NCS000448_APPLICATION_20100319

STORMWATER DIVISION CODING SHEET
M54 PERMITS
PERMIT NO.
DOC TYPE
❑FINAL PERMIT
REPORT
VNUAL
ANPPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑ o`C� �O� � ��
YYYYMMDD

OF WEAVER Tobin of Iveaberbitte
�� „•. ». , Lam!
O �m A Good Place For Your Horne Walter Currie
Council MemberP.O. 130X 338 • WEAVIrRV[Lt E NC 28787 Doug Dearth
[phone] • Fax [phone] Council Arcruher
ti� k CAR �\�� Website: wwwiveavervillellc.oig DougJack,tnn
Rr O Council Alemher
Al Root, Mcrnor
Gerrc Knoell
Council hlemher
Ikritie Sherrill
Counril Alemher
March 19, 2010
Mr. Mike Randall
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Town of Weaverville MS$ Renewal
Dear Mr. Randall:
Enclosed please find a copy of the Town of Wcaverville, North Carolina's renewal for
storm sewer system MS4. If I can provide additional information, please contact me. At
the number above.
Sincerely,
Michael .la an Morgan
Wcaverville Town Manager

ci,\NEA � 'Tobin of -Veaberbitte
a Ir. A Good Place For Your Home waiter Currie
Council Member
P.O. BOX 338 • WEAVERVILLE, NC 28787 Doug Dearth
{ [phone] • Fax [phone] CouncllMember
do \�P Website: www.wedvervillenc.org Doug Jackson
4 T}{ pp 0� Council Member
Al Root, Mayor
Gene Knoefel
Council Member
Dottie Sherri
Council Member
March 19, 2010
Mr. Mike Randall
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Town of Weaverville MS$ Renewal
Dear Mr. Randall:
Enclosed please find a copy of the Town of Weaverville, North Carolina's renewal for
storm sewer system MS4. If I can provide additional,information, please contact me. At
the number above.
Sincerely,
Michael Ja an Morgan
Weaverville Town Manager

State of North Carolina
Department of Environment & Natural Resources
Division of Water Quality
OFFIC USE ONLY
Date Rec'd
Fee Paid
Permit Number
NPDES STORMWATER PERMIT APPLICATION FORM
This application form is for use by public bodies seeking NPDES stormwater permit coverage for Regulated Public
Entities (RPE) pursuant to Title 15A North Carolina Administrative Code 2H .0126. A complete application
package includes this form and three copies of the narrative documentation required in Section X of this form.
This application form, completed in accordance with Instructions for completing NPDES Small M54 Stormwater
Permit Application (SWU-270) and the accompanying narrative documentation, completed in accordance with
Instructions for Preparing the Comprehensive Stormwater Management Program Report (SWU-268) are both
required for the application package to be considered a complete application submittal. Incomplete application
submittals may be returned to the applicant.
I. APPLICANT STATUS INFORMATION
a.
Name of Public Entity
Seeking Permit Coverage
Town of Weaverville, North Carolina
b.
Ownership Status (federal,
state or local
Municipal Local
c.
Type of Public Entity (city,
town, county, prison, school,
etc.
Municipal
d.
Federal Standard Industrial
Classification Code
SIC 91 - 97
e.
County(s)
Buncombe County
f.
Jurisdictional Area (square
miles
3.37 sq. miles
g.
Population
Permanent
3200
Seasonal (if available)
h.
Ten-year Growth Rate
4.21%
i.
Located on Indian Lands?
❑ Yes xx No
II. RPE / MS4 SYSTEM INFORMATION
a.
Storm Sewer Service Area
(square miles
b.
River Basin(s)
French Broad
c.
Number of Primary Receiving
Streams
5
d.
Estimated percentage of jurisdictional
area containing
the following four land use activities:
•
Residential
52.26%
= ( , v�
•
Commercial
5.75%
D)
r .
•
Industrial
2.40%
•
Open Space
39.59%
C 7
Total =
100%
e.
Are there significant water
quality issues listed in the
attached application report?
❑ Yes xx No
Page 1
SWU-264-103102

NPDES RPE Stormwater Permit Application
III. EXISTING LOCAL WATER QUALITY PROGRAMS
a. Local Nutrient Sensitive Waters Strategy
❑ Yes roc No
b. Local Water Supply Watershed Program
❑ Yes roc No
c. Delegated Erosion and Sediment Control Program
Xx Yes ❑ No
d. CAMA Land Use Plan
roc Yes ❑ No
IV. CO -PERMIT APPLICATION STATUS INFORMATION
(Complete this section only if co -permitting)
a. Do you intend to co -permit with
El Yes xx No
a permitted Phase I entity? .
b. If so, provide the name and permit number of that entity: N/A
• Name of Phase I MS4
• NPDES Permit Number
c. Do you intend to co -permit
Yes xx No
with another Phase II enti ?
d. If so, provide the name(s) of
the entity:
N/A
e. Have legal agreements been
finalized between the co-
❑ Yes XX No
ermittees?
V. RELIANCE ON ANOTHER ENTITY TO SATISFY ONE OR MORE OF YOUR PERMIT OBLIGATIONS
(If more than one, attach additional sheets)
a. Do you intend that another
entity perform one or more of
our permit obligations?
xx Yes ❑ No
b. If yes, identify each entity and the element they will be implementing
• Name of Entity
Buncombe County Planning
• Element they will implement
Stormwater run-off and eroison control
• Contact Person
Doug Sharp
• Contact Address
45 Valley Street
• Contact Telephone Number
828 250-4848
c. Are legal agreements in place
to establish responsibilities?
XX Yes ❑ No
VI. DELEGATION OF AUTHORITY (OPTIONAL)
The signing official may delegate permit implementation authority to an appropriate staff member. This
delegation must name a specific person and position and include documentation of the delegation action
through board action.
a. Name of person to which permit authority Michael JaVan Morgan
has been delegated
b. Title/position of person above Weaverville Town Manager
c. Documentation of board action delegating permit authority to this person/position must be
provided in the attached application report.
Page 2
SWU-264-103102

NPDES RPE Stormwater Permit Application
VII. SIGNING OFFICIAL`S STATEMENT
Please see the application instructions to determine who has signatory authority for this permit
application. If authority for the NPDES stormwater permit has been appropriately delegated through
board action and documented in this permit application, the person/position listed in Section VI above
may sigh the official statement below.
I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and impressment for knowing violations.
nn
Signature
'OL'V" A&,
Name
Mi hael a orgarV
Title
Weavervil Town Manag r
Street Address
30 South Main Street
PO Box
PO Box 338
City
Weaverville
State
North Carolina
Zip
28787
Telephone
828-645-7116
Fax
828-645-4776
E-Mail
[e-mail]
VIII. MS4 CONTACT INFORMATION
Provide the following information for the person/position that will be responsible for day to day
implementation and oversight of the stormwater program.
a.
Name of Contact
Person
Doug Sharp
b,
Title
Buncombe County Planning
c.
Street Address
45 Valley Street
d.
PO Box
N/A
e.
City
Asheville
f.
State
NC
g.
Zip
28801
h.
Telephone Number
828-250-4848
i.
Fax Number
N/A
j.
E-Mail Address
N/A
Page 3
S4VU-264-103102

NPDES RPE Stormwater Permit Application
IX. PERMITS AND CONSTRUCTION APPROVALS
List permits or construction approvals received or applied for under the following programs. Include contact
name if different than the person listed in Item VIII. If further space needed, attach additional sheets.
a.
RCRA Hazardous Waste
N/A
Management Program
N/A
b.
UIC program under SDWA
c.
NPDES Wastewater Discharge
N/A
Permit Number
d.
Prevention of Significant
N/A
Deterioration (PSD) Program
N/A
e.
Non Attainment Program
f.
National Emission Standards for
N/A
Hazardous Pollutants (NESHAPS)
reconstruction approval
g.
Ocean dumping permits under the
N/A
Marine Protection Research and
Sanctuaries Act
h.
Dredge or fill permits under
N/A
section 404 of CWA
Page 4
SWU-254-103102

Department of Environment and Natural Resources
Division of Water Quality
small MUNICIPAL separate storm sewer system
NPDES STORMWATER Management Program Report
Narrative Application Supplement
Town of Weaverville
TABLE OF CONTENTS
1, STORM SEWER SYSTEM INFORMATION 2
1.1. POPULATION SERVED 2
1.2. GROWTH RATE 2
1.3. JURISDICTIONAL AND MS4 SERVICE AREAS 2
1.4. MS4 CONVEYANCE SYSTEM 2
1.5. LAND USE COMPOSITION ESTIMATES 4
1.6, ESTIMATE METHODOLOGY 4
1.7. TMDL IDENTIFICATION 5
2. RECEIVING STREAMS
3. EXISTING WATER QUALITY PROGRAMS
3.1, LOCAL PROGRAMS
3.2. STATE PROGRAMS
4. PERMITTING INFORMATION
4.1. RESPONSIBLE PARTY CONTACT LIST
4.2. ORGANIZATIONAL CHART
4.3. SIGNING OFFICIAL
4.4. DULY AUTHORIZED REPRESENTATIVE
5. CO -PERMITTING INFORMATION (IF APPLICABLE)
9
5.1. CO-PERMIITEES
9
5.2. LEGAL AGREEMENTS
9
5.3. RESPONSIBLE PARTIES
9
6. RELIANCE ON ANOTHER GOVERNMENT ENTITY
10
6.1. NAME OF ENTITY
10
6.2, MEASURE IMPLEMENTED
10
6.3, CONTACT INFORMATION
10
6.4. LEGAL AGREEMENTS
10
S70RMWATER MANAGEMENT PROGRAM 11
7.1, PUBLIC EDUCATION AND OUTREACH ON STORM WATER IMPACTS 12
7.2. PUBLIC INVOLVEMENT AND PARTICIPATION 14
7.3. ILLICIT DISCHARGE DETECTION AND ELIMINATION 15
7.4. CONSTRUCTION SITE STORMWATER RUNOFF CONTROL 19
7.5. POST -CONSTRUCTION STORM WATER MANAGEMENT IN NEW DEVELOPMENT AND
REDEVELOPMENT 19
7.6. POLLUTION PREVENTION/GOOD HOUSEKEEPING FOR MUNICIPAL OPERATIONS 24

Town of Weaverville
Comprehensive Stormwater Management
Program Report
1. Storm Sewer System Information
1.1 Population Served: Final 2008 Municipal Population Estimates for the
Town of Weaverville from the North Carolina State Demographer.
Total Population: 3,231
Total Households: 1,630
1.2 Growth Rate: U.S. Census Bureau Data for Weaverville
1990 Population: 2,107
2000 Population: 2,416
Percent of change: 14.67% Annual growth rate: 1.47%
2000 Population: 2,416
2008 Population: 3,231
Percent of change: 33.73% Annual growth rate: 4.21 %
1.3 Jurisdictional and MS4 Service Areas:
Town of Weaverville: 2,156.124 acres
Square miles: 3.37
1.4 MS4 Conveyance System:
The Town of Weaverville Storm Drainage System consists primarily of open
ditches, driveway and street pipes. Storm drainage pipes within the Weaverville
system consist of the following types:
Corrugated Metal Pipe
Corrugated Plastic Pipe
Steel Pipe
Bituminous Coated Metal Pipe
Terra Cotta Pipe
Reinforced Concrete Pipe
Plastic Pipe
Water Heater used for Pipe
In January 1996, the Town of Weaverville requested that McGill Associates
complete a "Storm Drainage System Inventory and Study. The Purpose of this
2

project was to identify and locate all storm culverts within the Town Limits and
evaluate the condition of the structures. The following information was obtained
on the storm drainage structures and recommendations made as to type of repair
necessary:
Location
1)
Pipe Size and Length
2)
Pipe Material
3)
Pipe Slope
4)
Stream or Spring Flow
Pipe Rating 1= new 5= poor
6)
Area Draining to Pipe (acres)
7)
Runoff C-Factor
$)
Rainfall Intensity
9)
Runoff to Pipe
10) Existing Pipe Capacity
As a result of this survey, all structures with a rating of 3 or greater are scheduled
for replacement or repair. Failure to replace these structures will result in
structures failure and possible road collapse. This could result in damage to the
Town's water and sewer lines. All repairs will be made on structures located on
Town of Weaverville right of ways. Multi -Objective project goals include
floodplain management, public safety, potential for reducing property damage and
the protection of vulnerable roadways.
Since the report was completed in 1996, the Town of Weaverville has annually
budget funds to replace or repair storm water structures. As of March 2010, the
Town of Weaverville has spent S 1,064,511 in stormwater structure
replacements.
Project Name/Location Year Cost
Brown Street 1993 $ 14,250
Central Avenue 1 1996 60,405
Engineering Design of
All Major Projects 2000 141,250
3

Ridgewood Ave.
2002
17,225
Village Park Drive
2002
42,125
Wildwood Ave. & Wildwood Park
2003
179,224
Central Business District
2005
258,652
West Street
2005
23,000
Grove Street
2006
28,780
Williams Street
2007
244,600
Lakeshore Drive
2008
55,000
1.5 Land Use Composition Estimates:
Land Use within the Town limits and the Extra Territorial Zoning District (ETJ)
of the Town:
Residential 52.26%
Commercial 5.75%
Industrial 2.40%
Other Space 39.59%
Total 100%
Source: Buncombe County Land Records
1.6 Estimate Methodology:
PropDescription
Sum Of ACREAGE Acreage Percent Parcels
Agricultural Improved
1,500.83
22.14%
60
Agricultural Vacant
558.56
8.24%
25
Commercial Improved
313.36
4.62%
167
Commercial Vacant
76.84
1.13%
30
Community Services
149.10
2.20%
40
Community/Public Service Vacant
42.87
0.63%
20
Industrial
161.83
2.39%
14
Industrial Vacant
1.01
0.01%
1
Public Services and State Assessed Parcels
3.27
0.05%
2
Rec & Entertainment
130.95
1.93%
2
Residential Improved
2,669.84
39.38%
3081
Residential Vacant
873.16
12.88%
720
Undefined Class
282.94
4.17%
104
WLD-FOR-CONS-LNDS
15.58
0.23%
3
6,780.14
Source: Buncombe County Land Records
4269
4

1.7 ' TMDL Identification:
Town of Weaverville does not discharges into any stream that Environmental
Protection Agency or the NCDENR has established as a Total Maximum Daily
Load stream.
2. Receiving Streams
Receiving Stream
Stream Segment
Water Quality
Use Support
Water
Name
Classification
Rating
Issues
*Reems Creek
Headwaters to
none
C; TR
none
US 19/23
*Gill Branch
Headwaters to
none
C;
none
US 19/23
*Unnamed tributary
Headwaters to
none
none
none
Reems Creek
(Tanyard Branch)
*Unnamed tributary
Headwaters to
none
none
none
Lake Louise
Reems Creek
*Unnamed tributary
Kyfields to
none
none
none
Lake Louise
3. Existing Water Quality Programs
3.1.1 Local Programs:
List and briefly describe the existing water quality programs that are implemented
by the Town of Weaverville within the MS4 service area:
• Comprehensive Land Use Plans adopted by the Weaverville Town
Council by Ordinance 1991. This plan was updated in
• Zoning Ordinance adopted by the Weaverville Town Council revised
October 2008.
• National Flood Insurance Program adopted by the Weaverville Town
Council March 1997. FIRM maps were updated on January 6, 2010.
• Subdivision Ordinance adopted by the Weaverville Town Council revised
December 2008.
• Sewer Use Ordinance of Metropolitan Sewerage District of Buncombe
County.
• Adoption of the Buncombe County Stormwater Management Ordinance as
the Town of Weaverville's own Ordinance.
5

Illustration 1: Weaverville Subdivision Ordinance Storm
Water Drainage System Section 507.2
507.2 Storm Water Drainage System. All sub dividers shall provide a
surface water drainage system constructed to the standards of the North
Carolina Department of Transportation, as reflected in the Handbook for
the Design of Hiphway_Surface Drainage Structures as amended, as well
as the standards of the North Carolina Sedimentation and Pollution
Control Act, subject to review by the Town's consulting engineer. The
following general rules shall be followed:
(a) No surface water shall be channeled or directed into a sanitary sewer.
(b) Where feasible, the sub divider shall connect to an existing storm
drainage system.
(c) Where an existing storm drainage system cannot feasibly be extended
to the subdivision, a surface drainage system shall be designed to
protect the proposed development and adjoining property owners from
water damage.
(d) Surface drainage courses shall be designed to comply with the
standards and specifications for erosion control of the north Carolina
Sedimentation Pollution Control Act which is Article 4 of Chapter
l 13A of the North Carolina Administrative Code Title 15, Chapter 4,
as amended, and with any locally adopted erosion and sedimentation
control ordinances.
(e) Stream banks and channels downstream from any land disturbing
activity shall be protected from increased degradation by accelerated
erosion caused by increased velocity of runoff from the land disturbing
activity in accordance with the North Carolina Sedimentation Pollution
Control Act, Article 4 of Chapter 113A, and with North Carolina
Administrative Code Title 15, Chapter 4, as both may be amended.
(f) Anyone constructing a dam or impoundment within any subdivision
must comply with the North Carolina Dam Safety Law of 1967 now
codified as North Carolina General Statute 142-215.23 et seq, as
amended, and North Carolina Administrative Code Title 15,
subdivision 2K.
(g) In all areas of special flood hazards, all subdivision proposals hall
have adequate drainage provided to reduce exposure to flood damage.
3.2 State Programs:
List existing programs that are implemented by the state within the MS4
service area:
• Local NCDENR Sedimentation and Erosion Control on construction sites
over I acre is administered by Buncombe County Planning Department.

