities
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its coi Hance):
Rodney M. :art, Director of Public Utilities
3. Mailing address: P.O. Box 1119
Cirv: Lillington
Telephone Number: ( 910
State: N. C. zip: 27546
893-7575
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Coatsberry Subdivision
5. Appiicanon Date: 6. Fee Submitted: S 400. 00
6. County where project is located: Harnett County
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM): ((1 0 3( S
CD-
2. Specify whether project is: X new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number N/A and the issue date N/A
4. Specify whether the applicant is X public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic/Commercial ; % Industrial;
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.: Subdivision (Residential)
3. Indicate any parameters) (and their concentration) that will be greater than normal domestic levels: None
m
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? N / A
5. If a pretreatment permit is required, has one been issued? Yes No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
FORM: GSPSA 06/94 Page 1 of 8

6. Volume of wastewater generated by this project 4320 G P D goons per day.
7. Explanation of how wastewater volume was determined: 12 each Residential Lots x 360
gallons/day/lot = 4,320 gpd
IV. DESIGN LNFORMATION:
1. Brief project description:
This project is a 12 lot subdivision
2. Name of wastewater treatment facility receiving wastewater: $ui e s C-r e e'k W11T P 1 P D E S
a. Facility Permit Number:
NPDES #NC 0030091
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
There will be no negative effects on existing sewers downstream
as a result of this quantity of sewer addition.
c. Permit Number for sewers immediately downstream: N / A
d Pipe diameter of sewers immediately downstream: R "
3. Summary of GRAVITY SEWER to be permitted, by diameter. length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
' Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(470
Maximum
Velocity
(fps)
Minimum
Cover (in)
8"
543
PVC
120
0.40
3.55
2.0
2.0
36"
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 214E to 35%; 24 foot separation for slopes of 364E to 50%; 16 foot separation for slopes greater
than 50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes? N/A
5. Maximum length of sewer between manholes: 200 linear feet.
6. This sewer line segment occurs between manhole no. 1 and manhole no. 4
FORM: GSPSA 06/94 Page 2 of 8

7, Does the owner/operator have the ability to clean this length? X Yes _
than 425 feet, please provide a letter from the owner/operates, stating the ability
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? X Yes
to enable the sewers to withstand the loads?
Sewers have been designed to have a minimum 36" cover between
finish grade and top of pipe in order to prevent point loading.
_ No. For sewer reach lengths greater
to clean the specified teach and include the
No. If yes, what measures are being taken
9. Outside drop manholes are provided where invert separations exceed: N / A feet (provide for separations > or = 2.5')
10. Identify (by manhole number) those manholes that have drop connections: N / A
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a, b, or c below is no, explain
in an anachment (This section must be completed for all collection systetas'including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? _y__ Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? X Yes No
c) 10 ft horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? X Yes __.No
13. Are manholes subject to flooding? Yes X No. If Yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)? Yes No; Or, are the manholes watertighL vented
1 foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)? Yes No.
14. Identify (by manhole number) those manholes that are vented:
N/A
15. Does this project involve any stream crossings? Yes X No. If yes, what precautions or special features have been
utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
number where stream crossings are located:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers may t>t21 be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes X No.
FORM: GSPSA 06/94 Page 3 of 8

V . PUMP STATION INFORMATION
1. Pump Station No. or Name: # 1
(A separate page 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters: 111 a r k P. i 17e r
3. Classification of closest downslope surface waters: C — S W (as established by the Environmental Management
Commission & specified on sheet 5 of 8 of this application).
4. In accordance with ISA NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslo a surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation We have provided a wet
well of sufficient size to store tha maxim„m rl„�p1 ity of GPwPr
that would be generated by a power outage (see attsrhed infn frnm per
5. What size pumps are provided: 20 GPM; and how many? 2
6. What is the design total dynamic head? 4 2. 87 ' feet
7 How many pumping cycles will occur at average daily flow? 3.7 cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
ti. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items hau blen provided in the design plans and specifications:
Alternate Power Source
Wet Well Vented with Screen X
Fillets in Wet Well X
Check Valves and Gate Valves X
Security Fencing X
Lockable Wet Well Cover X
Area Light
110V Electrical Convenience Outlet X
Flood/Buoyancy Protection X
High Water Alarm (one choice may be specified) X Audible and Visual Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
' Minimum
Cover (in)
2"
785
PVC
285.3
252.65
2.0
2.0
36"
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? X Yes _ No
I1. Is the pump station subject to flooding? _ Yes x No. If Yes, what measures are being taken to protect against flooding?
I2. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
I3. Are there existing or planned pump stations downstream of this station? Yes x No. If Yes, the engineer
shall evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as
an attachment to this application.
FORM: GSPSA 06/94 Page 4 of 8

