WQ0016218_Application_19981204

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Dale Burris
Stanly Memorial Hospital
301 Yadkin Street
Albemarle, North Carolina 28001
Dear Mr. Burris:
I N1 • Wd •
17ov )
,AW
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANND�AT RAL RCES
December 4, 1998 RE
DEC 4 7 1998
FAYETTEVILLE
EEG. CFI=iQE
Subject: Application No. WQ0016218
Troy Medical Office Building
Sewer -Private
Montgomery County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 3, 1998. This application has been assigned the number listed above.
Your project has been assigned to Mr. Mark Craig 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 Mr. Mark Craig at 919/733-5083 ext. 362. 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 INQUIRES ON
THIS PROJECT.
Sincerely,.
KK� t b -
t_�tr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Burton Engineering Associates
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment, Health and Natural Re c�utk9-P oN
Division of Environmental Management RR��;p'-��S`
Non -Discharge Permit Application V
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIG10) Q .
GRAVITY SEWER EXTENSION, npiscratc;�Fettt'��t'9
PUMP STATIONS, AND PRESSURE SEWER°
GENERAL INFORMATION:
SOC Project: Yes, No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): ':5r AN LY M EMo R IA L
A,ost9iTAL. Z megy MC-101CAL. tn1=1=1GE SUILD1n1G
2.- Print Owners or Sic, ag Official's name and title (the person who is legally responsible for the facility and its compliance):
gniM12 GALE 1Td1ZR1S
3. Mailing address: 3T tJ LY MEN46R IA L 14oS MI -A L., 3a I YAD)<i 1J sT►Z1= Er
City: QLCiEMA►2LE State: C Zip: !
Telephone Number: ( 1CA)
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.):
15F7- WL1r MEMo12y4L NosP�?'it-L /Tt2cY ML=�yic.�tL ar=F�cc' f3�iw�c�f�
oa
5. Application Date: 6. Fee Submitted: $
6. County where project is located: &UN- 660Se Y
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEW: A& W L 01 D
2. Specify whether project is: new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number and the issue date
4. Specify whether the applicant is public or ✓ private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % mmercial ; % 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.: df=F, CZ
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: 0/4
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
. wastewater treatment facility? NVA
S. 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: N/�c
FORM: GSPSA 02/95 Page 1 of 8

6. Volume of wastewater generated by this project:
gallons per day.
7. Explanation of how wastewater volume was determined:
2e EM1oee-lC--e=S = �2 'TaTi4t 32 X 2S 4Pd/64 L� GAD
Pbatc R4cTa2 2• �o Z•S �(
IV. DESIGN INFORMATION:
1. Brief project description: TA7T- Srr� w I L. L ,tic, op q 'Te —ice 'T t<,,,u a r47 70%Cy Shy s �q
wrTM A 2c GPM bu p,LE)( ,r 1 jj,0 qt /ozIm p I
.f"I.FTio�i Z MX., �lcs3i L.i
2. Name of wastewater treatment facility receiving wastewater. "Tr o T►2<►
a. Facility Permit Number: N C oo 2 8.7 1 4
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
-THE tea\.N S'Ri6A+ i 9"'444V1 ter sIS ike Goo SH'fior= n..
HAGS 40E4U,47& C4104Cr/y Fa/Z
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: S►�
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
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
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 21% to 35%; 24 foot separation for slopes of 36% 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?
5. Maximum length of sewer between manholes:
6. This sewer line segment occurs between manhole no.
linear feet.
and manhole no.
FORM: GSPSA 02/95 Page 2 of 8

7. Does the owner/operator have the ability to clean this length? Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include She
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? Yes No. If yes, what measures are being taken
to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed:
10. Identify (by manhole number) those manholes that have drop connections:
11. Maximum allowable infiltration/exfiltration test rate:
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
feet (provide for separations > or = 2.5)
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 attachment (This section must be completed for all collection systems including force mains and pressures sewers): .
a) 100 ft. horizontal separation from wells or other water supplies? Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? Yes No
0 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? Yes No
13. Are manholes subject to flooding? Yes 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 watettisht, 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:
15. Does this project involve any stream crossings? Yes 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 ma_v not be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes No.
FORM: GSPSA 02/95 Page 3 of 8

