WQ0030071_Regional Office Historical File Pre 2018

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W`iiEaarur (. Ross ,Ir„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.F. Director
Division of Water Quality
April 5, 2006
Mr. Stephen Gilbert, Director of Public Utilities
Lincoln County
115 West Main Street
Lincolnton, NC 28092
Subject Permit No. WQ0030071
NC Hwy 27/Rock Dam Road Area
Lincoln County
Wastewater Collection System Extension
Lincoln County, North Carolina
Dear Mr. Gilbert:
In accordance with your application received on March 13, 2006, we are forwarding herewith
Permit No. WQ0030071, dated April 5, 2006, to Lincoln County for the construction and operation of the
subject wastewater collection system extension, This permit shall be effective from the date of issuance
until rescinded, and shall be subject to the conditions and limitations as specified therein. This cover
letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215,6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center , ue., Suite 301 Ivlsxorc;r iHe,
Internet. www.ncwaterqulity.org Customer Service: I-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Phone: [phone] Fax: [phone]
Coe
NorthCarolinat
Naturally

Mr. Gilbert
Page 2
April 5, 2006
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Lincoln County for the construction and operation of approximately 8,083 linear feet of 8-inch
gravity sewer, 8,902 linear feet of 6-inch force main, a 185 gallon per minute pump stations with duplex
pumps, on -site audible and visual high water alarm, and a permanent on -site generator with automatic
transfer switch as part of the NC Hwy 271Rock Dam Road Area project, and the discharge of 110,500
gallons of wastewater into the Lincoln County existing sewerage system, pursuant to the application
received March 13, 2006, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Linconton
WWTP (NPDES No. NC0025496) prior to being discharged into the receiving stream.
If any parts, requirements, or [imitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WVVfP Permit No. NC0025496)
J. Michael Fry, Campco Engineering, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 21..0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division,. such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 5th day of April, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, VE., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030071
3

Fast Track Engineering Certification
Permit No. WQ0030071
April 5, 2006
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
• ❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the NC Hwy 27/Rock Darn
Road Area, a Lincoln County project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
, MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

AST-TRACK.APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ
1. Owner:
la. Lincoln County, North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Stephen A. Gilbert, PE, PLS, Director of Public Utilities
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signingofficials!)
lc, The legal entity who will own this system is:
El Individual El Federal Z Municipality E State/County 0 Private Partnership 0 Corporation El Other (specify):
0 Id. 115 Wesi Main Street
LL.
0
'CC
-.J
0
Mailing Address
If. North Carolina
State
lh. 704-736-8495
1 i. 704-736-8499
Telephone Facsimile
2. Project (Facility) Information:
2a. W-VV NC Hwy 27/Rock Dam Road Area
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, J. Michael Fry, PE, Campco Engineering, Inc.
1 g. 28092
Zip Code
[e-mail]
E-mail
2b. Lincoln
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 803-327-7121 30. mfr c-am coen ineerin
Phone Number E-mail
1. Project is New LJ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) IDI Private (go to Item 2(a))
2a. if private, applicant will be: 2b. If sold, facilities owned by a (must choose one
El Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
Selling units (lots, townhomes, etc. - go to Item B(2b))
3. City of Lincolnton
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. City of Lincolnton 4b. NC0025496
0 Name of WWTF
LL. 5a. City of Lfncolriton 5b. 6°' 10 Gravity 5c. .. . ..._„. „ .......„.,,
Z Owner of Downstream Sewer Receiving Sewer Size Force Main 1
Permit Number of Downstream Sewer (if known)
1— 6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
D Apartments/Condominiums
D Mobile Home Park
Z School
D Restaurant
WWTF Permit No.
0 Car Wash
0 Institution
D Hospital
0 Church
0 Nursing Home
0 Office 0 Other (specify):
-7V0.0
. Volume of wastewater to be allocated for this particular project: 100,000 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
% Domestic/Commercial
c',/ci Industrial
Other (specify):
PTA 02/03 -Rev. 3 04/05

AST -TRACK APPLICATION for GRAVITY: SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
See attached calculations.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
j I Gravity or Force Main
Size (inches) Length (feet) (use the pull down menu)
8" 8,083 Gravity
g" j 8,902 Force Main
1
I
4
i
I ,
{
ENTER TOTAL LINE LENGTH IN MILES' 3.22
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Power Reliability Option
Design Flow # Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
(MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storag )
L.S.
0.10 185 @ 140 2
I i
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
0 Yes ■ No If no, please
variance
PERTINENT
13. Have the following permits/certifications
Wetland/Stream Crossings
Sedimentation and Erosion
Stormwater?
been submitted for approval?
- General Permit or 401 Certification? • Yes ■ No ►/ N/A
Control Plan? ® Yes • No ■ N/A
• Yes • No ® N/A
14. Does this project involve aerial
ese_lines wilthe considered_hioh_oriority_and_must_be_checkedonce_exery
15. Does thisproject have gravity
Be aware that the Division will not
corrected prior to submitting the final
lines or siphons? Check if yes: •
sixrnontbs
sewer lines designed at minimum slopes? •
accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
engineering certification..
FTA 02/03 - Rev. 3 04/05