RECEIVED
This form must be completed by the appropriate DEM regional office(1f1 fn8h 99'1as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
FAYETTEVILLE
REG. OFFICE
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.): Harnett County Public Utilities
2. Name& complete address of engineering firm: Godwin-Jordan-Tew & Associates, P.A.
P.O. Box ZZ►T
Dunn, NC 28335
Telephone number: ( 910 ) 8 9 2 - 515 9
3. Project name: Coatsberry Subdivision
4. Name of closest downslope surface waters:
Black jltiV-er
5. Cotmty(ies) where sewers and surface waters are located:
Harnett
6. Map name and date._ NC Quadrangle (Coats N.C. Quad Map)
7. NC Professional Engineer's Seal, Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
01111111
fits CAR
NEB-- `'' �r
GLENS ;.0'#
h1a,,./ NN NG
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment "mice No.
Name of surface waters: 8 l ae k R + u e r (L► ttic Rs v ur) / g- 6,3 - / 2 -1
Classification (as established by the Environmental Management Commission): C - 5...+
Proposed classification, if applicable:
Signature of regional office personnel:
R
Date: 3-19-97
FORM: GSPSA 06/94 Page 5 of 8

j.
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required Items
a One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the•fast page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as:. FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. Two copies of all calculations, including pump selection, Diction calculations, cycle time, pump curves (including system
curves applicable with one pump running, two pumps running, three pumps running, etc.), and evaluation of downstream
pump stations. These items must be submitted under the signature and seal of the NC Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is S400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have spec delegation review authority, as granted by the Environmental Management
Commission) is S200. Name changes without other modifications are S100.
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this
project is different from the applicant of the project, then a letter must be provided from the owner/authority of the WV/IF
specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by the
same name as that identified on the application and the plans/specifications.
f. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas. evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
8-
A properly executed Operational Agreement (original and two copies - form provided by DEM) must be submittedif the sewer
extension will be serving single family residences, condominiums, mobile homes, or town Douses and if the subject sews
extension is owned by the individual residents, a homeowners association, or a developer.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
regional office has completed the classification, page 5 of 8 should be reincorporated into the application package and the
entire application package may then be submitted to Water Quality Permits and Engineering Unit.
A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA 06/94 Page 6 of 8

Name and Complete Address of Engineering Firm: Godwin—Jordan—Tew & Associates. , P.A.
P.O. Box 249
City: Dunn State: N.C. Zip: 28335
Telephone Number. ( 910 ) 8 9 2 - 515 9
Professional Engineer's Certification:
1.
Johnny Glenn Tew
Public Utilities
attest that this application for
Harnett County
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Ce .fffication:
Rodney Tart
4t3%CA1744.
ee w
%r
GLEN*
''u+�,.,« ")17' f l
attest that this application for �/
Harnett County Public Utilities
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incom
Signature /7,17l t
Date
/97
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 06/94 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfm Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery Maxin
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Chavkee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Blades
Cumber and
Harnett
Hoke
Montgomery
Moore
Robeson
Richmond
Sampson
Scotland
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Suny
Davidson Watauga
Davie Wilkes
Forsyth Yadldn
Guilford
Washington Regional WQ Supavisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Berne Lenoir
Camden Martin
Cbowan Pamlico
Craven Pasquotank
Cunituck Prrquimans
Dare Pitt
Crates Tyrell
Greece Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Cabarrus
Catawba
Gaston
h ell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham Northampton
Edges enbe Orange
Franklin Perkin
Granville Vance
Halifax wake
Johnston Wanes
Lee Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswidc New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: GSPSA 06/94 Page 8 of 8

1�
^
DF%3650I SESSION READY FOR INPUTGKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NC0030091
FACILITY--BUIE% CREEK WWTP
LOCA7ION--BUIE% CREEK
REPORT PERIOD9603-9702 LOC--- E
DESIGN FLOW-- .5000 CLASS-2
REGION/COUNTY--06 HARNETT
50050 003i0 00530 00610 50060 000i0
MONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE FTHD24PF TEMP
LIMIT F .5000 F 38.00 F 30.0 NOL F Null L NOL
96/03 .4077 i2.25 3.7 12.46 9.8 i5'i9
LIMIT F .5000 F 30.00 F NOL NOL NOL
96/04 i8.i i i6.66
96/O7
96/O8
96/09
.3331 i7.58 10.3
.4i94
.5609F
. 4a^`-A
.4545 13.23
9.0
i
2i.i
12.6 i
3.80 3.9 247.096
53.9
r4 7,1.1.
2.94 i .3 i8.i6
96/i2 3 209.677
P7/02
MAXIMUM
MINIMUM
UNIT
.4535
.4533
.4286
.7757
.2089
MGD
i4.98
12.28
8.9
167.8n.,,
2.85 216.297
1
i2i.0 i
2.0 i
i9.08
DEG.0

•
COMPLIANCE EVALUATION ANALYEIE REPORT
C. R
04/11/97
PAGE
FACILITY-7BUIEE CREEK Ei...FLOW--
.,..
}rI
... ...f <c?;,:<.{�;:13?'!:?f\jT1.,'.}"^°Nj;f
MONTH
LIMIT
96/03
LIMIT
96/04
PH TOTAL N PHOS —TOT
96/10 t:
.f,`. .1 1 7 .1 ....fit, : 4
96/12
AVERAGE 8,147
MINIMUM i.i., •100 ..8.1:40
,5100