V. PUMP STATION INFORMATION
7x.a%r m oa/e k oFr=AGE
1. Pump Station No. or Name: (A separate page 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters: . WA RN Et2
3
\t 1 r
Classification of closest downslope surface waters: C
Commission & specified on sheet S of 8 of this application).
(as established by the Environmental Management
4. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope 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. THE ?eLvN aF Tif&Y.f u77L 17Y
L
IN-rA►wt 7HGG
N A
—/AmQ try 1 F A 10/2,e19t,Erf cCCCJAS . VOLUMC 14,ts eazgu SuP/L�L�/(F+sat -q / Mu'f Our# [)
867v-,ec • ?7t L&W Avur 4 1 CzC-*- H•a.w 71o& /NV 6 -r bV C-LEJ. dr- 7Tfce Lf►723.t� .
5. What size pumps are provided: 2d GPM; and how many? - 'Tiy In
6. What is the design total dynamic head? 5-4 feet
7 How many pumping cycles will occur at v o daily flow? _ Z = cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at ve agge daily flow.
8. The followin- items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items b vg b-= provided in the design plans and specifications:
Alternate Power Source
✓'
Wet Well Vented with Screen
✓
Fillets in Wet Well
s/ i
Check Valves and Gate Valves
•�
Security Fencing
•''
Lockable Wet Well Cover
✓
Area Light
✓
110V Electrical Convenience Outlet
✓
Flood/Buoyancy Protection
✓
High Water Alarm (one choice may be specified)
_A--*' 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
( s)
Minimum
Cover (in)
Z"
PV G
S-77•5'
5,35.16
7
Z. 3
:74
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? Yes x! No
11. Is the pump station subject to flooding? _ Yes'!No. If Yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: N 1A Feet'*iSL
13. Are there existing or planned pump stations downstream of this station? Yes "' 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 02/95 Page 4 of 8

This form must be completed by the appropriate DELI regional ofeics sod included as a part of the project
submittal Information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the sutfaee waters that att~y overflow &Qm the facility would flow toward)
in which these sewers wiU be consa:ucted =a be determined by the appropdate DFM regiond office. Tbertsfom you are
required, prior to submittal of the application package, to submit this form, with items 1 thwu=h 7 completed, tc
the apptop&te DiAsion of Eavima=ntal Management Regional Water Quality Supervisor (m page 8 of 8). At a
tplttimum, you trust include an 8.5" by l l" copy of the pardon of a 7.5 minute USGS TopaVghlc Mag which shows the
location of tl" sewers and the dowrgslope surface waters in wbich they will be located Identify the closest dowvdope
surface waters on the attached map copy: Once the regional office has completed the classification,
reincorporate this completed page sad the topographic map Into the complete application [ores sod
submit the application package.
1. AppUcm (specify name of the municipality, cospotation, individusl, etc.): 'SMU LV MEI,ftR1 t— 90900M'4 t_,/
JR6Y MONCAtr ol�:E10E & tl"W Jc
2. Name & complete address of engineering film: VU ATBQ EM &4 Mffq #M!ra lilac C IA T'W�r
S'9 7c Pict RV! Ci.,, GoAso Su t' too GN�h4 t..c c f /V C 2S2 tb
Ttlephoue number.
3. Project time: , ' f1AiLY MmC!N_ 6FP—; tZ BV Mot NA
4. Name of closest dowaslope uttfsce waters:_ ••^_
S. Couatydes) where sewers and surface w3len are located
6. Map name and dace: 7)Zzy
7_ NC Professional Engineer's Seal. Signatum. and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Ptewe provide rue with the classification of the wratersbed wbem these sewars wlU be coastmcmd, as ideodfaed oo the attache
map segment.
Name of surface waters:
Classlfuadon (as establisbed by the Enraonmentat S"ement Commisslow:._. ^_s • /,
Proposed clasacadm if applicable:
Sigttatttre oEreaioaai of5ct persotaneL• Date: tt— ! O A,2
FORM: GSPSA 03/95 Page 5 of 8