4. Permitting Information
4.1 Responsible Party Contact List:
The Weaverville Zoning Administrator will be responsible for the day-to-
day activities and the coordination and implementation of the Town's
Stormwater Management Program Goals.
Shelby Shields, Weaverville Zoning Administrator
Post Office Box 338
Weaverville, North Carolina 28787
[phone] Fax [phone]
Goal: Prevent hazardous materials from reaching areas streams through
timely and effective emergency management in hazardous spill situations.
Jeffrey Hooper, Weaverville Fire Chief
Post Office Box 338
Weaverville North Carolina 28787
[phone] Emergency 911
Goal: Maintain road and storm sewer infrastructure within the Town of
Weaverville.
Larry Sprinkle, Weaverville Public Works Director
15 Quarry Road
Weaverville, North Carolina 28787
[phone]
NCDOT Division 13
11 Old Charlotte Highway
Asheville, North Carolina 28804
[phone]
Goal: Maintain an effective Erosion and Sediment Control Program for
construction activities in coordination with local Buncombe County
Planning Department.
Doug Sharp, Buncombe County Planning and Development
45 Valley Street
Asheville, North Carolina 28801
[phone]

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4.3 Signing Official:
By Resolution of the Weaverville Town Council dated February 17, 2003,
The Council approved the authorizing of the Weaverville Town Manager
Michael JaVan Morgan as the duly authorized representative for the
Town.
4.4 Resolution Authorizing the Weaverville Town Manager
As The Duly Appointed Representative for the
Comprehensive Stormwater Management Program
Whereas, the Town of Weaverville is a regulated Public entity pursuant to 15A
NCAC 2H .0126, and
Whereas, the Town of Weaverville owns and operates a separate storm water
sewer system and discharges water either directly or indirectly into State
waters, and
Whereas, the Town of Weaverville is a Phase II municipality as determined by
the Environment Protection Agency.
Now Therefore, the Weaverville Town Council delegates the permitting
application of the Stormwater Management Program and
Environmental/Stormwater matters to Michael JaVan Morgan,
Weaverville Town Manager.
Approved this the 171h day of February, 2003.
Mary "Bett" Stroud, Mayor
Shelby Shields, Town Clerk
(5) Co- Permitting Information (if applicable)
Not Applicable

(6) Reliance on Another Government Entity
Does the Town of Weaverville intend that another Governmental Entity
will perform one or more of our permitting obligations? YES
Construction —Site Run-off Inspections
Buncombe County Planning and Development
Doug Sharp
45 Valley Street
Asheville, North Carolina 28801
[phone]
Flood Insurance Inspections
Buncombe County Inspections Department
Cindy Barcklow
46 Valley Street
Asheville, North Carolina 28801
[phone]
• Discharge of Untreated Wastewater (Straight Piping)
Metropolitan Sewerage District of Buncombe County
Post Office Box 8969
Asheville, North Carolina 28814
[phone] Fax [phone]
6.4 Is a legal agreement in place to establish the relationships and
responsibility of both parties? YES
10

7. Stormwater Management Program
The Town must develop, implement and enforce a Stormwater
management program (SWMP) designed to reduce the discharge of
pollutants from its small MS4 to the maximum extent practicable (MEP),
Protect water quality, and to satisfy the appropriate water quality
requirements of the Clean Water Act. The SWMP must be developed and
fully implemented within five years from the effective date of the issued
NPDES Stormwater permit.
The Town of Weaverville follows Buncombe County's Stormwater
Management Program as outlined below:
The stormwater management regulations of this article shall protect,
maintain and enhance the public health, safety, environment and general
welfare by establishing minimum requirements and procedures to control
the adverse effects of stormwater runoff associated with new development.
Proper management of stormwater runoff will protect property, control
stream channel erosion, prevent increased flooding associated with new
development, protect floodplains, wetlands, water resources, riparian and
aquatic ecosystems, and otherwise provide for environmentally sound use
of the county's natural resources.
Except as otherwise expressly stated, the stormwater management
regulations of this article apply to all development within unincorporated
Buncombe County outside the extraterritorial jurisdiction and incorporated
boundaries of any municipality.
7.1 Public Education and Outreach on Strom Water Impacts
Minimum Measure (i).- A public education and outreach program on the
impacts of Stormwater discharges on water bodies to inform citizens of
how to reduce pollutants in Stormwater run-offThe public body may
satisfy this requirement by developing a local education and outreach
program; by participating in a statewide education and out reach
program coordinated by the department; or a combination of those
approaches.
To meet this requirement the Town will implement a public education program to
distribute educational materials to the community and conduct outreach activities
to educate the public on the impacts of Stormwater discharges on water bodies.
Educational efforts will include steps the public can take to reduce pollutants in
storm water run-off, To accomplish this, the Town will:
1. Explore the feasibility of regional approaches to the development and distribution
of public educational materials and/or utilizing any statewide education or
outreach programs, and develop a public materials distribution plan within two

years. Have informational materials available in Town Hall.
The Town of Weaverville publishes a monthly newsletter called "Focus of
Weaverville". Over the past several years, we have reprinted articles developed
by Land of Sky Regional Council concerning stormwater run-off in an effort to
educate our residents.
Work with local resources including Land -of -Sky Regional Council, and other
local agencies and organizations to develop local trainings and materials for the
public, landscapers, developers, and schools. This could include topics such as
Phase 11 Requirements, Parks and Recreation Maintenance, Low -impact
Design, Watershed Planning and Protection, or Habitat and Stream restoration.
Conduct or support and advertise at least one such training per year.
Between 2006 and 2009, the Town of Weaverville worked with North Carolina
State University, and the North Carolina Arboretum to develop a demonstration
project for stormwater run-off. The Project was constructed in the Town of
Weaverville Main Street Nature Park. The projected consisted of the removal of
invasive plants along Tanyard Branch and the restoration of stream. The project
took stormwater run-off from the main parking lot in the downtown business
district and constructed a stormwater detention pond. The pond was constructed
to support plantings and wildlife in our Nature Park. Through the construction
period environmental students and landscapers would attend workshops
explaining the process of taking rain water from a parking lot, cleaning the water
trough the pond and returning the water to the stream. Signs were placed at
points throughout the project site to help educate the public. As a result of this
project and others, the Weaverville Nature Park was certified as a Wildlife
Habitat by the National Wildlife Habitat Foundation and becoming only the 32
site in the National to receive the honor.
Total cost of the project was $ 103,117.00
Within the Main Street Nature Park the Town has constructed an outdoor
amphitheater. This allows children from Weaverville Elementary and
Weaverville Primary School to have outdoor classes in the Nature Park.
7.1.1 BMP Summary Table (Located at the End of this document)
7.1.2 Target Audience
Citizens of Weaverville, community businesses, subdivision developers,
professional landscapers, graders, industrial leaders in the community and
school children.
7.1.3 Target Pollutant Sources our Education Program will address and
Why:
Automotive pollutants from parking lots -- Materials will include
12

information about the pollutants from parking lots and how to implement
run-off controls in parking lot designs.
Household and yard waste -With a growing number of single family
homes, the Town of Weaverville has seen yard waste and even trash in our
local system's storm drains. We also want to make sure that residents do
not dump hazardous materials, cleaners, automobile oil or antifreeze, etc.
into the storm drains.
Fertilizers and pesticides -Residents, owners of large lots, farmers, golf
course and other business owners will be provided information on the
proper storage and use of pesticides and fertilizers.
Sedimentation and Erosion- Sediment is the most widespread cause of
water quality use support impairment in the French Broad River Basin as
it is throughout most of the state. Significant sources include agricultural
activities, road construction, urban development, timber harvesting and
mining. There are 19 programs administered by various local, state and
federal agencies, which have been developed to control sediment from
these activities. Without these programs, sediment -related water quality
impacts would undoubtedly be much worse. However, despite the
combined efforts of all of the above programs there are still 266 miles of
streams in the French Broad Basin found to be impaired by sediment, thus
pointing to the need for continued overall improvements in erosion and
sediment control.
Recommendations for Improving Erosion and Sediment Control:
• Promote In ore effective implementation and maintenance of erosion and
sediment control measures by contractors, farmers and other landowners.
• Evaluate effectiveness of enforcement of existing sediment control
programs. Implement improvements that can be made with existing
resources and/or identify additional resource needs.
• Encourage more widespread adoption of erosion and sediment control
programs by local governments in rapidly developing areas.
Promote public education at the state and local level on the impacts of
sedimentation and the need for improved sediment control.
• Evaluate existing sedimentation and erosion control rules and statutes for
possible strengthening. Consideration should be given to strengthening
erosion control requirements. Examples include limiting the area of
disturbed land on a given site and reducing the time period for
reestablishing vegetation on denuded areas than currently required.
o Evaluate loopholes in interagency efforts to enforce sediment control
measures, particularly as they relate to forestry and agricultural activities.
7.1.4 Outreach Program
The Town will work with a local committee and the Land -of -Sky
Regional Council's Regions work group to develop outreach strategies and
1 i

"BMP's" within the first two years of the implementation period.
7.1.5 Decision Process
The four goals identified so far were chosen because of their ability to
reach out to the targeted audiences in cost-effective ways:
1. Explore feasibility of regional approaches to the development and distribution of
public educational materials during first two years and then disseminates
information as developed.
2. Work with local resources to develop local trainings and materials for
the public, landscapers, developers, and schools.
3. Place on existing Town -street storm drains educational stencils alerting
people that the storm drains are not for waste disposal.
Objectives, details, and individual strategies for implementing each of
these goals will be documented as the local planning process moves
forward to develop a program.
7.1.6 Evaluation:
Evaluation approaches will be determined for each of the goals under this
measure as the strategies and approaches are better defined.
7.2 Public Involvement and Participation
Minimum measure (ii): A public involvement and participation program
consistent with all applicable state and local requirements.
To meet this requirement the Town of Weaverville will:
Explore feasibility of working with other local agencies or adjoining
communities to develop public input and informational workshops or
other processes.
• Continue to seek input and provide updates on Phase I1 requirements and
implementation to the Town Council and the Town of Weaverville
Planning and Zoning Board as part of regularly scheduled public
meetings.
Through articles in the Town Newsletter "Focus on Weaverville", we will
provide education materials concerning best management practices to
prevent storm water runoff and erosion.
14

7.2.2 Target Audience
Citizens of Weaverville, community businesses, subdivision developers,
professional landscapers, graders, industrial leaders in the. community and
school children.
7.2.3-7.2.4 Participation Program and Decision Process
At the February 17, 2003 Weaverville Town Council meeting the Phase Il
Storm Water Application process was discussed.
On March 6, 2003, the Weaverville Town Council held a public workshop
to review our Storm Water Application. Comments were welcomed from
the general public.
During the Winter of 2007 and the Spring of 2007, the Weaverville Town
Council held a series of Land Use Planning charrette. Each session was
lead by a staff member of Land of Sky Regina] Council as a part of these
discussions, the community discussed major water quality issues and
recommendation on how to improve water quality. This was a public
meeting and citizens were allowed to discuss and comment on the
planning process.
7.2.5 Evaluation
Evaluation approaches will be determined for each of the goals under this
measure as the strategies and approached are better defined and as/if there
are changes with the final rules.
7.3 Illicit Discharge and Elimination
Minimum Measure (iii): A program to detect and eliminate illicit
discharge within the MS4. The Program shall include a storm sewer
system -mapping component, which at a minimum identifies Stormwater
outfalls and the names and location of all waters within the jurisdiction of
the public body.
7.3.1 BMP ( Located at the end of this document)
7.3.2 Storm Sewer System Map:
In January 1996, the Town of Weaverville requested that McGill
Associates complete a "Storm Drainage System Inventory and Study. The
Purpose of this project was to identify and locate all storm culverts within
a

the Town Limits and evaluate the condition of the structures. The
following information was obtained on the storm drainage structures and
recommendations made as to type of repair necessary:
Each pipe was located, Manning's "N" factor
mapped and pictures of the Pipe Slope
structure taken. Stream of Spring Flow
Street name were the Pipe Rating 1= new, 5= poor
structure was located Area Draining to Pipe (acres
Name of the stream Runoff C- Factor
Pipe size
Pipe length
Pipe Material
Rainfall Intensity
Runoff to Pipe (CFS)
Existing Pipe Capacity (CFS)
As a result of this information, the Town of Weaverville has begun a
program of Storm System Structure replacement. Currently we have
identified l 55 structures that need to be repaired or replaced at an
approximate cost of over two million dollars. Currently Weaverville has
over 465 storm drainage structures. These maps will be updated annually
as new facilities are constructed and located within the Town Limits.
Weaverville Storm Drainage System Inventory Attached
7.3.3 7.3.4 Regulatory Mechanisms and Enforcement
Sewer Use Ordinance of Metropolitan Sewerage District
Use of Public Sewers Required
Discharge of Untreated Wastewater into Streams or Waterways Prohibited
Section 2.01 It shall be unlawful for any Person to discharge to any outlet,
other than a Sanitary Sewer or approved septic system, any Domestic or
Industrial Waste except where suitable treatment has been provided in
accordance with the Sewer Use Ordinance as adopted or where an
appropriate NPDES Permit has been obtained.
Town of Weaverville Subdivision Ordinance
Section 502.3 Prevention of Flood Damage. Lands known to be within a
flood plain or any other area known to be subject to flooding shall be so
identified on the general concept plan of any subdivision. Appropriate
restrictions shall be entered into and recorded for those lands which are
subject to flooding, prohibiting their development for dwellings or other
uses unless the sites are protected against flooding in the following
manner:
(a) No structures or fill shall be placed in the floodway which would interfere
16

with the natural water course.
(b) Streets, utility lines and structures may be placed within the flood plain
only if their elevation is raised above the maximum flood heights or if
they are otherwise protected against flooding.
(c) Dwellings and self-contained sewage disposal units (if used) shall be built
at an elevation above inaximum flood heights.
507.2 Storm Water Drainage System. All sub dividers shall provide a
surface water drainage system constructed to the standards of the North
Carolina Department of Transportation, as reflected in the Handbook for
the Design of Highway Surface Drainage Structures as amended, as well
as the standards of the North Carolina Sedimentation and Pollution
Control Act, subject to review by the Town's consulting engineer. The
following general rules shall be followed:
(g) No surface water shall be channeled or directed into a sanitary sewer.
(h) Where feasible, the sub divider shall connect to an existing storm
drainage system.
(i) Where an existing storm drainage system cannot feasibly be extended
to the subdivision, a surface drainage system shall be designed to
protect the proposed development and adjoining property owners from
water damage.
(j) Surface drainage courses shall be designed to comply with the
standards and specifications for erosion control of the north Carolina
Sedimentation Pollution Control Act which is Article 4 of Chapter
113A of the North Carolina Administrative Code Title 15, Chapter 4,
as amended, and with any locally adopted erosion and sedimentation
control ordinances.
(k) Stream banks and channels downstream from any land disturbing
activity shall be protected from increased degradation by accelerated
erosion caused by increased velocity of runoff from the land disturbing
activity in accordance with the North Carolina Sedimentation Pollution
Control Act, Article 4 of Chapter 113A, and with North Carolina
Administrative Code Title 15, Chapter 4, as both may be amended.
(1) Anyone constructing a dam or impoundment within any subdivision
must comply with the North Carolina Dam Safety Law of 1967 now
codified as North Carolina General Statute 142-215.23 et sey, as
amended, and North Carolina Administrative Code Title 15,
subdivision 2K.
(g) 1n all areas of special flood hazards, all subdivision proposals hall
have adequate drainage provided to reduce exposure to flood damage.
7.3.5 Detection and Elimination
The Town will develop a plan to detect and address illicit discharges to the
system through BMPs such as dry weather field screening, field tests of selected
chemical parameters, and inspection of on -site sewage disposal systems. To
accomplish this, the Town will coordinate with the County's Department of
Environmental Health and may utilize an environmental firm or consulting
17

agency to assess and conduct regular inspections of new and existing BMP's and
stormwater infrastructure.
• 7.3.5.1 Priority areas will be identified as part of system mapping;
• 7.3.5.2 Procedures for tracing sources of illicit discharges will be identified as the
regulations are developed;
• 7.3.5.3 Procedures for removing the source of the illicit discharge will be identified
as the regulations are developed;
• 7.3.5.4 Procedures for the evaluation of the plan to detect and eliminate illicit
discharges will be identified as the regulations are developed.
7.3.6 — 7.3.7 Non Stormwater Discharges and Incidental non -storm water
discharges.
Landscape irrigation is performed on several large private lots including a
local golf courses. The Town will provide information to these land and
business owners as part of public education and outreach efforts.
Lawn watering and individual residential car washing will be addressed
through general public information and outreach efforts.
Flows from riparian habitats and wetlands will be identified and
inventoried as part of the system mapping effort.
The Town will look at feasibility of working with Land of the Sky
Regional staff to develop structural BMP's as models and demonstration
sites for public education.
7.3.8 Outreach
The Town will inform public employees, businesses, and the general
public of hazards associated with illegal discharges and improper disposal
of waste through our Town newsletter and other informational material
provided to residents and business owners. This need will be incorporated
into other public outreach and Town pollution prevention/good
housekeeping efforts as appropriate.
7.39 Decision Process
Clearly, not all the decisions for meeting this minimum measure have been
made and will depend on formalization of the Final Rules,
recommendations from the Planning and Zoning Board, and any new
discoveries made as part of the on going mapping and inventory process.
The Decision making process can be documented as the implementation
plan is finalized.
7.3.10 Evaluation
Evaluation approaches will be determined for each of the goals under this
Measure as the strategies and approaches are better defined.
18