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody- AND,
® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
County River Basin
A gaGKJ,ar'°t cReic LINcQLN
Waterbody Stream Waterbody
index Classification
G4TAW04- fl-1�9 7- 4 -2-__ - C'
Submit the 8.5" x 1I" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
co
Z
0
b—
a
0
H
W
:1 a.
Applicant's Certification:
1, Stephen A. Gilbert, attest that this application for Wastewater Collection System Expansion for NC Hwy 27 WesVRocl
Dam Road Area has been reviewed by me and is accurate and complete to the best of my knowledge. l understand that
if all required parts of this application are not completed and that if all required supporting documentation and
attachments are not included, this application package is subject to being returned as incomplete. Note: In accordance
with North Carolina General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include
a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
-- - - --- -- - - � • --- , RECOIL OF Pilau c Crnur>�s l2 "� `fr'0
Signing Official Signature
:2. Professional Engineers Certification:
Date
l attest that this application for Wastewater Collection System Expansion for NC Hwy 27 West/Rock Dam Road Area has
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
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 1 have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
.2a. J. Michael Fry
Professional Engineer Name
2b. Campco Engineering, Inc.
Engineering Firm
2c. 156 Oakland Ave.
Mailing Address
2d. Rock Hill
City
:2g. [phone] 2h. [phone] 2i. mfry@campcoengineering_com
Telephone Facsimile E-mail
2e. SC 2f. 29730
State Zip
•
'. aeapr.4�'d,
Seal, Signature & Date

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TEL: [phone]
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Camino Engineering, Inc.
umwerg boners slab W14

Feb •08 06 10:09a LC Public Works 7047368499 p.2
CITY OF LINCOLNTON
PUBLIC WORKS & UTILITIES
P.O. BOX 517 • 12B MOTZ AVENUE • TELEPHONE [phone] • FACSIMILE 736-9959
LINCOLNTON. NORTH CAnOLrNA 28093-0617
February 8, 2006
Mr_ Steve Gilbert, P.E.
Director Lincoln County Public Works
115 West Main Street
Lincolnton, North Carolina 28092
Subject: WWTP Capacity
Mr. Gilbert:
Please be advised that the City of Lincolnton Waste Water Treatment Plant (Permit #
NC0025496) has the capacity to receive the TO , 8-GPD discharge from the proposed
lift station on NC Hwy 27 West near St. Dorothy's Catholic Church.
Sincerel
19 qoa ;'% 4/67it
St. -e Peeler, Director
Public Works & Utilities
Cc: Jeff Emory, City Manager
lettcrs.utility-extensions.lincoln-county.2006.kiser-scbooL 02.08-06
From the Office of the Director

156 Oak
Suite 100
Rock Hil
TO,NC
ATttt'
29730
MAR 1 20 '
R QUALITY SECTI
LETTER OF TRANSMITTAL
G!©
GEN TEt AVe l- E
5rctrE 3©l
&too 6.5vi1..LE, z8/t
WE ARE SENDING YOU Attached
Shop Drawings Prints
Copy of letter Change Order
DATE,
c 3 —lra
Phone: (80 t 327-7121
Fax [phone]
a r ennineering,,com
JOB NO q43/-5
ATTN.
s . ,pra 5R0R
WADE'S CoL/,...E-Cr7l©p
Lei I?,L7. A lzk4
Under separate cover via
Plans
Specifications
2 7/Rockc
ERY
COPIES
DATE
Cot_caq MAP
DESCRIPTION
r
APPLICA7con t`=
TcdsrCE. L -ETTrF
009''34-
I t..,aNr3 °NE coPY
THESE ARE TRANSMITTED as checked below:
For approval
Approved as submitted
For your use Approved as noted
As requested Returned for corrections
For review and comment
Resubmit
Submit
Return
copies for approval
copies for distribution
corrected prints
FOR BIDS DUE 20
REMARKS:
Fi:5 SE C 7ZkCT OL.Mrs
PRINTS RETURNED AFTER LOAN TO US
FST/OMS OR N E.EPieNPIP t77 UAL
COPY
❑ OFFICE COPY
F;\FranlOfficelF©RMS1CAMRCt' F©RMS\TRANSMrrTAL2OQS.wpd

Permit Number WQ0030071
Central Files: APS SWP
04/05/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
100000
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name • Major/Minor Region
NC Hwy 27/Rock Dam Road Area Minor Mooresville
Location Address
Owner
County
Lincoln
Facility Contact Affiliation
Owner Name Owner Type
Lincoln County Government - County
Owner Affiliation
Stephen Gilbert
115 W Main St
Lincolnton
Dates/Events
NC 28092
Orig Issue App Received Draft Initiated
03/13/06
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Re. uested/Received Events
Apartment complex Additional Information requested
Commercial or industrial, other
Condominium
School
Subdivision
Unknown 00
Wastewater collection
Outfall NULL
Additional Information received
Waterbody Name Stream Index Number Current Class Subbasin