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 first 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, friction 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 $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as a anted by the Environmental Management
Commission) is $200. Name changes without other modifications are $100.
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 WIN TF
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.
g. A properly executed Operational Agreement (original and two copies - form provided by DEN) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer
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 U nit.
i. 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.
j. 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: GSPS A 02/95 Page 6 of 8

I
RECeIVED
WATER C1)ALITY SEC-.
DEC 0 3 199t
Name and Complete Address of Engineering Firm: &1✓MIJ ENCa(K1GE-R1 NG .4SaoC1AT"E9
S57a F.4112v1 E__� tzc�4d . Su tTt= kXs _ on- iscnargFFermi;
City: C4A4L6- 7 State: N C Zip: Z� ZIP
Telephone Number: ( -76 q- ) S 5 3 — 8:81
Professional Engineer's Certification:
I, - CAlh"To" -77 gu41bnt , attest that this application for —VO,GPwr RUMP ra-Tfo
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 tray 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 Engineers Seal, Signature, and Date:
Applicant's Certification:
I, �Q Le— attest
and a5srcraP J t I Io& DF 2 +ofc-e— rY)cli n
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 incomplete„
Signature
this application for ,20 6- M ? rn Q Sf Olkvn
Date a?
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 OFFJCE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER:
[phone]
FORM: GSPSA 02/95 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodfm Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Mecklenburg
Brunswick New Hanover
Bladen
Robeson
Cabamrs
Rowan
Carteret Onslow
Cumberland
Richmond
Catawba
Stanly
Columbus Pender
Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
lredell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
(910) 7714600
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watausa
Davie
Wilkes
Forsyth
'Yadkin
Guilford
FORM: GSPSA 02/95 Page 8 of 8

TOWN OF TROY
INCORPORATED I852
Public Services Dept.
444 N. Main Street
Troy, NC 27371-2799
Phone: [phone]
Fax: [phone]
11/9/98
Burton Engineering Associates
Attn: Mr. Jim Leach
5970 Fairview Road, Suite 100
Charlotte, NC 28210
RE: Sewer Service for Troy Medical Office Bldg.
Stanley Memorial Hospital
Dear Mr. Leach:
The Town of Troy will provide a service connection for the Troy Medical Office Building
facility.
The Town will agree to maintain the sewer pumping station associated with the facility as
long as the station is built in accordance with the Town's pump station specifications and
requirements. The Town will also provide inspection during construction of the forcemain
and puigp station.
Once all sewer service plans are finalized, please forward a copy to Gray Walls, Town
Engineer, for approval..
Should you have questions or comments, please feel free to call me at 910-572-9226.
Sincerely,
Gray alls, P
Town Engineer

11/09/1998 15:34 FROM C C E Sanford NC TO 17045538860 P.01
Ax qLp 7,0#- 659,M40
9-9V'
TOWN OF TROY
lNCORMJUZED 1113
Public Services; Dept.
444 N. Main Street
Troy, NC 27371-2799
Phone: [phone]
Fax: [phone]
l 1 /9/98
Burton Engineering Associates
Attn: Mr. Tnn Leach
5970 Fairview Road, Suite 100
Charlotte, NC 28210
RE: Sewer Service for Troy Medical Office Bldg -
Stanley Memorial Hospital
Dear Mr. Leach:
The Town of Troy will provide a service connection for the Troy Medical Office Building
facility.
The Town will agree to maintain the sewer pumping station associated with the facility as
long as the station is built in accordance with the Town's pump station specifications and
require= nts. The Town will also provide inspection during construction of the forcemain
and pump station.
once all sewer service plans are finalized, please forward a copy to Gray Walls, Town
Egoeer, for approval..
Should you bave questions or comments, please feel free to call me at 910-572-9226
Sincerely,
Gray as, P
Town Engineer
TOTOL P.01