7.4 Construction Site Stormwater Runoff Control
Minimum Measure (iv): A program to reduce pollutants in any
Stormwater runoff to the MS4 from construction activities resulting in a
land disturbance of greater that or equal to one acre.
Buncombe County Planning and Development regulates certain land
disturbing activities to control erosion and sedimentation and requires
permits for land disturbing activities of one acre or more. This requirement
applies to all areas of the County (including the Town of Weaverville)
except for the City of Asheville.
Buncombe County's ordinance is in accordance with the North Carolina
Sedimentation Pollution Control Act and all attendant regulations.
7.5. Post Construction Storm Water Management in New Development
and Redevelopment
Minimum Measure (v): A program to address post -construction
Stormwater runofffrom new development and redevelopment projects that
cumulatively disturb greater than or equal to one acre, including projects
less than one acre that are part of a larger common plan of development
or sale, that discharge into the MS4 or into an interconnected MS4.
To meet this requirement the Town will develop; implement and enforce
local regulations and a local program and fee schedule by March of 2005.
The program will ensure that controls are in place that would prevent or
minimize water quality impacts and will include strategies and structural
and non-structural BMPs that are best suited for Weaverville's topography
and landscape. To achieve this the Town will:
Goals:
1. Consider any model ordinance that the State may provide;
2. Utilize the local committee and Town Planning Board to draft
recommended language for Town Council; and
3. Work with other communities, Land -of -Sky Regional Council, or
other agencies to study the feasibility for regional approaches to
implementation and enforcement.
7.5.1 Program Requirements
19

The Town's program shall require all subject projects to apply for locally
issued permit coverage under one of the following Stormwater
management options and parameters as set forth in guidance document
S WU-268-103102:
7.5.1.1 Low Density Projects. Projects shall be permitted as low density if they
meet the following criteria:
• No more than two dwelling units per acre or 24 percent built -upon area
(BUA) for all residential and non-residential development;
Stormwater run-off from the development shall be transported from the
development by vegetated conveyances to the maximum extent
practicable;
All BUA shall be at a minimum of 30 feet landward of all perennial and
intermittent surface waters. For the purpose of this Rule, a surface water
shall be present if the feature is approximately shown on either the most
recent version of the soil survey map prepared by the Natural Resources
Conservation Service of the United States Department of Agriculture or
the most recent version of the 1:24,000 scale (7.5 minute) quadrangle
topographic maps prepared by the United States Geological Survey
(USGS). An exception to this requirement may be allowed when surface
waters are not present in accordance with the provisions of 15A NCAC 2B
.0233 (3)(a); and
The permit shall require recorded deed restrictions and protective
covenants to ensure that development activities maintain the development
consistent with the approved project plans.
7.5.1.2 High Density Projects. Projects exceeding the low density threshold
established above shall implement Stormwater control measures that:
• Control and treat the difference in Stormwater runoff volume leaving the
project site between the pre and post development conditions for the I
year 24 hour storm. Runoff volume draw down time shall be a minimum
of 24 hours, but not more than 120 hours;
o All structural Stormwater treatment systems used to meet the
requirements of the program shall be designed to have an 85% average
annual removal for Total Suspended Solids;
• General Engineering Design Criteria for all projects shall be in
accordance with 15A NCAC 2H .I008(c).
• All BUA shall be at a minimum of 30 feet landward of all perennial and
intermittent surface waters. For the purpose of this Rule, a surface water
shall be present if the feature is approximately shown on either the most
recent version of the soil survey map prepared by the Natural Resources
Conservation Service of the United States Department of Agriculture or

the most recent version of the 1:24,000 scale (7.5 minute) quadrangle
topographic maps prepared by the United States Geological Survey
(USGS). An exception to this requirement may be allowed when surface
waters are not present in accordance with the provisions of 15A NCAC 2B
.0233 (3)(a); and
• The permit shall require recorded deed restrictions and protective
covenants to ensure that development activities maintain the development
consistent with the approved project plans.
7.5.2 Operation and Maintenance Component
The Town's program shall include an operation and maintenance
component that ensures the adequate long-term operation of the structural
BMPs required by the program. The program shall require owners of
permitted BMPs to submit annual maintenance and inspection reports
conducted and certified by a qualified professional.
7.5.3 Control of Fecal Coliform
The Town will coordinate with the Metropolitan Sewerage District and the
Buncombe County Environmental Health Department to develop and
implement an oversight program to ensure the proper operation and
maintenance of on -site, private wastewater treatment systems, septic, and
private well systems. The Town will also include education about fecal
bacteria from pet waste in its public education program (7.1).
7.5.4 Programs Draining into SA Waters — NIA
7.5.5 Programs draining into trout (Tr) waters
Because Reems Creek is classified as C Tr waters, the Town shall require
that selected BMPs that impact these waters do not result in a sustained
increase in the receiving water temperature. These requirements will be
developed and implemented concurrently with other local regulations
regarding the Phase I1 Stormwater program and adopted in March of 2005.
7.5.6 Programs for Draining into Nutrient Sensitive Waters — NIA
7.5.7 Watershed Planning
None of the area covered by the Stormwater Management Program is in a
watershed area.
7.5.8 BMP Summary Table (Located at the end of this document)
7.5.9 Non -Structural BMPs
21

The Town will re -write our Zoning and Subdivision
Ordinances to integrate these new initiatives as well as new
requirements under the Phase II programs into a user-friendly
and up-to-date format. The re -write process will begin July 1,
2003, and continue until June 30, 2004.
7.5.9.3 As part of our Public Education and Outreach component, the Town will
develop programs for developers about project designs that minimize
water quality impacts.
7.5.9.4 The Town will consider minimization of the percentage of impervious
area after development, use of measures to minimize directly connected
impervious areas, and source control measures often thought of as good
housekeeping, preventative maintenance and spill prevention as part of our
program implementation.
7.5.10 Structural BMPs
The Town of Weaverville is currently in the process of making improvements to
our storm water system as outline in our needs assessment.
7.5.10.1 — 7.5.10.3 Filtration practices and infiltration practices will be
researched for their appropriateness and effectiveness in our area. The
Town will explore the feasibility of working with Land of the Sky
Regional Council and Cooperative Extension to develop some BMP
models for the Town of Weaverville, providing a "menu of options" for
BMP's that could be used in new development.
7.5.11 Regulatory Mechanism
As stated above, the Town will develop, implement and enforce local
regulations and a local program and fee schedule by March of 2005. The
program will ensure that controls are in place that would prevent or
minimize water quality impacts and will include strategies and structural
and non-structural BMPs that are best suited for Weaverville's topography
and landscape. To achieve this the Town will:
[.Consider any model ordinance that the State may provide;
II.Utilize the local committee and Town Planning Board to draft
recommended language for Town Council; and
III. Work with other communities, Land -of -Sky Regional Council, or other
agencies to study the feasibility for regional approaches to implementation
and enforcement.
22

7.5.12 Operation and Maintenance
The Town will explore the feasibility of creating the internal capacity of
working with/contracting with an environmental engineering firm, to
regularly inspect and/or maintain BMP's as part of the Town's program.
7.5.13 Decision Process
Not all the decisions for meeting this minimum measure have been made
and will depend on formalization of the Final Rules, any model ordinances
or recommendations from the State or as identified by the local committee,
and any new discoveries made as part of the planning process and the
mapping and inventory process. The Decision -making can be documented
as the implementation plan is finalized and we have better local data to
work with. All approaches will be considered based on their effectiveness
to minimize water quality impacts within our community.
7.5.14 Evaluation
Evaluation approaches will be determined for each of the goals under this
Measure as the strategies and approaches are better defined and as/if there
are changes with the Final Rules.
23

7.6 POLLUTION PREVENTION/GOOD HOUSEKEEPING FOR
MUNICIPAL OPERATIONS
Minimum Measure (vi): A pollution prevention/good housekeeping program for
municipal operations that addresses operation and maintenance, including a training
component, to prevent or reduce pollutant runofffrom those operations.
To meet this requirement the Town will develop and implement an operation and
maintenance program that includes a training component and has the ultimate goal of
preventing or reducing pollutant runoff from municipal operations. To address these
concerns, the Town.
Goals:
l . To work with the NC Division of Pollution Prevention and Waste Reduction
Partners of Land -of -Sky Regional Council to conduct a Good Housekeeping and
Pollution Prevention Assessment of the Public Works facility and will continue to
implement recommendations from that assessment within the current Public
Works facility.
2. Continue it's maintenance policies of good housekeeping and pollution
prevention practices within the current facility.
3. Utilize available training materials from EPA, the State, or other organizations as
part of employee training.
7.6.1 BMP Summary Table (Located at the end of this document)
7.6.2 Affected Operations:
The principle municipal operations of the Town of Weaverville that are relevant
to this permit program are those of vehicle washing, and materials storage that all
occur in the Public Works Facility. All vehicle repairers and maintenance items
are preformed by outside businesses and shops.
7.6.3 Training:
Town will continue to seek training for maintenance and public works personnel
in pollution prevention and good housekeeping measures.
7.6.4 Maintenance and Inspections:
Town Public Works staff is at Lake Louise Park property every day of the week
to maintain grounds and facilities. All garbage cans, picnic tables, and other park
facilities are anchored. Restroom facilities are within permanent structures.
24

The Town Public Works staff is in the Public Works Facility daily and follows a
routine maintenance schedule of all other Town facilities. Public works staff also
responds as needed to complaints or maintenance needs.
7.6.5 Vehicular Operations:
The Town of Weaverville fleet includes 69 insured vehicles:
Automotive repair (including oil changes) and significant maintenance for Town
vehicles are done through a contract with local private mechanic services.
The Public Works Facility has a wash area that collects debris run off.
Salt and sand storage is under shelter at the Public Works Facility. Other
materials are also stored within the Public Works building.
7.6.6 Waste Disposal:
The Town does not own or operate a waste transfer station. Town garbage trucks
collect garbage weekly and deliver it to the Buncombe County landfill. The
Town contracts with Curbside, Inc. to collect recyclables.
7.6.7 Flood Management Projects:
NIA
7.6.8 Existing Ordinances:
NIA
7.6.9 Other Evaluations:
As a small Town we have limited municipal operations and vehicle maintenance.
These are not the primary functions
25

of the Public Works Staff and Facility, but are just some of the services provided
along with Town facility and road maintenance, brush removal, sidewalk repair
and other Public Works functions.
The Town does not: own/operate ambulance, EMT or transportation or transit
services, nor does it have a wastewater treatment plant,.Iandfill, recyclables
processing center, mining operation, an airport, or marina.
Town staff evaluated all Town facilities and operations for their relevance/impact
on the Phase II program and concluded that the washing and material storage at
the Public Works Facility are the only activities of impact under this program.
Unless otherwise directed by the State, the Town will not be seeking separate
industrial permits for these functions at this time, as they are part of overall Town
services and operations.
7.6.10 Decision Process:
The Town has an outstanding record of good housekeeping practices and will
continue to maintain those practices in both our Public Works Facility and among
our Lake Louise Park.
7.6.11 Evaluation:
Evaluation approaches will be determined for each of the goals under this
Measure as the strategies and approaches are better defined.
26

BMP SUMMARY TABLE: TOWN OF WEAVERVILLE NPDES PERMIT APPLICATION NARRATIVE SUMMARY
1. BMP's and Measurable Goals for Public Education and Outreach
BMPs
Measurable Goal
Yr
1
Yr
2
Yr
3
Yr
a
Yr
5
Responsible
Position
1.
*Explore regional opportunities for
Implement a public materials distribution plan
X
X
Town Manager,
cost sharing on development and
two years'
Zoning
distribution.
Administrator
Administrator
X
X
X
X
X
*Distribute information through the
Town newsletter and Town website
X
X
X
X
*Conduct/Promote annual public
workshops
X
X
X
*Educational Materials available in
Town Hall for developers, businesses
and residents
2.
*Conduct/Promote annual trainings
Work with local and agencies to develop
X
X
X
Zoning
locally
trainings and materials for the public,
Administrator
landscapers, developers, and schools.
3.
*Work with local Scout Troops to
Place educational stencils on existing
X
X
X
X
Zoning
install storm drain stencils in
Town -street storm drains alerting people
Administrator
residential neighborhoods.
that the storm drains are not for waste
disposal
UPDATE 3/2010
1, Accomplished: With the help of publications from Land of Sky Regional Council, stormwater
articles were reprinted in our Town Newsletter "Focus on Weaverville".
2. Training works were held in Weaverville but not annually. Working with NCDENR, NC State
and the WNC Arboretum the Town of Weaverville sponsored a workshop hosted by NC State.
Showing a demonstration project of a storm water collection system from the Main Parking lot in
downtown Weaverville. The project consisted of storm water collection basins and piping, storm
water detention pond with plantings, stream release, creek bank stabilization, and permanent signs
to help educate the public.
3. We decided not to paint the sidewalks, however all new cast storm drains will have metal
stamping giving the warning.

2. BMPs and Measurable Goals for Public Involvement and Participation
BMPs
Measurable Goal
Yr
I<
Yr
2
Yr
3
Yr
4
Yr
5
Responsible
Position
1.
*Keep Town leaders informed and
Continue to seek input and provide
X
X
X
X
X
Zoning
integrate public inputs into Plan
updates on Phase 11 requirements and
Administrator
implementation.
implementation to Town Council and the
Town Planning Board as part of regularly
scheduled public meetings_
2.
*Cost share public information and
Explore feasibility of working with other
X
X
X
X
Zoning
participation efforts with neighboring
local agencies or adjoining communities to
Administrator
jurisdictions.
develop public input and informational
workshops or other processes.
3.
*Utilize "Adopt -a-" programs.
Initiate a local "Adopt -a -Stream", "Adopt-
X
X
X
X
Town Manager,
a -Creek", or even "Adapt -a -Drain"
zoning
program in coordination with RiverLink,
Administration
Buncombe County Environmental
Conservation Organization, Scout Troops,
or other local resources.
4.
*Promote Volunteer efforts to clean
Promote Annual "Big Sweep" Event each
X
X
X
X
X
Zoning
rivers.
September to clean up the French Broad
Administrator, ECO,
River and its tributaries.
RiverLink
UPDATE 3/2010
1. The Weaverville Planning and Zoning Board received up dates on storm water issues as necessary.
Every subdivision project submitted to the P&Z Board was evaluated for storm water control.
Buncombe County Planning and Zoning Department review the plans for Phase 11 compliance and
completed site inspections as necessary.
2. No addition cost was incured for copies of publication cost.
3. Was not able to set up at this time.
4. Working with Buncombe County Quality Forward clean ups were conducted in the Spring of the
years

3. BMPs and Measurable Goals for Illicit Discharge and Elimination
BMPs
Measurable Goal
Yr
1
Yr
2
Yr
3
Yr
4
Yr
5
Responsible
Position
1.
"Inspection of illicit sewer discharge"
Monitoring streams for straight piping
X
X
X
X
X
M.S.D. And
Buncombe County
Health Department
2.
*Establish Stormwater regulations
Adopt a local ordinance with regulatory
X
X
X
X
Town Manager,
and fees.
fines to prohibit illicit discharges into the
Public Works
system or the receiving streams.
Director and Zoning
Administrator
3.
*Effective Spill Management Protocol
Prevent hazardous materials from reaching
X
X
X
X
X
Weaverville Public
area streams through timely and effective
Works and
emergency management in hazardous spill
Weaverville Fire
situations
Department
4.
*Regular road and storm. sewer
Maintain roads and storm sewer
X
X
X
X
Weaverville Public
Maintenance
infrastructure in coordination with
Works Department,
NCDOT, Division 14.
NCDOT Division 13
5.
*Inspect and maintain septic and well
Regular inspections of existing septic
X
X
X
X
X
Buncombe County
systems.
systems and wells by the Buncombe
Environmental
County Environmental Health Department,
Health Department
UPDATE 3/2010
l . As reports of straight piping occur these are reported to NCDENER water quality section_
2. The Town of Weaverville has adopted Buncombe County Storm Water Policy as our own.
3. Weaverville Fire Department has been equipped and trained to control hazardous materials from
reaching area streams. Water Treatment Operators have been trained to protect our public water
supply intake.
4. Weaverville Public Works routinely cleans Weaverville Town Street storm drainage systems.
These inspection usually occur prior to a major storm event or directly after the storm event.
5. Buncombe County Health Department conducts these inspections.

4. BMPS and Measurable Goals for Construction Site Stormwater Run-off
BMPs
Measurable Goal
Yr
1
Yr
2
Yr
3
Yr
4
Yr
5
Responsible
Position
1.
*Require site plans and permits for
Maintain an effective Erosion and
X
X
X
X
X
NCDENR — State
land disturbing activities of 1 acre or
Sediment Control Program for
Sedimentation and
more
construction activities in coordination with
Erosion Control
the local NCDENR Office.
Program
UPDATE 3/2010
1. Buncombe County Planning Department conducts these inspections.

S. BMPs and Measurable Goals for Storm Water Management in New Development and Redevelopment
BMPs
Measurable Goal
Yr
1
Yr
2
Yr
3
Yr
4 1
Yr
5
Responsible
Position
1.
*Develop a local Ordinance"
Consider any model ordinance that the
X
X
X
X
Planning Director,
State may provide.
Local Committee,
Town Planning Brd
2.
*Enforce Local Ordinance
Work with other communities, Land -of-
X
X
X
X
Sky Regional Council, or other agencies to
study the feasibility for regional
approaches to implementation and
enforcement.
UPDATE 3 /20 10
1. Buncombe County's plan was approved as Weaverville own Stormwater Management Plan.

Resolution to Approve the Buncombe County
Stormwater Management Plan
Whereas, in 1999 the U.S. Environmental Protection Agency adopted the Phase II
Stormwater Regulations to improve water quality through the treatment and
control of stormwater, and
Whereas, the Town of Weaverville has been designated by the EPA as a phase H
municipality and is therefore required to develop a plan of action for the control
of stormwater, and
Whereas, the Town of Weaverville has been issued a permit from the State of North
Carolina Department of Environment and Natural Resourcps, Division of Water
Quality to Discharge Stormwater Under The National'4ollutant Discharge
Elimination System, and
Whereas, the North Carolina Environmental Management Commission has developed
rules for the federally mandated process for controlling and treating stormwater,
and
Whereas, Buncombe County Board of Commissioners have developed and approved a
Stormwater Management Plan for Buncombe County that was adopted on the 27'h
day of September, 2006 based on best management practices, and
Whereas, Buncombe County Planning and Development Department currently conducts
all building inspections, floodway inspections and erosion control. inspections
within the Town of Weaverville and its extraterritorial jurisdiction.
Now Therefore, the Weaverville Town Council would request that the Buncombe
County Board of Commissioners apply the approved stormwater management
regulations to all required development within the Town of Weaverville nand
within the extraterritorial jurisdiction of Weaverville and allow the Buncombe
County Planning and Development Department to administer stormwater
regulations on behalf of the Town of Weaverville.
Approved this the 21" day of May, 2007.
r ;;[
Mary "Be Stroud, Mayor
Shelby SlAlds, Town Clerk

6. BMPs and Measurable Goals for Pollution Prevention and Good Housekeeping
BMPs
Measurable Goal
Yr
1
Yr
2
Yr
3
Yr
4
Yr
S
Responsible
Position
1.
*Utilize Spill pallets for hazardous
Implement recommendations from the
X
X
X
X
X
Public Works
materials stored in barrels.
Pollution Prevention and Waste Reduction
Director
Assessment conducted by Waste
Reduction Partners within the current
*Keep materials labeled and in a neat
Public Works facility.
and locked area.
2_
*Practice Good Housekeeping in all
Continue Town maintenance policies of
X
X
X
X
X
Public Works
Town Facilities.
good housekeeping and pollution
Director,
prevention practices within current
facilities, including lake Louise Park.
3.
*Construct new facility with designs
Design a new public works facility
X
X
X
Public Works
that address stormwater management
addition to address already identified,
Director, Town
needs.
stormwater-management needs, including
Manager,
covered storage areas, spill containment
for hazardous materials, and a vehicle
wash bay.
4.
*Utilize available training
Train Town Employees annually on good
X
X
X
X
Public Works
materials from EPA, the State, or
housekeeping, pollution prevention, and
Director,
other organizations as part of
hazardous materials management.
Town Manager
employee training.
1. Hazardous materials are stored in a safe matter. Every three years we have invited NC DOL —
OSHA to inspect our facilities for safety compliance. If any safety issues are noted they are
corrected immediately.
2. Week Public Works facilities are cleaned and inspected for good housekeeping practices.
3. On Friday of each week, weather permitting Weaverville Public Works Department cleans our
main street area. Debris is picked up and disposed of in a proper matter therefore keeping the
debris out of our storm water systems.
4. New covered salt and sand shelters have been installed at Public Works.
5. Public Works has a designated area for washing vehicle with proper drainage to trap debris before
it goes into the storm sewer.
6. All oil changes and vehicle maintenance on vehicles area out sourced to local venders to limit
disposal of hazardous materials.

The Town Council for the Town of Weaverville held a Workshop on January 28, 2003 at 6:30
p.m. in the Community Room at 30 South Main Street.
Present: Mayor Stroud, Council members Nisbeth, Payne, Root and Sherrill Town Manager Mike
Morgan and Shelby Shields.
Absent: Councilman John Penley.
Visitors: Christine Jenkins and Seth Woodall,
Mayor Stroud called the meeting to order and stated the purpose was to review the proposed
Comprehensive Land Use Plan for 2002-2012.
Manager Morgan gave a general overview of the proposed Land Use Plan using Power Points to
explain changes and additions to the old Plan.
In a discussion, it was suggested that a new sidewalk survey be done since it had been several
years since the last one. The Council agreed that this should be done. It was also suggested that
the "Bike Route" be included.
After a general discussion, Councilman Payne stated he felt that five (5) lots on the East side of
North Main from Hamburg Mountain Road to Williams Street should be changed to C-1.
Mayor Stroud, Councilman Root, Councilwomen Nisbeth and Sherrill all stated that they were
satisfied with the Zoning Districts as they are, with no changes.
Manager Morgan will leave all zoning districts as is, make typographical corrections, "clean-up"
the draft and return it to the Council before next meeting.
There being no further business, the meeting adjourned.

The Town Council for the Town of Weaverville held a regular meeting on February i7, 2003 at
7:00 p.m, in the council Chambers at 30 South Main Street.
Present: Mayor Stroud, Council members Nisbeth, Payne, Root and Sherrill. Attorney Loftin,
Town Manager Morgan, employees Linda Adams, Greg Stephens, Doug Sims and Shelby
Shields.
Absent: John Penley.
Visitors: Don Hallingse, Doug Theroux, Don Monsees, and Christine Jenkins,
Mayor Stroud called the meeting to order. The January minutes were unanimously approved
approved with typographical errors corrected and an addition to para.3, line 3, of Councilman
Payne seconded the motion to adopt the Resolution Authorizing the Filing of an Application for
Approval of a Refinancing Agreement.
Art Safari:
Beth Mangum, representing the Art Safari, asked that the Town sponsor the safari to be held the
last week in April. Mangum gave a brief history of the safari, stating that they are trying to make
an art event that represents Weaverville well and they feel that they have. A sponsorship is
$50.00, The motion was made by Councilwoman Nisbeth and seconded by Councilman Root to
donate $50.00 as a sponsor to the Art Safari to be held in April. The motion was approved by a
vote of 4 - 0.
Tree Board Grant:
Mayor Stroud stated that a grant has been received by the North Carolina Forest Service in the
amount of $1,000.00. The grant will be used to update the brochures of Lake Louise Park. The
new brochures will identify the trees located at the lake, along with listing the names of people
who have had trees planted either in their memory or in honor of them. Previously 500 brochures
were printed, this time 1,000 will be printed. The project is titled "Lake Louise Tree and Historic
Mapping".
Resolution Addressing Retirement Health Benefits:
Mayor Stroud stated that this is the same Resolution addressing retirement health benefits that
were discussed at last meeting. Stroud stated her concerns about the cost to the Town over a long
period of time with escalating insurance premiums and where the money would come from.
Manager Morgan explained the resolution, the approximate cost to the Town, with the funds
coming from the General Fund.
The motion was made by Councilman Root and seconded by Councilman Payne to adopt the
Resolution Addressing Retirement Health Benefits with typographical errors corrected. The
motion was unanimously approved.
Approval of Monticello Estates Subdivision:
Mayor Stroud stated that the Planning and Zoning Board has recommended approval of Section
C of Monticello Estates, subject to Mr. Hughes providing a properly registered road maintenance

agreement prior to the Town Council meeting. Section C contains 9 lots, numbers 11 - 19.
Section A and B, lots 1-10 and 20-15, were previously approved and have been developed.
Shelby Shields stated that Mr. Hughes brought the signed agreement prepared by William
Wolcott, III to her office this afternoon. However, it was just signed this afternoon and has not
been registered yet.
The motion was made by Councilman Payne and seconded by Councilwoman Nisbeth to approve
Section C, lots 11 - 19, of Monticello Estates subject to the Road Maintenance Agreement being
registered in the Buncombe County Register of Deeds office. The motion was approved by a
unanimous vote.
Request From Little Mt. Zion Baptist Church:
Manager Morgan staled that he has been approached by the Pastor and some members of the
Little Mt. Zion Baptist Church wishing to purchase the Hillside Community Center from the
Town. The Center was leased to the Church in June, 2002 for use only by the Church and it's
activities. The Church is not to "rent out" to other groups or individuals. Morgan stated that if
the Town is interested in selling the property, the proper procedures will need to be followed.
The motion was made by Councilwoman Sherrill and seconded by Councilwoman Nisbeth to
proceed with investigating the possibility of selling Hillside Community Center. The motion was
unanimously approved.
Resolution Authorizing the Town Manager as Representative for Stormwater Management
Program:
Manager Morgan stated that he was in the process of finalizing Phase I1 Of the Stormwater
Permit Application which is due March 10, 2003. Morgan will need to be appointed as
representative for the Stormwater Management Program and a public workshop scheduled to
discuss the application. The motion was made by Councilwoman Nisbeth and seconded by
Councilwoman Sherrill to adopt the Resolution Authorizing the Weaverville Town Manager as
the Duly Appointed Representative for the Comprehensive Stormwater Management Program
and to schedule a public workshop on March 6, 2003 at 6:00 p.m. in the Council Chambers. The
motion was approved by a vote of 4 - 0.
Manager's Report:
Manager Morgan presented the 2003-2004 Budget Schedule. The motion was made by
Councilwomen Nisbeth and seconded by Councilman Root to hold a budget planning workshop
on March 10, 2003 at 6:00 p.m. in the Community Room. The motion was approved
unanimously,
Manager Morgan stated that the application for refinancing the Municipal Building has been
completed and he will be in Raleigh on March 4' for a meeting with Local Government.
Department Reports:
The following reports were given:
Police Department - Chief Greg Stephens
Fire Department - Chief Doug Sims
Public Works Department - Linda Adams

Zoning Department - Shelby Shields
Tax Department - Manager Morgan.
Manager Morgan asked that taxes be released for Michael T. Byrd in the amount of $41.97 for
$9,760.00 valuation. The personal property is outside the Town. The motion was made by
Councilman Payne and seconded by Councilwoman Nisbeth to release the taxes for Michael Byrd
in the amount of $41.97. The motion was approved unanimously.
There being no further business, the meeting adjourned.

The Town Council for the Town of Weaverville held a Stormwater Public Workshop on March 6,
2003 at 6:00 p.m. in the Council Chambers at 30 South Main Street.
Present: Mayor Stroud, Council members Nisbeth, Payne, Root and Sherrill. Town Manager
Mike'Morgan and Town Clerk Shelby Shields,
Absent: Councilman Penley,
Mayor Stroud called the meeting to order and stated the purpose was a public workshop on the
Stormwater Permit process. Stroud asked Manager Morgan to conduct the workshop.
Manager Morgan stated that he was in the process of completing the Stormwater Permit
Application that must be in on March 10, 2003. This meeting is a part of the public process.
Morgan also explained that along with the application there is a fee of $715.00. The Stormwater
project is mandated by the EPA as a part of the Clean Water Act.
Morgan explained the phases; The Town of Weaverville is a Phase 2 in comparison to Asheville is
a Phase 1. The Town is at an advantage, having had the stormwater mapping done in 1996.
Morgan explained that there are six (6) components that must be met, they are as follows:
1. Stormwater Management must be in place in five (5) years.
2. Create educational material for the public, with public participation.
3. Inspection for illicit discharge.
4. Construction runoff and Erosion control.
Regular maintenance and inspection after construction.
Municipal operations, local ordinance and enforcement of local ordinance.
There being no further business, the meeting adjourned.

� o�w�A�FA
Tobin of Veaberbitte
�m
A Good Place For Your Home
Marcie A. Member
Council Member
P.O. BOX 338 • WEAVERVILLE, NC 28787
Dottie Sherrill
Council Member
�
($2$) 645-7116 Fax [phone]
Harold Payne
za ,�
Rrx
Website: Weaverville.Net
Council Member
cna°
Jahn V.Penley
Council Member
Al Root
Mary 'Kett" Stroud, Mayor
Council Member
March 10, 2003
I, Shelby G. Shields, Town Clerk for the Town of Weaverville, do hereby certify
the attached minutes of January 28, 2003; minutes of February 17,2 2003; the
Resolution Authorizing the Weaverville Town Manager as the Duly Appointed
Representative for the Comprehensive Stormwater Management Program and the
minutes of the Public Workshop on March 6, 2003 are all true and accurate copies
of the actions of the Town of Weaverville Town Council.
Shelby G. Shields
Town Clerk
I, Melinda M. King, Notary Public certify that Shelby G. Shields, Town Clerk of the
Town of Weaverville appeared before me this the 10" , day of March 2003 and
signed the above statement.
Melinda M. King
My Commission Expires0 Q%

The Town Council for the Town of Weaverville held a Stormwater, Public Workshop on March 6,
2003 at 6:00 p.m. in the Council Chambers at 30 South Main Street,
Present: Mayor Stroud, Council members Nisbeth, Payne, Root and Sherrill. Town Manager
Mike Morgan and Town Clerk Shelby Shields.
Absent: Councilman Penley.
Mayor Stroud called the meeting to order and stated the purpose was a public workshop on the
Stormwater Permit process. Stroud asked Manager Morgan to conduct the workshop.
Manager Morgan stated that he was in the process of completing the Stormwater Permit
Application that must be in on March 10, 2003. This meeting is a part of the public process.
Morgan also explained that along with the application there is a fee of $715,00, The Stormwater
project is mandated by the EPA as a part of the Clean Water Act.
Morgan explained the phases; The Town of Weaverville is a Phase 2 in comparison to Asheville is
a Phase 1. The Town is at an advantage, having had the stormwater mapping done in 1996.
Morgan explained that there are six (6) components that must be met, they are as follows:
1. Stormwater Management must be in place in five (5) years.
2. Create educational material for the public, with public participation.
3. Inspection for illicit discharge.
4. Construction runoff: and Erosion control.
Regular maintenance and inspection after construction.
Municipal operations, local ordinance and enforcement of local ordinance.
There being no further business, the meeting adjourned.
,z�ltz� b- . 4�,
Shelby Shii9ds, Town Clerk

McGM
A S S O C I A T E S
TOWN OF WEAVERVILLE
STORM DRAINAGE SYSTEM
INVENTORY AND STUDY
m
W E A �F
�L
ems/ P'
\9rN cA°`�
JANUARY, 1996
(REV. JUKE, 1996)
PREPARED BY:
DANNY B. BRIDGES, P.E.
McGILL ASSOCIATES, P.A.
55 BROAD STREET
ASHEVI,LE, NORTH CAROLINA 28801
95234-02
Eng- ineering • Planning ° Finance
IblcQW Associates, P.A. • P.O. Box 2259, Asheviiie, NC 28NO2 • 55 1?road 5ireer, Asheville, NC 28801
704-252-0575 • FAX [phone]N

TOWN OF WEAVERVILLE
STORM DRAINAGE SYSTEM
INVENTORY AND STUDY
DESCRIPTION OF ABBREVIATIONS FOR PIPE MATERIALS
CMP
Corrugated Metal Pipe
TCP
Terra Cotta (Vitrified Clay) Pipe
CPVC
Corrugated Plastic (Poly Vinyl Chloride) Pipe
RCP
Reinforced Concrete Pipe
RCBC
Reinforced Concrete Box Culvert
STL
Steel Pipe
PVC
Plastic (Poly Vinyl Chloride) Pipe
BCMP
Bituminous coated Corrugated Metal Pipe
WH
Water Heater used for pipe
DESCRIPTION OF RATINGS FOR EXISTING PIPE MATERIALS
1 New pipe
2 Older pipe in good condition
3 Pipe and/or drainage structure needs maintenance in order to determine
condition
4 Pipe in poor condition & needs replacement
5 Pipe undersized & needs replacement