MEMO TO: State Review Group Division of Water Quality
FROM: Ricky Revels !P.KI Fayetteville Regional Office
SUBJECT: Procedure Four (4) December 14, 1998
WQ0016218 Date
Troy Medical Office Building
Sewer Location -Private
Stanly Memorial Hospital,
System
Montgomery County
State Review Group Review
Engineer Mark Craig
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Troy WWTP
2) WWTP design capacity 0.8400 MGD
3) NPDES Permit No. NC0022216 Expiration Date: 06/30/1999
4) Compliance Information:
Present treatement plant performance for previous 12_— months, beginning 97/O1 &
97/11
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
2,000 GPD
domestic X industrial other
6) Volume from previously approved projects not yet tributary to WWTP:
-0- GPD
7) Regional
Recommendations: Approval X Denial
RR/rr
Enclosure

GKEX88/MP
12/11/98
COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE 1
PERMIT--NC0028916
PIPE--001
REPORT PERIOD:
9701-9712
LOC --- E
FACILITY --TROY,
TOWN - WWTP
DESIGN FLOW--
.8400
CLASS--1
LOCATION --TROY
REGION/COUNTY--06
MONTGOMERY
50050
00310
00530
00610
31616
50060
00300
TGP3B
MONTH
Q/MGD
BOD
RES/TSS
NH3-N
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
.8400
F 26.00
F 30.0 F
4.00
F 200.0
NOL
NOL
NOL
97/01
.7199
5.24
15.4
.47
4.9
464.378
9.88
1
97/02
.7817
7.95
12.2
.43
8.5
348.750
10.14
97/03
.6474
6.78
7.9
.38
4.5
355.000
9.69
LIMIT F
.8400
F 13.00
F 30.0 F
2.00
F 200.0
NOL
NOL
NOL
97/04
.6973
5.69
7.8
.11
13.0
367.500
9.33
1
97/05
.5720
5.30
6.5
.04
5.7
404.230
8.43
97/06
97/07
97/08
.5192
4.02
5.7
.00
16.8
432.500
7.77
.6100
5.47
4.8
.05
28.2
426.666
7.28
.6405
4.05
5.1
.09
51.0
287.916
7.28
97/09
.6056
4.96
20.3
.00
84.2
302.307
97/10
.5401
4.71
6.6
.00
19.3
375.000
LIMIT
F .8400 F
26.00 F
30.0
F 4.00
F 200.0
NOL
97/11
.6075
4.51
6.6
.02
12.0
480.833
97/12
.6332
5.34
7.0
.08
37.0
472.666
AVERAGE
.6312
5.33
8.8
.13
23.7
393.145
MAXIMUM
2.1960
17.00
195.0
2.60
355.0
1185.000
MINIMUM
.0360
2.70
2.3
LESSTHAN
LESSTHAN
6.300
UNIT
MGD
MG/L
MG/L
MG/L
#/100ML
UG/L
7.62
8.41
NOL
10.08
10.43
I
1
1
NOL
8.86 1
13.20 2
6.90 1
MG/L PASS/FAI