Sheetl
MWORWEA-VERVIL
NT70B
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ME 0 IM ON �,g IN I
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Wildwood Av
15
100
CMP
0,024
1
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2
1 1
0-5
6.7
3.4 3.5
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Wildwood Ln
15
125
CMP
0.024
15
N
2
2
0.5
6.7
6.7 13.6
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Wildwood Av
18
20
CMP
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1
1
0.5
6.7
3.4 25.5
.9-10
Wildwood Pk
12
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0.5
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.11-12
Wildwood Pk
15
30
CMP
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1
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6.7
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Wildwood Pk
36
32
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0.4
7.3
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15-16
Wildwood Pk
12
20
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30.2 1.9
17-1-8 (P)
Wildwood Pk
15X2
14
CMP
0.024
5
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5
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0.5
6.7
358.5 15-7
19-20
Cherry St
15
33
CMP
0,024
1
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4
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0.5
7.3
29.2 3.5
21 -'22
Cherry St
12
25
TC
0.015
8
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23-24
Chestnut St
15
60
CMP
0.024
8
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4
0.5
6.7
13.4 9.9
25-26
Coleman St
15
32
WH
0.024
15
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5
2
0.5
6.7
6.7 13-6
27-28
Coleman St
15
20
CMP
0.024
10
N
1
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0.5
6.7
10.1 11.1
29-30
Coleman St
15
20
CMP
0.024
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1
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0.5
6.7
13.4 13.6
31-32
-- T--
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8
15
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0.012
3
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0.4
6.7
5.4 2.3
33-34
Coleman St
8
32
TC
0.015
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4,5
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3.4 3.3
35-36
Coleman St
8
15
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37-38 (D)
N. Main St
24
50
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39-40
Clinton St
24
20
CMP
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7.3
47.5 21.3
41-42
Clinton St
15
30
CMP
0.024
5
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4
2
0.5
6-.-7
6.7 7.8
43-44 (P)
Clinton St
8X3
100
C-PVC
0.024
4
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4
16
0,5
6.7
53.6 3.9
45-46
Waddell St
18
80
CMP
0.024
4
N
2
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6.7
10.1 11.4
46-48
Waddell St
18
36
CMP
0.024
6
N
2
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0.5
6.7
13.4 14.0
49-50
Clinton St
18
145
CMP
0.024
2
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3.4 8.1
50-52
Clinton St
18
26
CMP
0.024
2
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52-54
Clinton St
18
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CMP
0.024
is
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6.7
6.7 22.1
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1 42
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1 CMP
0
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Weaver Blvd
1 15
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Page 1

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$ 4,752.00
21-22
CMP
0.024
18
16.1
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23-24
$ -
25-26
CMP
0.024
18
22.1
$ 2,304.00
27-28
$ -
29-30
$ -
31-32
CMP
0.024
18
9.9
$ 1,080,00
33-34
CMP
0.024
18
18.0
$ 2.304.00
35-36
CMP
0.024
18
18.0
$ 1,080.00
37-38 (D)
$ -
39-40
-
$ - -
41-42
CMP
0.024
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12.8
$ 2,160.00
43-44 (P)
CMP
0.024
36
72-6
PRIVATE
45-46
$ -
46-48
$ -
49-50
$ -
50-52
$ -
52-54
$ -
55-56 (D)
$ -
57-58 (D)
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Page 2

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Williams St
15
30
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65-66
Williams St
12
22
RCP
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6.7
6.7 12.2
67-68
Williams St
12
18
RCP
0.012
10
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6.7
6.7 12.2
69-70
Williams St
12
4
CMP
0.024
10
N
4
2 0.5
6.7
6.7 6.1
71-72
Williams St
18
24
WH
0.024
20
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4
1 0.5
6.7
3.4 25.5
73-74
Williams St
12
15
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0.624
20
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1 0.5
6.7
3.4 8.6
75-76
Hamburg Dr
15
36
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77-78
Hamburg Dr
42
40
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79-80 (D)
Hamburg Mtn Dr
12
40
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5
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4
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7.3
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81-82
Hamburg Dr
18
80
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7
N
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6.7
6.7 15.1
82-84
Hamburg Dr
18
50
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7
N
1
2 1 0.5
1 6.7
6.7 15.1
84-86
Hamburg Or
18
26
CMP
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7
N
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6.7
6.7 15.1
87-88
Hamburg Or
18
42
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7
N
1
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6.7
6.7 15.1
89-90
Hamburg Dr
15
50
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10
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2
3 0.5
6.7
10.1 11.1
91-92
Hamburg Dr
15
30
CMP
0.024
10
N
2
3 0.5
6.7
10.1 11.1
93-94
Williams St
18
20
CMP
0.024
10
N
2
3 0.5
6.7
10.1 18.0
95-96
Williams St
12
5
WH
0.024
10
N
4
3 0.5
6.7
10.1 6.1
97-98
Williams St
12
20
WH
0.024
10
N
4
3 0.5
6.7
10.1 6.1
99-100
Williams St
12
5
WH
0.024
10
N
4
3 0.5
6.7
10.1 6.1
101-102
Williams St
15
20
CMP
0.024
10
N
5
4 0.5
6.7
13.4 11.1
103-104
N. Main 5t
12
15
WH
0.024
3
N
4
2 0.5
6.7
6.7 3.3
105-106
N. Main St
12
20
WH
0.024
3
N
4
3 0.5
6.7
10.1 3.3
107-108
N. Main St
15
20
CMP
0,024
2
N
5
2 0.5
6.7
6.7 5.0
109-110
N. Main St
15
12
CMP
0.024
2
N
5
2 0.5
6.7
6.7 5.0
1 i 1- 112
N. Main St
15
16
CMP
0.024
2
N
4
8 0.5
6.7
26.8 5.0
113-114
N. Main St
12
24
RCP
0.012
2
N
4
8 0.5
6.7
26.8 5-5
115-116
N. Main St
15
20
CMP
0.024
2
N
5
2 0.5
6.7
6.7 5.0
122-123
Harbeck Dr
10
45
1 CMP
0.024
20
N
1-1
1 0.5
6.7
_3.4 1 5.3
123-124
Hardeck Dr
10
40
CMP
0.024
4
N
1
1 1 0.5
1 6.7
3.4 2.4
Page 3

Sheetl
<19g5 96 TOYttN QF�1fAVEE3iliE.E,° <z< f
:::....:.: r.:,;:;.,.,rx..,::a:.;';::.;:-:�.,xr.;:N::.f u.;'::.x.::%:a:::w:,rcc:cs:rrra� r;>ssct:V:w:.cr:ca::�•:asc-ssw�:>o:•a;ft,.so-:., ax:.,.:-:s� h-x.Krr.,..:,:; • <.: -`'.{
ffi
yj,�y.•:.r`^n4}.{.+w'S%:. `' Ysiinj('Y'''1t'.-µ.. :�:M.
Nuxber s alae0aE1 , Fa�cior-
61-62 $ -
63-64
CMP
0.024
36
51.4
$ 4,320.00
65-66
CMP
0.024
15
11.1
$ 1,320.00
67-68
CMP
0.024
15
11.1
$ 1,080.00
69-70
CMP
0,024
15
11.1
$ 240.00
71-72
CMP
0,024
15
15.7
$ 1,440.00
73-74
CMP
0.024
15
15.7
$ 900.00
75-76
CMP
0.024
15
7.8
$ 2,160.00
77-78
$ -
79-80 (D)
CMP
0.024
15
7.8
D.O.T.
81-82 ,
$ -
82-84
$ -
84-86
$ -
. 87-88
$ -
89-90
$ -
91-92
$ -
93-94
$ -
95-96
CMP
0,024
15
11.1
$ 300.00
97-98
CMP
0.024
15
11.1
$ 1,200.00
99-100
CMP
0.024
15
11.1
$- 300.00
101-102
CMP
0.024
18
18.0
$ 1,440.60
103-104
CMP
0.024
18
9.9
$ 1,080,00
105-106
CMP
0.024
18
9.9
$ 1.440.00
107-108
CMP
0.024
18
8.1
$ 1,440.00
109-110
CMP
0.024
18
8.1
$ 664.00
111-112
CMP
0.024
30
31.6
$ 1,920,00
113-114
CMP
0.024
30
31.6
$ 2,880.00
115-116
CMP
0.024
18
8.1
$ 1.440.00
122-123
$ -
123-124
$ -
Page 4

Sheetl
-r�1tu' yi!..L::A/.�Y/��'.: v::�:i.;•
.tVl_'i3:�11::�;;<%:•;»:i:::>'.i::4iy.::-
.. . ... .. .. .... .. ...... ........... ... . ........... ... . ...h. ..... ... . ..o :. . .- vn :.. .,.-. .l:: n...ra::
.....,,-......t. ....., .: ..... .. v,: .......-... .: .:: ... {.. ::r:..:i.:':%'�'i::.i:•..'::::'.t-Fi::::-:Yt:.';_:.:::';•ic�[�'ti•ir i' :':![��i ^'•: -
x art . :..Q.::.
'FC3.Rt411.D1�A! . �......... .i .. _. , ..n ...... ..:...."R ..::.... :::. pe...
.y. ±��/�� //ri:: > r• -vi rs-.i<... ....... r. .. ,.. ,.. ....... ,..:. ;:...., fF'::: .f.:.;< ...,. r.:o
ati . :K,�i�i -�= f• �'
- -� c: .,..... ...: :.:i.r'.:a::::.r: rs:: ..,:.: r � r r-a. •rr , ./! :.>:.",':`>.:<s;<s's�^..::<�:.:..::::.>::.:�.......................a.....:.:..... ......... ..;;.::.,,.a::.:..,; i• i:x,
D� • ,::ice ,
. ......... ........ ...... ., .:....... ... .... ... . ...... ... .:.. .. ..:. -.... .. ...... . Y ...:' .. - -.C::. - ':Sl +/+ F.:+i Y.. .1. f. - / :ram:
Q re i Al :> Sfc e Ft ' evtit" ual35 a P>:,.
z r'
. a
.:....:f,:..:.:_;^.,:<.:.::.:;.+..::........ ...: .�.::::.:....... ..:.:::.-,...::..... .::�...>:�,::...>•'n: xr ;fid!.F :y.:: :�rrf: t.✓.:rr:. r:::.,:.:,�f
r
270-271
Alexander Rd
12
20
WH
0.024
2
N
5
1
0.5
6.7
3.4
2.7
272-273
Alexander Rd
10
20
CMP
0.024
1
N
4,5
1
0.5
6.7
3.4
1.2
274-275
Alexander Rd
10
25
RCP
0.012
5
N
4
1
0.5
6.7
3A
5.3
276-277
Alexander Rd
10
30
CMP
0.024
8
N
4,5
1
0.5
6.7
3.4
3.4
278-279
Alexander Rd
12
30
WH
0.024
8
N
4,5
1
0.5
6.7
3.4
5.5
280-281
Alexander Rd
12
15
WH
0.024
8
N
4,5
1
0.5
6.7
3.4
5.5
282-283
Alexander Rd
18
20
TCP
0.024
8
N
5
2
0.5
6.7
6.7
16.1
284-285
Alexander Rd
18
30
CMP
0.024
8
N
2
2
0.5
6.7
6.7
16.1
286-287 (P)
Alexander Rd
30
8
STL
0.024
3
Y
5
15
0.5
6.7
50.3
38.7
288-289 (P)
Alexander Rd
24
20
CMP
0.024
2
Y
4
18
0.5
6.7
60.3
17.4
289-290 (P)
Alexander Rd
15
40
CMP
0.024
3
Y
4
18
0.5
6.7
60.3
6.1
750-751
Le Perrion
15
60
CMP
0.024
16
N
1
1
0.5
6.7
3.4
14.0
752-753
Le. Perrion
18
70
CMP
0.024
15
N
1
2
0.5
6.7
6.7
22.1
753-754
Le Perrion
18
50
CMP
0.024
7
Y
2
2
0.5
6.7
6.7
15.1
755-756
Le Perrion
18
100
CMP
0.024
16
N
2
4
0.5
6.7
13.4
22.8
757-758
Le Perrion
18
30
CPVC
0.024
11
N
5
5
0.5
6.7
16.8
18.9
759-760
Le Perrion
18
50
CMP
0.024
7
N
2
1
0.5
6.7
3.4
15.1
761-762
Le Perrion
12
35
CPVC
0.024
14
N
4
1
0.5
6.7
3.4,
7.2
763-764
Le Perrion
18
60
CMP
--0.024
20
Y
2
2
0.5
6.7
6.7
25.5
765-766
Le Perrion
18
45
CMP
0.024
Y
5
2
0.5
6.7
6.7
766-767
Le Perrion
18
90
CMP
0.024
25
Y
2
2
0.5
6.7
6.7
28.5
768-769
Le Perrion
3
2
0.5
6.7
6.7
770-771
Le Perrion
3
3
0.5
6.7
10.1
772-773
Le Perrion
18
100
CMP
0.024
18
N
2
2
0.5
6.7
6.7
32.2
774-775
Le Perrion
18
60
CMP
0.024
10--N
2
2
0.5
6.7
6.7
24.2
125-126
N. Main St
2'x4'
60
RCBC
0.012
2
Y
4
29
0.2
6.7
38.9
132.7
126-127
Oakland St
18
55
CMP
0.024
1
N
4
2.0
0.2
6.7
2.7
5.7
126-128
Oakland St
24
40
BCMP
0.012
17
Y
4
27
0.2
6.7
36.2
101.4
128-129
Oakland St
24
70
BCMP
0.012
7
Y
4
22
0.2
6.7
29.5
65.1
129-130
Oakland St
24
100
BCMP
0.012
7
Y
4
21
0.2
6.7
28.1
65.1
Page 5

Sheetl
�99'S 9 Tt)lAi
5'�C3F41! �iRA�AG
- r::.....+.:.:4:n_......:f.::^n;.,..::rnvR:.y....v::rx:ppS,......:nw.x•.r.-n....v.:nrw.`:xvv:rrr::ikr.:�:.ln.xrr..r:]v.M
%
x}\.
`AY��A ti:r. .•.�rn Y:Sw
Ofi�f1fA�lEiV1L1:Ir �z°� «u < ">x=;.
SYSTEtt liNllT0�3YNORTH AREA{ x
..'.ti�.-
u`{*'h.�i'..�A-'...�' :::".�-.,ri'i.
' ":.` sb.!
:n
�
.,x
270-271
CMP
0.024
15
5.0
$ 1,200.00
272-273
CMP
0.024
15
3.5
$ 1,200.00
274-275
CMP
0.024
15
7.8
$ 1,500.00
276-277
CMP
0.024
15
9.9
$ 1.800.00
278-279
CMP
0.024
15
9.9
$ 1,800,00
280-281
CMP
0.024
15
9.9
$ 900.00
282-283
CMP
0.024
15
9.9
$ 1,200.00
284-285
$ -
285-287 (P)
RCP
0.012
30
77.3
PRIVATE
288-289 (P)
RCP
0.012
30
63.1
PRIVATE
289-290 (P)
RCP
0,012
30
77.3
PRIVATE
750-751
$ -
752-753
$ -
753-754
$ -
755-756
$ -
757-758
$ -
759-760
$ -
761-762
$ -
763-764
$ -
765-766
MAINT
$ 200.00
766-767
$ -
768-769
MAINT
$ 200.00
770-771
MAINT
$ 200.00
772-773
$ -
774-775
$ -
125-126
$ -
126-127
$ -
126-128
$ -
128-129
$ -
129-130
$ -
Page 6

Sheetl
VE :996.96EUWNQEIL .. .:X:...:=�;Fx
LE .:. ...:.:::....:r.::.,:.::.,.x.+•.:.<:....,.x.:::...--"J,
..:.�`.,:+:t.Y.:..::....!'..w. -x:•:•.a,., :!yr..;5:2i:-.+3T,'�4iY.:..i.(.:':...w1..:
:<D t
A
:..........,.......ik
..... .....:...
.:,.-_zy:o:«,fi: ;,^.::::::srs .�-:?W':...t-."...,.:.!..,;.;,.i :::;;•; ».: ,... +...i:i..}.: ;v.,Y:i::. :^J„eY,t?'<. r... .7: �.1.: 7
v =
....... .......:......-.:.....: .::.....:::.. �.,:.:..:. :.:+.., _....ter::.... :.:....:: ..:::. �.:v.. ..r .+.. /
.:............. v..:..........- ....,.+........... ,.:.. _ ..a.:..:.._ ......:..,�.. v..:t..."....rr .:i,:......+.a,.. n:.::i,,,:..�+i,::... vi.'>.J, '/' r,
roll
.i f.:.. v.F...,y J X✓ ..:..:::.�:::--.a.a'::....,..... .. r:+::...:, .. v::.;}. ... n,,.:t: x:::+:•::.
':: ?: .. r.r-:.• ::7: //
r...Yr...::.+.... xi�- ^'off •1
�:....e<;:�>flr�xyr�r#�1 at] ;flr� p ✓ :, q� r .:C:. :.s7f`.
:xs".;,.;....Mv:.�....,....::-::.r..::-:::.+.... ,.,...:�::.�:: ... r•: .:,........ ,f:r::. .1.. cfri i -.r+ :f '� r�
::::.�.. :.: ..:.::......: .:.....:.:::. �..:... ,._,..:..:,.. .. :: ..:..: .: ..::_.. ...:. f -.. �: ..... r:i:::?,•'. '::w. �'=i#r`':::>:.:.:,Y:.: � G.: 9ff r f�� �:%__..Lfl..'/.+ '/./.s:x: ��:d'
_..., _ ,f-
ir�et<,:ri.WF '%�.-'ref
.-.-.-,... .. .. :_ ...:.. ....... .. .. ....:: .... .::....... ........:.... r. ...-....:::......r:...., .. :.}::: .-:.,:v: ::.. ..:-. �: ... :.+,:::::--0:-:c: ,;.J1/": ../ ./. .: f.. .. i:'R �. •"l..:cf J
+....+.... ., .....Y
r:i: •r %
:r: A . .Jf .
130-131
Oakland St
30
100
CMP
0.024
2
Y
4
20
0.2
6.7
26.8
31.6
128-132
Oakland St
18
70
CMP
0.024
3
N
4
5
0.2
6.7
6.7
9.9
132-133
Oakland St
18
75
CMP
0.024
7
N
4
4
0.2
6.7
5.4
15.1
133-134
Oakland St
15
120
CMP
0.024
7
N
4
3
0.2
6.7
4.0
9.3
Page 7

Sheetl
Y .'�'v:41
,•.•.rn-.•.v.ev...H^f.r:i.istiviri.•i+v:m.:ias..:hYis'�i++.4i�+/..•'4i: v.:y :'.Sf.i<:vZwx' ..
:: ik i...:..
-.�`.ia. '`:�... � y�,,,'. vc:' rv::`.[t'i�..-`
tt �����'^.yy`r ,-.yc+,`.caw�.t�Nt•r
s.
130-131
$ -
128-132
$ -
132-133
$ -
-133-134
$ -
TOTAL
$ 71,012.00
Page 8

Sheet2
--'46714 V ...........
41-97564.6 .. 4 t",
T
EN -2!
bRAICa
X0
Ann.
v. W.? A Nbm,
Merrimon Av 6 60 PVC 0.012 6 N 1 1 0.5
6.7- 3.4 1.5
302-303 (D)
Merrimon Av
IS
110
CMP
0.024
15
N
2
1
0.5
7.3 3.7
22.1
304-305 (D)
Merrimon Av
18
70
RCP
0.012
4
N
2
15
0.4
7-3 43.8
22.8
306-304
Merrimon Av
15
65
TCR-WH
0.624
3
N
5
2
0.5
6.7 6.7
6.1
307-308
Lake Louise Or
36
73
RCP
0.012
12
y
1
21
0.4
7.3 61.3
251.6
309-310(0)
Merrimon Av
48x72,
50
RCBC
0.012
3
y
2
135
0.4
7-3 394.2
634.7
311-312
Lake Louise Or
18
62
CMP
0.024
2
N
2
2
0.4
6.7 5.4
8.1
3-13-3-12
Lake Louise Or
18
62
CMP
0.024
2
N
2
1
0.4
6.7 2.7
8.1
314-313
Lake Louise Or
18
50
CMP
0.024
24
N
2
1
0.4
6.7 2.7
28.0
315-316
Lakeshore Or
15
130
CMP
0.024
10
N
4
2
0.5
6.7 6.7
11.1
317-316
Lakeshore Or
48
28
CMP
0.024
3
y
2
110
0.4
7.3 321.2
135.6
318-317
Lakeshore Or
18
100
CMP-WH
0.024
10
N
2
2
0.4
6.7 5.4
18.0
320-318
Lakeshore Dr
18
20
STEEL
0.024
10
N
2
2
0.4
63 5.4
18.0
319-320
Lakeshore Or
15
140
CMP
0.024
10
N
2
2
0.4
6.7 5.4
11.1
321-322
Highland St
12
20
CMP
0.024
3
N
4
2
0.4
6.7 5.4
3-3
322-323
Lakeshore Dr
18
50
CMP
0.024
5
N
4
2
0.4
6.7 5.4
12.8
--'32-4-325
Lakeshore Or
15
40
CMP
0.024
2
N
2
1
0.4
6.7 2.7
5,0
326-327
Lakeshore Or
15
40
CMP
0.024
5
N
2
1
0.4
6.7 2.7
7.8
326-327
Lakeshore Or
15
40
CMP
0.024
5
N
2
1
M
6.7 2.7
7.8
328-329
Lakeshore Or
15
30
CMP
0.024
2
N
2
2
0.4
6.7 5.4
5.0
330-331
Lakeshore Dr
4
34
TC-PVC
0.024
2
N
4
2
0.4
63 5.4
0.1
332-333
Lakeshore Or
18
83
CMP
0.024
3
N
2
2
0.4
67 5.4
334-335
Lakeshore Or
18
25
cmp
0.024
5
N
2
1
0.4
6.7 2.7
-9.9
12.8
336-337
Lakeshore Or
12
40
CMP
0.024
5
N
4
2
0.5
6.7 67
4.3
338-339
Lakeshore Or
24
53
CMP
0.024
4
N
2
2
0.5
6.7 6.7
24.6
340-341
Lakeshore Dr
18
50
CMP
0.024
1
N
3
1
0.5
6.73.4
5.7
342-343
Lakeshore Or
18
50
CMP
0.024
1
N
3
1
0.5
6.7 3A
5.7
344-345
Lakeshore Or
48
100
BCCMP
0.012
2
y
2
221.4
346-347
Lakeshore Or
24x2
92
CMP
.0.024
12
N
2
85,2
348-349
Merrimon Av
24
40
CMP
0.024
_3
N
-2
3
0.4
63 8.0
21.3
Page 1

Sheet2
T R DRA�NAG
NK .
`,,, .,�„,,ii..,,,,.. _
._-_..:::.:.:.i..�::.:
300-301
SYS7�M I4VVE t t) 1r SC3l1F AKE0
�..�...... >.:
w....� ....� .x:�� >.. x rw.0
:..w:.•RYYY4 - i:bY<,;::L'.,,. ::Ic?'�rti.,S''t5: ,::1;',':Ya::2
L.
. ,c•.' "';�'o'.`c .,.L.. :;:. Ya`:Yi: ::yJ, i ::...:.,-,.:....:..w.t. ,:rya
Y.�LiI4i:3�^-
0: �>.. k..,
�,(!�4
$ -
302-303 (D) -
$ -
304-305 (D)
$ -
306-304
CMP
0.024
18
9.9
$ 4,580.00
307-308
$ -
309-310 (D)
$ -
311-312
$ -
- 313-312
.$ -
314-313
$ -
315-316
CMP
0.024
15
11.1
$ 7,800.00
317-316
$ -
318-317
$ -
320-318
$ -
319-320
$ -
321-322
CMP
0.024
15
6.1
$ 1,200.00
322-323
CMP
0.024
15
7.8
$ 3.000.00
324-325
$ -
326-327
$ -
326-327
$ -
328-329
$ -
330-331
CMP
0.024
18
8.1
$ 2,448.00
332-333
$ -
334-335
$ -
336-337
CMP
0.024
15
8.1
$ 2,400.00
338-339
$ -
340-341
MAINT
$ 200.00
342-343
MAINT
$ 200.00
344-345
$ -
346-347
$ -
348-349
$ -
Page 2

Sheet2
NWOSWEAVERVIE
�R-M
W
...
. .. ...st
12
m
,,ipjp6-j-.fl -R p
Op
y
350-351
Merrimon Av
30
83
CMP
0.024
5
N
2
11 0.5 6.7
36.9
49.9
352-351 (D)
Merrimon Av
18
45
CMP
0.024
8
N
2
6 0.4 7-3
17.5
16.1
353-354 (D)
Merrimon Av
18
40
RCP
0.012
5
N
2
3 0.5 7.3
11.0
25.5
i355-356 (D)
Merrimon Av
18
36
RCP
0.012
5
IN
2
2 0.5 7.3
7.3
25.5
357-358
Merrimon Av
15
100
CMP
0.024
5
N
2
1 0.4 6.7
2.7
7,8
--35-9-360
Merrimon Av
15
100
CMP
0.024
5
N
2
3 0.5 6.7
10.1
7.8
361-362 (D)
Banks Town Rd
18
57
RCP
0.012
3
N
2
2 0.4 7.3
5.8
19.8
363-364
Banks Town Rd
12
20
CMP
0.024
2
N
4
2 0.4 6.7
5.4
2.7
365-366
Banks Town Rd
12
105
CMP
0.024
2
N
4.5
1 0.4 6.7
27
2.7
367-368 (D)
Banks Town Rd
18
30
CMP
0.024
4
N
2
2 0.4 7,3
5,8
11.4
369-370 (D)
Banks Town Rd
18
30
CMP
0.024
5
N
1
2 0.4 7.3
5.8
12.8
371-372 (D)
Banks Town Rd
24
35
RCP
0.012
6
N
2
11 0.4 7.3
32.1
60.3
373-374 (D)
Banks Town Rd
15
140
CMP
0.024
2
N
4
4 0.4 7.3
11.7
5.0
375-376
Lakeshore Dr
12
35
CMP
0.024
10
N
4
2 0.4 6.7
5.4
6.1
377-378
Lakeshore Dr
is
35
CMP
0,024
10
N
2
2 OA 6.7
5.4
18.0
379-377
Lakeshore Dr
15
20
CMP
0.024
2
N
2
1 0.5 6.7
3.4
5.0
380-381
Lakeshore Dr
15
50
CMP
0.024
10
N
2
1 0.4 6.7
2.7
11.1
382-383
Lakeshore Dr
10
20
WH
0.024
1
N
4,5
1 0.4 6.7
2.7
1.2
384-385
Metcalf Dr
15
68
CMP
0.024
3
N
5
2 0.4 6.7
5.4
6.1
386-387
Williamette Cir
15
20
CPVC
0.024
37
N
1
1 0.4 6.7
2.7
21,3
388-389
Williamette Cir
15
20
CMP
0.024
2
-N
2
1 0.4 6.7
2.7
5.0
390-388
Williamette Ur
12-
67
CMP
0.024
3
-5
N
51
1 0.4 6.7
2.7
3.3
385-391
Metcalf Cir
18
100
RCP
6.012
N
3
2 0.4 6.7
5.4
25.5
391-392
Metcalf Cir
18
100
RCP
0.012-
5
N
3
2 0.4 6.7
5.'4
25.5
393-394
Lakeshore Dr
8
22
TCP
0.015
7
N
4,5
1 0.4 6.7
2.7
2.8
--3-9-5-396
Lakeshore Dr
15
20
CMP
0.024
7
.- N
5
1 0.4 6.7
2.7
9.3
397-398
Lakeshore Dr
15
25
CMP
0.012
7
N
1
1 6.4 6.7
2.7
18.6
399-400
Lakeshore Dr
12
30
CMP
0.024
7
N
4,5
2 0.4 6.7
5.4
5.1
,W 1 -4-02
Lakeshore Dr
8
5
TCP
0.015
5
N
4
1 0.4 6-7
2-7
2.3
403-404
S. College St
12
is
CMP
0,024
3
N
4,5
1 F 0-5 [=6.7--,
3.4
3.3
Page 3

Sheet2
fi99, 9& T0111EM'C?
Tf3RMxDl
:',;': '::':��.'-: h::: .::i;;.d; r:?:
':s-:.>:
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NAG SYS`1' AA IN IF —i0 1 "5 3 AAA $�
„N... ..,x .; "�...> ............ N„ ; .
r
tY{i: + �: �'
�.yt �br.. s..,`.::uy: ..„yri:-:}.... •'<:�iv. .4>:Rc?Y: .. �... :J.-:�;: -:v;•
.x�'�-'F:_'•z:far.:Y.' '•;z'S:-x; �:.�psip;;;- �1,p,,6..:,,,{,
'�IYIGRB�,„ of T'a��I.C.,-. .£:��i fi'. �� �iA ti7�w �"'Es � N Y• ��'
350-351
$ -
352-351(D)
$ -
353-354 (D)
$ -
355-356 (D)
$ -
357-358
$ -
359-360
$ -
361-362(D)
$ -
363-364
CMP
0.024
18
8.1
$ 1.440.00
365-366
CMP
0.024
15
5.0
$ 6,300.00
367-368 (D)
$ -
369-370(D)
$ -
371-372(D)
$ -
373-374 (D)
CMP
0.024
24
17.4
D.O.T.
375-376
CMP
0.024
15
11.1
$ 2,100.00
377-378
$ -
379-377
$ -
380-381 '
$ -
382-383
CMP
0.024
15
3.5
$ 1,200.00
384-385
CMP
0.024
15
6.1
$ 4,080.00-
386-387
$ -
388-389
$ -
390-388
CMP
0.024
15
6.1
$ 4,020.00
385-391
MAINT
$ 200.00
391-392
MAINT
$ 200.00
393-394
CMP
0.024
15
9.3
$ 1,320.00
395-396
CMP
0.024
15
9.3
$ 1,200.00
397-398
$ -
399-400
CMP
0.024
15
9.3
$ 1,800.00
401-402
GMP
0.024
15
7.8
$ 300.00
403-404
CMP
0.024
15
6.1
$ 900.00
Page 4

Sheet2
�995=96TO . Ntn�Y�AVi>" ..1 r:;=..;...'-'•>:.>.....;:,.:;:n....::-::::, :..
V LE tom:: ry95234-I}:1. XLS. .t
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5T'ClE�AI� D��t��t�.....Y...:. ..:,........:...:........:.:......:.... .....<......,... ::. � .::::P...�.<..:...P:
•YY:: '
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w:,: .::..�t .:.,.::- ,.:.,.:., ;r.:.Str - - 1........:. ..ILL.. .i�i.r<' 4�', :n , I...` .: x. _:. .... ... : �IiJ �.....::��il 1;i ::�.�.� 4]•
e31ti1,
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+�$�flf ;In
:: i✓ ",;,�::..: tom.: .,...:;.�.
405-406
S. College St
10
5
WH
0.024
2
N
4
1
0.5 6.7
3.4 1.7
407-408
Brown St
15
26
WH
0.024
5
N
5
2
0.5 6.7
6.7 7.8
409-410
Brown St
15
15
WH
0.024
6
N
5
2
0.5 6.7
6.7 8.6
411-412
Merrimon Av
10
24
WH
0.024
4
N
4,5
5
0.4 6.7
13.4 2.4
412-413
Merrimon Av
18
43
RCP-WH
0.024
5
N
5
6
0-4 6-7
16.1 12.8
413-414 (D)
Merriman Av
18
35
RCP
0.012
6
N
2
6
0.4 7.3
17.5 28.0
415-416 (D)
Merrimon Av
48x48
38
RCBC
0.012
3
Y
2
75
0.4 7.3
219.0 371.4
417-418
Grove St
30x2
55
CMP-RCP
0.024
5
Y
5
78
0.4 7.3
227.8 99.8
419-420
West St
18
37
CMP
0.024
13
N
2
3
0.4 6.7
8.0 20.6
421-422
West St
15
43
CMP
0.024
13
N
4
4
0.4 6.7
10.7 12.6
423-424
West St
24
40
CMP
0.024
4
Y
1
83
0.4 7.3
242.4 24.6
425-426 (D)
Merrimon Av
48x48
43
RCBC
0.012
3
Y
1 2
87
0.4 7.3
254A 371.4
427-428 (D)
Merrimon Av
24
45
CMP
0.024
3
N
5
3
0.5 7.3
11.0 21.3
429-427
Village Park Dr
12x12
33
TR DRAIN
0.024
10
N
2
3
0.5 6.7
10.1 11.1
430-431
Yost St
18
37
CMP
0.024
4
Y
4
4
0.4 7.3
11.7 11.4
432-433
Yost S#
12
20
CMP
0.024
11
N
4,5
2
0.4 6.7
5.4 6.4
434-435
Yost St
10
25
WH
0.024
11
N
4
1
0.4 6.7
2.7 3.9
436-437
Yost St
12
30
WH
0.024
11
N
4,5
1
0.4 6.7
2.7 6.4'
438-439
Yost St
24
50
RCP
0.012
35
N
5
2
0.5 6.7
6.7 145.E
442-443
North St
18
23
RCP
0,012
5
N
2
1
0.5 6.7
3.4 25.5
443-444
West St
10
4
WH
0.024
5
N
4
1
0.5 6.7
3.4 2-7
444-445
West St
15
26
CMP
0.024
5
N
2
1
0.5 6.7
3.4 7.8
446-447
S. Main St
12
127
CPVC
0.024
11
N
1
1
0.5 6.7
3.4 6.4
448-449
Phipps St
24
16
CMP
0.024
3
N
2
2
0.4 6.7
5.4 21.3
450-449
Phipps St
24
51
CMP
0.024
6
N
2
1
0.4 6.7
2.7 30.1
451-449
Phipps St
8
37
TCP
0.015
7
N
4
2
0.4 6.7
5.4 2.8
452-453
Phipps St
8
20
CMP
0.024
9
N
4
1
0.4 6.7
2.7 2.0
454-455
Phipps St
12
20
CMP
0.024
9
N
4
1
0.4 65-7
2.7 5.8
456-457
Phipps St
15
25
CMP
0.024
5
N
2
3
0.4 6.7
8.0 7.8
457-458
Phipps St
15
198
CMP
0.024
6
N .
2
3
0.4 6.7
8.0 8.6
Page 5