GKEX88/MP
12/11/98
COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE 2
PERMIT--NC0028916
PIPE--001
REPORT
PERIOD:
9701-9712 LOC ---
E
FACILITY --TROY,
TOWN - WWTP
DESIGN FLOW--
.8400
CLASS --I
LOCATION --TROY
REGION/COUNTY--06
MONTGOMERY
00010
00400
00600
00665
00720
01027
01034
01042
MONTH
TEMP
PH
TOTAL N
PHOS-TOT
CYANIDE
CADMIUM
CHROMIUM
COPPER
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
97/01
13.82
6.7-6.1
2.2000
.0000
.0000
26.5000
97/02
13.70
6.6-6.0
.0000
.0000
.0000
17.5000
97/03
16.40
6.7-6.3
16.500
1.5400
4.2500
.0000
.0000
17.5000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
97/04
18.27
7.0-6.4
.0000
.0000
.0000
23.5000
97/05
20.80
7.0-6.2
.0000
.0000
.0000
41.5000
97/06
24.09
7.1-6.3
17.600
2.7200
2.5000
.0000
.0000
26.0000
97/07
26.61
6.9-6.3
.0000
.0000
.0000
28.6666
97/08
26.95
6.9-6.4
3.7500
.0000
.0000
21.5000
97/09
25.40
6.9-6.2
.0000
.0000
.0000
47.5000
97/10
21.56
7.0-6.5
.0000
.0000
.0000
16.0000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
97/11
16.44
6.2-6.0
.0000
.0000
.0000
36.0000
97/12
14.04
6.6-6.0
16.910
2.1400
.0000
.0000
.0000
21.5000
AVERAGE
19.84
17.003
2.1333
1.0583
.0000
.0000
26.9722
MAXIMUM
28.00
7.100
17.600
2.7200
17.0000
78.0000
MINIMUM
10.00
6.000
16.500
1.5400
14.0000
UNIT
DEG.0
SU
MG/L
MG/L
UG/L
UG L
UG L
UG/L

GKEX88/MP
12/11/98
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT--NC0028916
PIPE--001
REPORT PERIOD: 9701-9712 LOC --- E
FACILITY --TROY,
TOWN - WWTP
DESIGN FLOW-- .8400 CLASS--1
LOCATION --TROY
REGION/COUNTY--06 MONTGOMERY
01051
01067
01077
01092
MONTH
LEAD
NICKEL
SILVER
ZINC
LIMIT
NOL
NOL
NOL
97/01
.0000
.0000
1.5500
75.5000
97/02
.0000
.0000
.0000
74.0000
97/03
6.5500
.0000
2.2500
42.0000
LIMIT
NOL
NOL
NOL
97/04
1.2000
.0000
1.6000
58.5000
97/05
.8750
.0000
.5500
81.5000
97/06
.0000
.0000
.0000
54.5000
97/07
1.4000
.0000
.0000
36.3333
97/08
.6500
.0000
.0000
37.0000
97/09
2.1250
.0000
8.0000
90.5000
97/10
.0000
.0000
.0000
55.3333
LIMIT
NOL
NOL
NOL
97/11
.0000
.0000
.0000
69.5000
97/12
.0000
.0000
.0000
61.5000
AVERAGE
1.0666
.0000
1.1625
61.3472
MAXIMUM
21.0000
16.0000
150.0000
MINIMUM
2.0000
26.0000
UNIT
UG L
UG L
UG/L
UG/L

GKEX88/MP
12/11/98
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 1
PERMIT--NC0028916
PIPE--001
REPORT
PERIOD:
9711-9810
LOC --- E
FACILITY --TROY, TOWN
- WWTP
DESIGN FLOW--
.8400
CLASS--1
LOCATION --TROY
REGION/COUNTY--06
MONTGOMERY
50050
00310
00530
00610
31616
50060
00300
TGP3B
MONTH
Q/MGD
BOD
RES/TSS
NH3-N
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
.8400
F 26.00
F 30.0
F 4.00
F 200.0
NOL
NOL
NOL
97/11
.6075
4.51
6.6
.02
12.0
480.833
10.08
97/12
.6332
5.34
7.0
.08
37.0
472.666
10.43
98/01
.7351
5.86
8.6
.07
73.6
392.500
10.72
1
98/02
.8334
8.26
9,1
.22
280.6F
902.500
10.37
98/03
.8571F
8.25
9.0
.15
34.3
833.076
9.87
LIMIT F
.8400
F 13.00
F 30.0
F 2.00
F 200.0
NOL
NOL
NOL
98/04
.7720
5.57
6.1
.29
15.7
524.285
8.62
2
98/05
.6627
1.41
2.9
.05
16.3
348.333
8.15
98/06
.6304
1.15
4.0
.02
73.5
359.230
7.67
98/07
.6594
2.21
7.4
.09
160.3
366.666
7.39
1
98/08
.6384
3.41
4.8
.02
82.5
403.333
7.20
98/09
.6283
.85
4.2
.10
30.4
420.000
7.70
98/10
.5891
1.07
3.4
.07
19.5
420.769
8.30
1
AVERAGE
.6872
3.99
6.0
.09
69.6
493.682
8.87
1
MAXIMUM
1.6450
12.00
40.0
.67
750.0
1320.000
11.90
2
MINIMUM
.1430
LESSTHAN
LESSTHAN
LESSTHAN
LESSTHAN
200.000
6.90
1
UNIT
MGD
MG/L
MG/L
MG/L
#/100ML
UG/L
MG/L
PASS/FAI