Sheet2
}995 96 T<7WN
5T(OE DRAINAGE
UP.W #YER1IfLE ::
SYS,TMrIIV�fNTOR1 µ SCfli AREA 5
........:.'-•.,-•iYi.:W.:.. :. .-f.-...hy,- .w$h: .. vSS.�"�` C�
y Fi tea$ :< lbi � � m '
'G^:;;:+'c:3'.;.-G�t. Sha. ' '• •P<I�.-•.r:$;�u: 2r:'FSr.- - "::;fi.. :,�L`:. ":;Lr,.Y:E:>. ..?/ -, ^.':'G�n i
405-406
CMP
0.024
15
5.0
$ 300.00
407-408
CMP
0.024
15
7,8
$ 1,560.00
409-410
CMP
0.024
15
8.6
$ 900.00
411-412
CMP
0.024
24
24.6
$ 2,304.00
412-413
CMP
0.024
24
27.5
$ 4,128.00
413-414 (D)
$ -
415-416 (D)
$ -
417-418 _
CMP
0.024
54
239.8
$ 11,880.00
419-420
$ -
421-422
CMP
0.024
15
12.6
$ 2,580.00
423-424
$ -
425-426 (D)
$ -
427-428 (D)
CMP
0.024
24
21.3
D.O.T.
429-427
$ -
430-431
CMP
0.024
18
11.4
$ 2,664.00
432-433
CMP
0.024
15
' 11.6
$ 1,200.00
434-435
CMP
0.024
15
11.6
$ 1,500.00
436-437
CMP
0.024
15
11.6
$ 1.800.00
438-439
CMP
0.024
15
20.7
$ 3,000.00
442-443
$ -
443-444
CMP
0.024
15
7.8
$ 240.00
444-445
$ -
446-447
$ -
448-449
$ -
450-449
$ -
451-449
CMP
0.024
15
9.3
$ 2,220.00
452-453
CMP
0.024
15
10.5
$ 1,200.00
454-455
CMP
0.024
15
10.5
$ 1,200.00
456-457
$ -
457-458
$ -
Page 6

Sheet2
.. .... -45 m
ERVI L-.- Lffi�%-*Ii. I AID.
-,E
------
P. .qTPY -
01, . . PH -
wfi:xa� �-z ...... ..
MEN
z OR
IN
458-459
Reems Creek Rd
12
50
CMP
0.024
9
N
4
4
0.4
6.7
10.7
5.8
459-460
Reems Creek Rd
15
60
CMP
0,024
4
N
2
4
0.4
6.7
10.7
7.0
461-462
Phipps St
12
15
WH
0.024
9
N
4
2
0.4
6.7
5.4
5.8
463-464
Phipps St
12
15
WH
0.024
11
N
4
2
0.4-
6.7
5.4
6.4
465-466
Phipps St
12
24
WH
0.024
11
N
4
1
0.4
6.7
2.7
6.4
467-468
Hillside St
12
28
CPVC
0.024
12
N
4.5
1
0.5
6.7
3.4
6.7
--4-6 9-4-70
Hillside St
18
87
CMP
0,024
12
N
2
1
0.5
6.7
3.4
19.8
470-471 (D)
Hillside §t-
18
36
CMP
0.024
12
N
2
2
0.5
6.7
6.7
19,8
472-473
Hillside St
1-5
2-4
CMP
0.024
12
N
5
2
0.5
6.7
6.7
12.1
474-475 (D)
Hillside St
24
93
CMP
0.024
9
N
2
1
0.4
7.3
2.9
36.9
476-477(D)
Hillside St
24
66
CMP
0.024
8
N
2
2
0.4
7.3
5.8
34.8
478-477
Hillside St
24
12
CMP
0.024
5
N
2
2
0.4
7.3
5.8
27.5
477-479
Hillside St
24
-116
CMP
0.024
5
N
2
4
0.4
7.3
11.7
27.5
479-480 (D)
East St
24
40
CMP
0.024
3
N
2
5
0.4
7.3
14.6
21.3
480-481 (D)
Hillside St
9x6
33
RCBC
0.012
2
y
2
210
0.4
7.3
613.2
1409.3
482-483 (D)
East St
60
-53
CMP
0.024
3
y
2
195
0.4
7.3
669.4
246.0
484-485
East St
18
20
CMP
0.024
11
N
2
1
0.4
6.7
2.7
18.9
486-487
East St
15
20
CMP
0.024
11
N
4
1
0.4
6.7
2.7
11.6
488-489
East St
18
65
CMP
0.024
5
N
2
1
0.4
6.7
2.7
12.8
490-491 (D)
S. Main St
15
60
CMP
0.024
10
N
3
2
0.4
7.3
5.8
11.1
316-316A
Lakeshore Dr
36
240
BCMP
0.024
1
y
2
110
0.4
7.3
321.2
36.3
312-312A
Lake Louise Dr
18
70
CMP
1 0.012
5
N
2
2
0.4
6.7
5.4
25.5
312A-3123
Lake Louise Dr
18
115
CMP
0.012
5
N
2
2
0.4
6.7
5.4
25.5
312C-312B
Lake Louise Dr
36
230
BCMP
0.024
2
y
2
156
0.4
7.3
4555
51.4
31-26-312D
Lake Louise Dr
36
130
BCMP
0.024
1
y
2
158
0.4
7-3
461.4
36.3
Page 7

Sheet2
1-99�5,96 Tak1tN
s-�a�z� �s����c��s�s��nn
'4
C�� }hi�A1lERSl1L.LS.�
.
.�','r:Si".
��,� �
��t�►���ai��r-� sa x����.:t�. U t :
.�`�:�..,�., f �, �,� $ rE �� �,.�
. ,"..:`5:.:;[
::. <�M
ra:$' :'yo-v ' k
RtX
458-459
CMP
0.024
15
10.5
$ 3,000.00
459-460
$ -
461-462
CMP
0.024
15
10.5
$ 900.00
453-464
CMP
0.024
15
11.6
$ 900.00
465-466
CMP
0'.024
15
11.6
$ 1,440.00
467-468
CMP
0.024
15
12.1
$ 1,680.00
469-470
$ -
470-471 (D)
$ -
472-473
CMP
0.024
15
12.1
$ 1,440.00
474-475(D).
$ -
476-477(D)
$ -
478-477
$ -
477-479
$ -
479-480 (D)
'$ -
480-481 (D)
$ -
482-483(D)
$ -
484-485
$ -
486-487
CMP
0.024
15
11.6
$ 1,200.00
488-489
$ -
490-491(D)
MAINT
D.O.T.
316-316A
$ -
312-312A
$ -
312A-312B
$ -
312C-312B
$ -
312B-312D
$ -
TOTA!_
$ 96,224.00
Page 8

Sheet3
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,z
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WOW,
� .:.
.. -... _ .. _._ , .. -. _ .-.- ....:n:::.a.:..::::..v...:..f.........1.:.:., ..:....Y.......-:. .. r.o:. .:,N+-: - :,:: /,F I .:r r..':R%-•r..'-:fR};,.•:�,+.-F�-} �.
t:::>�::-;:=:Size.::�en' t�:.::-P �:.. :�:,<;< Slo e...:F�c�w'�-�=: '=i� .Net�ir..: :to:'� �.J->C��act�:=: ' �si�. '•if�<� :;�.
..>::. -'.............. ... .; ,..: ._::::: t-:.r. _::: .:.>.::-: :..:::.} ...,. t..:v:.. .v, .:t-}:.:-::t.::.:.v.v:: ..t,, .:::•........... .::::!joP::i.... '.tf'.' v:l
-:.;t O J-f �.. '. fF`. r:r ' .:1J::• ry :'J%? };r{. - . :`.
:1 iN 5 .Pbor:
550-551 Pine St 18 20 CMP 0.024 53 N..2.. 1 0.9 6.7 6.0 41-5
552-553 (P)l
Pine St
18
192
CMP
0.024
3
N
2
13
0.5
6.7
43.6
9.9
553-554
Pine St
18
60
RCP
0.012
3
Y
2
18
0.5
7.3
65.7
19.8
555-553
Pine St
15
100
CMP
0.024
5
N
3
3
0.4
6.7
8-0
7.8
557-558
Reeves St
18
35
CMP
0.024
4
N
2
3
0.5
6.7
10-1
11.4
559-557
Reeves St
is
40
CMP
0.024
3
N
2
3
0.5
6.7
10.1
6.1
560-561 (D)
Hamburg Mtn Rd
24
50
CMP
0.024
5
N
3
2
0.4
6.7
5.4
27-5
562-563
Reeves St
12
20
CMP
0.024
2
N
4
2
0.4
6-7
5.4
2.7
564-565
Reeves St
8
20
TCP
0.015
4
N
4
3
0.4
6.7
8.0
2.1
566-567
Pine St
24
20
CMP
0.024
3
Y
2
22
0.4
6.7
59.0
21-3
568-569
Pine St
36
64
RCP
0.012
3
Y
1
68
0.4
7.3
198.6
125.8
570-571
Spruce St
15
30
CMP
0.024
4
N
4
2
0.4
6.7
5.4
7.0
571-572
Spruce St
24
44
RCP
0.012
3
N
2
2
0.4
6.7
5.4
42.6
573-574
Spruce St
12
30
CMP
0.024
4
N
4
2
0.4
6.7
5.4
3.9
575-576
Spruce St
12
26
CMP
0.024
4
N
4
4
0.4
6.7
10.7
3.9
577-578
Pine St
15
20
CMP
0.024
18
N
2
1
0.4
6.7
2.7
14.9
579-580
Roberts St
15
30
CMP
0.024
4
N
3
1
0.5
6.7
3.4
7.0
581-582
Roberts St
12
36
CMP
0.024
2
N
4
3
0.5
6.7
10.1
2.7
583-584
Roberts St
15
30
CPVC
0.024
7
N
1
1
0.5
6.7
3.4
9.3
585-586
Roberts St
12
50
CMP
0.024
2
N
4
2
0.5
6.7
6.7
2.7
587-588
Roberts St
24
50
CMP
0.024
3
N
2
7
0.4
7.3
20.4
21.3
589-590
Hamburg Mtn Rd
10
30
TCP
0.015
9
N
4
2
0.5
6.7
6.7
5.7
591-592 (D)
Hamburg Mtn Rd
40
46
RCP
0.012
5
Y
2
3
0.5
7.3
11.0
215.2
593-591
Hamburg Mtn Rd
12
30
TCP
0.012
8
N
4
8
0-5
6.7
26.8
10.9
Page 1

Sheet3
STORM bRAII#G'SYS:TIEt4[NU1it'E'OCY
-: ......... v...._...':.;,,:.:;c::;as:=..wr.•r.a:'-::ru
- - --
=`R +:}hoc;=;'is: •:;,.yA,.vL?k,;Y`
+x'n_l^'C:�W+:.W��:r��YL{{'�}}..
_+j'G•C:tiFY'be
.:C,:f'.x:J-'-,
%F.' �}
3I.=.;R?r.:..�',t .?st
550-551.•:: -
<.-aw. r,+.<+x, ....:,,v..,:,:..-.to.rr..
.. M:v9r,,:�`::.,.,x}
i�e4 .:.�f.��'. ,:,o:E.: w .,.X'...�.,:�.ri:.3q
y:,•...i';: ,« c. ,.. VtM�tii.
.�' 4r .t 'T`i ' ivS�
,.�.,�[,' .. cc �. �:,. rv`'--g?c'sizzW"
EASi'``I'1REA%
-..cA......,'...,...-..r w,r .....rr.. ...... rti.n
MR
iO-_
`�iQM �IS�iC
$ -
552-553 (P)
CMP
0.024
36
62.9
PRIVATE
553-554
$ -
555-553
MAINT
$ 200.00
557-558
$ -
559-557
$ -
560-561 (D)
MAINT
D.O.T.
562-563
CMP
0.024
18
8.1
$ 1,440.00
564-565
CMP
0.024
18
11.4
$ 1,440.00
566-567
$ -
568-569
$ -
570-571
CMP
0.024
15
7.0
$ 1,800.00
571-572
$ - -
573-574
CMP
0.024
15
7.0
$ 1,800.00
575-576
CMP
0.024
18
11.4
$ 1,872.00
577-578
$ -
579-580
MAINT
$ 200.00
581-582
CMP
0.024-
24
17A
$ 3,456.00
583-584
$ -
585-586
CMP
0.024
18
8.1
$ 3,600.00
587-588
$ -
589-590
CMP
0.024
15
10.5
$ 1.800.00
591-592 (D)
$ -
593-591
CMP
0.024
24
34.8
$ 2,880.00
TOTAL
$ 20,488.00
Page 2

Sheet4
1fE1�VtLt� rv•a u;;.,...�>n;.;:;..
y:i�1'yl,
i'.h.:�:i':
;::.. .....................».».........f.;:{s:;:?:..,»......f,: k':Ca aCit :,;ri-.IY£ .:67:::5.{{i.°5�:::Ifl�t:'::> -ORM..D1'•iA1N�4GiB:SIfS'1'EM,INV�t1tTOl��'' 1+1iES'�'ARiwA
.�. n:.::::k`�rF........:.nn,.... :.2,.......:n�i=`i.Cn^.:: �i�-....,.-.; ...:.... ,..:.-».:.:n... :: ..n.:. .....«.. ::..:.r.
...::.,a........; n........:.- ....:,:.,.nnr..:....",.+., nverrni'rs..r-F.,•....v^.::':F:: .:-r: .,i: .» .n..�: :. .::: v:..: rt:..h ...:::�:.
-...: rv:.::,;;::-: CC•:i.-i.+l.0 _ ':x.. r:�_:. .:. •'i::`^,':::.v.Y:_ :. ,:.:..v. n:»f::':.Y.0 n.n,n.:. /+ e' 1 r/ ;sue:.: { - 3.:: ". v,.'/ Imo' //-: ./I
-: ,e, .;Kf`�:=:✓`:'4 .ate: / :/ :r ./.:
.:.r}-Y.rrr , i r !: i�"3Ci
f__ :r.:: ,G.::: r.: .,.n:r••-^;ri....�n,... .,, un. .. . ....:.... .:.: :91S.::n: r `.i';:>�,.'', ,�t.'sf :>tiw' mil.-/. 'r.: . qri l
,.�. ryrytt :.y•:. .:.�. /k�i S',, :QF`:��xFl•'
G" r Y f
C; r it
vir`_�:��� -1. r%#
�y .:.».: >..f::.':,>;::: •,Street,. �.SEzet::::�er� h .:t�� . fo r . �':
Y... : ..:...............:.... .,......-.-.. ... ::: :..::_,:s$:o` lf.;. r.....G+.,
...::::::: .....k:..: ?.5::?.: xn'.�::.' .•.�::.,: a-:;:n�::::��-::s: /; :rrr:'n �i.i6:rl.:'%v I /
,y J
{ - ♦1 .n� f ��� %!�O% � ,.r .: � % { �: : :f`-.;: is
.....a ..: �:..:: .............. .......::C.}:.:: �:v.:::p.:::::i.::::::::.:.:r:: .:.,. .. ::...... .,,a: s.r.:.. N•rrr... F.C::i'.'....?':::::?:�v.:v,`:: :'. .. ..a.
120-121 Moore St 15 25 CMP 0.024 2 N 1 1 0.4 6.7 2.7 5.0
125-126
Moore St
16
50
WH
0.024
2 N
5 3 0.4 6.7
8.0 5.9
127-128
N. College St
12
136
WH
0.024
7 N
4,5 1 0.5 6-7
3.4 5.1
129-130
N. College St
10
50
TCP
0.015
2 N
4 1 0.4 6.7
2.7 2.7
131-132
Church St Ext
10
40
WH
0.024
4 N
4 1 0.5 6.7
3.4 2.4
133-134
Church St Ext
15
10
CMP
0.024
4 N
5 1 0.4 6.7
2.7 7.0
135-136
Church St Ext
15
30
CMP
0.024
N
5 2 0.4 6.7
5.4 7.0
137-138
Church St Ext
15
30
CMP
0.024
N
5 2 0.4 6.7
5.4 3.5
139-140
Church St Ext
18
45
CMP
0.024
N
ri
2 1 0.4 6.7
2.7 12.8
141-142
Church St Ext
15
27
CMP
0.024
N
5 2 0.46.7
5.4 3.5
143-144
Church St Ext
15
25
CMP
0.024
N
5 2 0.4 6.7
5.4 3.5
145-146
Church St Ext
18
40
CMP
0.024
5 N
2 2 0.4 6.7
5.4 12.8
147-148
Church St Ext
15
50
CMP
0.024
3 N
2 2 0.4 6.7
5.4 6.1
149-150
Church St Ext
15
30
CMP
0.024
3 N
2 3 0.4 6.7
8.0 6.1
150-151
Church St Ext
18
40
CMP
0.024
3 N
2 2 0.4 6.7
5.4 9.9
152-153
Highland Dr
12
30
CMP
0.024
2 N
4 ' 3 0.4 6.7
8.0 2.7
154-155
Highland Dr
12
15
CMP
0.024
2 N
4 3 0.4 6.7
8.0 2.7
156-157
Salem Rd
15
40
CMP
0.024
2 N
5 2 0.4 6.7
5.4 5.0
158-159
Salem Rd
15
20
CMP
0.024
2 N
5 1 0.5 6.7
3.4 5.0
160-161
Salem Rd
15
15
CMP
0.024
2 N
5 1 0.5 6.7
3.4 5.0
162-163
Salem Rd
10
20
WH
0.024
1 N
4,5 2 0.4 '6.7
5.4 1.2
164-165
Salem Rd
12
36
CMP
0.024
3 N
4.5 2 0.4 6.7
5.4 3.3
166-167
Salem Rd
12
6
WH
0.024
4 N
4,5 2 0.4 6.7
5.4 3.9
168-169
Salem Rd
12
20
CMP
0.024
4 N
4,5 2 0.4 6.7
5.4 3.9
170-171
Salem Rd
10
21
CPVC
0.024
4 N
4,5 2 0.4 6.7
5.4 2.4
172-173
Ballard Rd
18
36
CMP
0.024
5 N
2 2 0.4 6.7
5.4 12.8
174-174 (P)
Ballard -Rd
6x2
PVC
0.012
1 N
4.5 6 0.4 6.7
16.1 1.2
175-176
Orchard PI
18
30
CMP
0.024
3 N
1 1 0.5 6.7
3.4 9.9
177-178
Orchard Pf
24
84
CMP
0.024
5 N
1 4 0.4 6.7
10.7 55.0
178-179
Orchard PI
24
1 286
1 CMP
0.024
5 N
1 6 0.4 6.7
16.1 27.5
Page 1