GKEX88/MP
12/11/98
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 2
PERMIT--NC0028916
PIPE--001
REPORT
PERIOD:
9711-9810
LOC ---
E
FACILITY --TROY,
TOWN - WWTP
DESIGN FLOW--
.8400
CLASS--1
LOCATION --TROY
REGION/COUNTY--06
MONTGOMERY
00010
00400
00600
00665
00720
01027
01034
01042
,MONTH
TEMP
PH
TOTAL N
PHOS-TOT
CYANIDE
CADMIUM
CHROMIUM
COPPER
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
97/11
16.44
6.2-6.0
.0000
.0000
.0000
36.0000
97/12
14.04
6.6-6.0
16.910
2.1400
.0000
.0000
.0000
21.5000
98/01
12.95
6.2-6.0
.0000
.0000
1.2500
17.0000
98/02
12.95
6.6-6.1
.0000
.5000
.0000
15.0000
98/03
14.36
6.8-6.2
7.300
2.0800
.0000
.0000
.0000
15.0000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
98/04
18.72
6.9-6.1
1.2000
.0000
.0000
9.5000
98/05
22.05
7.2-6.4
.0000
.0000
1.2500
13.0000
98/06
25.90
7.0-6.5
12.000
5.3400
.0000
.0000
.0000
23.0000
98/07
27.60
7.4-6.6
1.2000
.0000
.0000
30.5000
98/08
27.19
7.1-6.7
1.5000
.0000
.0000
36.0000
98/09
26.50
7.1-6.4
12.100
7.4500
.0000
.0000
.0000
43.0000
98/10
23.09
7.0-6.5
.0000
.0000
.0000
29.5000
AVERAGE
20.14
12.077
4.2525
.3250
.0416
.2083
24.0833
MAXIMUM
29.00
7.400
16.910
7.4500
6.0000
1.0000
5.0000
53.0000
MINIMUM
8.00
6.000
7.300
2.0800
6.0000
UNIT
DEG.0
SU
MG/L
MG/L
UG L
UG L
UG L
UG/L

GKEX88/MP
12/11/98
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 3
PERMIT--NC0028916
PIPE--001
REPORT PERIOD: 9711-9810
LOC --- E
FACILITY --TROY,
TOWN - WWTP
DESIGN FLOW--
.8400 CLASS--1
LOCATION --TROY
REGION/COUNTY--06 MONTGOMERY
01051
01067
01077
01092
MONTH LEAD
NICKEL
SILVER
ZINC
LIMIT
NOL
NOL
NOL
97/11 .0000
.0000
.0000
69.5000
97/12 .0000
.0000
.0000
61.5000
98/01 .0000
.0000
.0000
63.0000
98/02 .0000
.0000
.0000
46.0000
.0000 .0000
NOL
.0000 .0000
.0000 .0000
.0000 48.5000
NOL NOL
.0000 37.5000
.0000 44.0000
98/06
2.7500
.0000
.0000
40.5000
98/07
2.0000
.0000
.0000
64.0000
98/08
.0000
.0000
.0000
38.5000
98/09
.0000
.0000
.0000
77.5000
98/10
.0000
.0000
.0000
87.5000
AVERAGE
.3958
.0000
.0000
56.5000
MAXIMUM
11.0000
136.0000
MINIMUM
37.0000
UNIT
UG L
UG/L
UG L
UG/L