Sheet4
I OI MAiMV���
`�tRQI`Ai1AG 515TE€ I�ur�NTORrvsryt rf}ii4
. \....Y _ .. n •'+/}Ar m hw.+uY .mv.Y.4r+C:nw.l:JfgerrnvAv.. rL"F'F4fl+nvv9rrr.:h ��svrr
ti}.r xi::�i'4+..,'t."^.`,`L..`.,'r:'r ^i`.•'.i"`:>�;�'�°'r.'� ` ' ,"'d;£::L';r��. ,t" "'}' �: �y:� LY:
:•.2:: .%r;E.';;YtS'�.; S'S:tA.... ..�: '..c:-.."CF%2r.:i�r5. ;-ws.�y.• ::�;cc.,..,•.,4� OM.. :.
-::"\c'}`' i' ,.: S:w .n Ric:-5: :`uaf;3:):-& `9 .;rna.y -. �•w
=i�"a
y��•11 rr}I'I.TU�i r. M1S':{{`x� (�yy�Ci ¢ v�M1 ::}•.i L•: � 7i x'`v 'T
-:5;.{!4 �%'
:.-.-
R.;$f` ::.f7�1'C�I<G W
x�:i+l'`VI `-:}<:i4rr��..-.•<'+...
120-121N $ -
125-126
CMP
0.024
18
8.1
$ 3,600.00
127-128
CMP
0.024
15
9.3
$ 8,160.00
129-130
CMP
0.024
15
5.0
$ -3,000.00
131-132
CMP
0,024
15
7.0
$ 2,400.00
133-134
CMP
0.024
15
7.0
$ 600.00
135-136
CMP
0.024
15
7.0
$ 1,800.00
137-138
CMP
0.024
18
5.7
$ 2,160.00
139-140
$ -
141-142
CMP
0.024
18
5.7
$ 1,944.00
143-144
CMP
0.024
18
5.7
$ 1,800.00
145-146
$ -
147-148
$ -
149-150
$ -
150-151
$ -
152-153
CMP
0.024
18
8.1
$ 2,160.00
154-155
CMP
0.024
18
8.1
$ 1,080.00
156-157
CMP
0.024
18
8.1
$ 2,880.00
158-159
CMP
0.024
15
5.0
$ 1,200.00
160-161
"CMP
0.024
15
5.0
$ 900.00
162-163
CMP
0.024
18
5.7
$ 1,440.00
164-165
CMP
0.024
15
6.1
F $ 2,160.00
166-167
CMP
. 0.024
15
7.0
$ 360.00
168-169
CMP
0.024
15
7.0
$ 1,200.00
170-171
CMP
0.024
15
7.0
$ 1.260.00
172-173
$ -
174-174 (P)
CMP
0.024
30
22.3
PRIVATE
175-176
$ -
177-178
$ -
178-179
1
1
1
$ -
Page 2

Sheet4
:::.....::., v x} Y..: . l.. f x ..:.. {j
v ,.:..,.:::.,:.... , .::........... e
.: .: ....x:"ta... .. .. 'iv: �:+::'.5 ;:;..:;::: ::Sf.:': ::}:;�' ': i} �Lt i..1=�7, _ _ - .0 �i� _ M. T�!\\J ... ... it . �1L E:::.n , L.:: ?::� :L.::<x:,,:.:... ,�.... .. ... ... f.,, a 34 .:F�.. ..R Sfti[�4..ER E, ..> ..:..,.:............v. r�.
.,:;•.,-.:::' �: ,:.v:.vi::.:.-,.. -':: .. .5 .:...:x.x.. ...- ..:..::.,.. �:.:, .,..: ... .. :::i::- :>Y{: 1.
- .. .. :. .. - - ' - .:.- : .:. .:.: ^:...:..Yi: vY+•i':.:: {. r:.•.:3::1-:::.� '�:�:^:33.--.......::.....v,{.......:..,....: Y: {.::;;:'Y:'Y:"v3:..J. _:,:
R :.: G#=•::SYS:T�IYr::EN.V.�K'�t�RY';::.W. ESQ A�tE�#�.>«::>-«>��.:: , :.:<:.::.:>�:::...ry.:...::..::.::.v...:::..:<.: Pi �� ;act t� i71't£ � C'7 $ � � 1... 5'i°Q . 1i4 D4�A.lIat�4 ... : ..._...................................:.................................�.........., .....:.............. 1....r................ A�..
:r ryi:': ?
� /`- i/ , ...c
n.'
� �-,r�; ; ,.
v'
..:..... .... i .......t :: - ........: Mannin Pi :. ar.:S...h...:-
......:............. ... .. .. _.. .... ....:.: .. "r :fir.
..........., ................. ... .........:. r..... ... ...... _ ....-. .... ,:...- ,. ...:.. .... .. -. . ...-- ,. .... ... ... v. .. ...... .... ... - ?ryl.�r:{. F - ?ry:S 1. r:.
/.
t<Iv Eit1 6 � .�lV
4Narne ...< .,. I c: 1 r:
179-180
Orchard PI
24
8
CMP
0.024
2
N
1
8
0.4 6.7 21... 17.4
181-182
Orchard PI
18
20
CMP
0.024
2
N
1
2
0A 6.7 5.4 8.1
183-184
Orchard PI
18
20
CMP
0.024
3
N
1
2
0.4 6.7 5.4 9.9
185-186
Orchard PI
18
20
CMP
0.024
5
N
1
1
0.5 6.7 3.4 12.8
187-188
Orchard PI
18
20
CMP
0.024
8
N
1
1
0.5 6.7 3.4 16.1
189-190
Salem Acres Rd
15
12
CMP
0.024
5
N
4
1
0.4 6.7 2.7 7.8
191-192
Salem Acres Rd
18
45
CMP
0.024
.4
N
2
2
0.4 6.7 5.4 11.4
193-194
Salem Acres Rd
18
30
CMP
0.024
4
N
2
2
0.4 6.7 5.4 11.4
195-196
Salem Acres Rd
12
100
CMP
0.024
4
N
4
2
0.4 6.7 5.4 3.9
197-198
Salem Acres Rd
15
78
CMP
0.024
2
N
2
3
0.4 6.7 8.0 5.0
198-199
Salem Acres Rd
18
160
CMP
0.024
2
N
2
4
0.4 6.7 10.7 8.1
200-201
Salem Acres Rd
18
25
CMP
0.024
4
N
2
1
0.5 6.7 3.4 11.4
202-203
Salem Acres Rd
15
30
CMP
0.024
4
N
5
2
0.4 1 6.7 5.4 7.0
204-205
Salem Acres Rd
18
25
CMP
0.024
2
N
2
3
0.4 6.7 8.0 8.1
206-207
Salem Acres Rd
18
20
CMP
0,024
2
N
2
3
0.4 6.7 8.0 8.1
208-209 (P)
Salem Acres Rd
36
38
CMP
0.024
2
Y
2
10
0.4 6.7 26.8 51.4
209-210 (P)
Salem Acres Rd
24
271
CMP
0.024
5
Y
2
10
0.4 6.7 26.8 27.5
210-211
Salem Acres Rd
18
72
CMP
0,024
5
Y
2
12
0.4 6.7 32.2 12.8
212-197
Salem Acres Rd
15
100
CMP
0.024
5
N
2
3
0.4 6.7 8.0 7.8
213-214
Highland Dr
12
40
CMP
0.024
5
N
4
2
0.4 6.7 5.4 4.3
215-216
Highland Dr
12
20
CMP
0.024
4
N
4
2
0.4 6.7 5.4 3.9
217-218
Highland Dr
15
20
CMP
0.024
4
N
1
2
0.4 6.7 S. 7.0
219-220
Highland Dr
15
40
CMP
0.024
2
N
5
2
0.4 6.7 5.4 5.0
221-222
Highland Dr
15
20
CMP
0.024
2
N
5
1
0.4 6.7 2.7 5.0
223-224
Highland Dr
12
20
CMP
0.024
4
N
4
1
0.4 6.7 2.7 3.9
225-226
Highland Dr
18
20
CPVC
0,024
4
N
5
3
0.4 1 6.7 8.0 11.4
226-227
Highland Dr
18
73
CMP
0.024
7
N
5
3
0.4 6.7 8.0 15.1
228-229
Highland Dr
36
40
CMP
0.024
5
N
2
55
0.4 7.3 160.6 81.2
230-231
Lakeshore Dr
10
20
TCP
0,015
5
N
4
2
0.4 6.7 5.4 4.3
232-232
Lakeshore Dr
18
CMP
0.024
N
3
2
0.4 6.7 5.4 0.0
Page 3

Sheet4
:'n�99v['4fa TOjWNM��W�AVERVIILE
,iit K}.1'iNAGE SY"STEAtE
ri q: =:::' :C`S.:{{_ri.A xaY ''�
}:>�'''r:.
-.
v'vS�x
{y
:'r1-~�r..?:'a} ...�{v �J.:}F`��y�::3:Y2:�SI.:tir��J�LA�Vh��.
.H
::M1�SI.x y�vv,
h 4�Q "
II:y Y,Li\���iQ�}i{..�
. : xri:}'..�$iiiv'ritin �=f>+-s •.
:h•:: : L::s2 -g- i
'v=.
RIX6:v.
S vti{: i%nii.'-v -
''X•::��' }{s
.xiv vx.•i'�i'{'^
.v.Y..
v-A+% �.y.'
iia.>,: :..[{:""v: .-:n'
)
iYVv. v:4:r4sY.•.ti
xy{�j.�
.j...r i:Y4 i�'
.
✓7
• �- J
179-180
$ -
181-182
$ -
183-184
$ -
185-186
$ -
187-188
$ -
189-190
CMP
0.024
15
7.8
$ 720.00
191-192
$ -
193-194
$ -
195-196
CMP
0.024
15
7.0
$ 6,000.00
197-198
$ -
198-199
$ -
200-201
$ -
202-203
CMP
0.024
15
7.0
$ 1,800.00
204-205
$ -
206-207
$ -
208-209 (P)
$ -
209-210 (P)
$ -
210-211
$ -
212-197
$ -
213-214
CMP
0.024
15
7.8
$ 2,400.00
215-216
CMP
0.024
15
7.0
$ 1,200.00
217-218
$ -
219-220
CMP
0.024
18
8.1
$ 2,880.00
221-222
CMP
0.024
15
5.0
$ 1,200.00
223-224
CMP
0.024
15
7.0
$ 1,200.00
225-226
CMP
0.024
18
11.4
$ 1,440.00
226-227
CMP
0.024
15
9.3
$ 4,380.00
228-229
$ -
230-231
CMP
0.024
15
7.8
$ 1,200.00
232-232
MAINT
$ 200.00
Page 4

Sheet4
'h![ ....E ..
......................:."....:r•..v:+:ir...."....: .. a:{;.,..vfr+.,
-'- ... ......::... .:...-.::.:. .. - . - _ ..
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., ......... ......... ..
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........ ........ �� --'-- - . ..,:%:.. <......: ..... :.a %,,.....o-x..
...........-_.-.:..,v .. :?r.- r ....."t.,:_%...c.. "...:..
::.}-':::"::.::.....:..... :.:::::.<....>"::>::: �{ .:<::.:..+.. r::...
:...-r. ....... ...........a......-. .,........::... r..
P E � � Stceel's:�:;#:::
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r
....:.............r. ".....-::....--� -.,.:..-.... .."...:."..---.-..:..".. ::.. ..
..:.:.: .... --.
.--.,:..,...-.....-.+n-.e",-..- :.:s:. ..v. m,t4:::.:...t :^: .:..- •TrN.: %'Y--"7%�`
;ir;... - .. . -•. � ' '�:n_'-v.::::.:.-.'::::?.::?:::::..:'.:ki:: }i:.:Pir%•
....:...::....,......:.::::..:..
_.:>:.r.::•-::-..:.".,.:"-..:..:..,.,:.. :::v:�l:'.I•....,.r9::.,+. v::.. i.': �`•� -�: y:.pii:
:>3:<::�ii:•• +:to;i
....:..v:;•: .. .....: v.::::a; r: n:, ...:h:.:: •'::. :: r:r/: :::L.:-
.. _r. -.. ss _..,.. t .t.-. .:.. >4.:...::. :.:.....:........,:..�: »:::.:. F,�:.�
...:.:. ... ..,.. .... .. r.... :.::: •�:::.."....... :
.. ....:........::..:.:: .... ...r. r...."ar.-..r.".. r.:.......................... ...". .. ............. ..".....
nEn .Pt or.�
_.: Fe::. �:.....tom;:.::: .:1�.. n.:F�ii : :.#�
...t.. r, r"..:--. ........-.... :.: v:t:....... ...
: S►ze . ;liw'ett h ::1�E e:::i � ;Sl.a : r=1nw7<>���
.:.: :.-....... �.. .: .....:.gin; ...:- .-.
t... n::: ..tom-: e <:
- ...":::.... :?.+
.}..:: �'`.'= ':::':'':: t.ir.:�r::; :;}.�::::i: A -
yr fr r r'/r .�/':. ?.'$!%1Jt4+'.
r :! •rr
ltr.....
. r". rr.:.
;�R
.r::ia:..........':r--...
.�2atin } n �:
.9::. <:•.{d
:f.e-'ri r�•iL'F': ":R:yn: •%t-rJ./: yr:::I l! `/.::R:?:' :iiy
- :� : ii;'� � ;het- � C
�'� . Newr:. .r
....,.-. �.:.:.... ....:.:-::a... ... - .»-::. -... .. F-... ..-... ..n- ....:... .--.. .:_ e.....,
233-234
Cenlral Av Ext
18
6D
CMP
0.024
10
N
2
1
0.5
6.7
3.4 18.0
235-236
Central Av Ext
18
50
CMP
0.024
10
N
2
1
0.5
6.7
3.4 18.0
237-238
Central Ave Ext '
10
20
CMP
0.024
12
N
4
1
0.5
6.7
3.4 4.1
239-240
Central Av
24
45
RCP
0.012
5
N
2
6
0.4
6.7
16.1 55.0
241-242
N. College St
15
40
CMP
0.024
3
N
4
2
0.5
6.7
6.7 6.1
243-244
N. College St
10
14
CMP
0.024
10
N
4
1
0.5
6.7
3.4 3.8
245-246
Ridgewood Av
12
25
CMP
0.024
12
N
4
1
0.4
6.7
2.7 6.7
247-248
Ridgewood Av
15
50
WH
0.024
10
N
4
2
0.4
6.7
5.4 11.1
249-250 (P)
Ridgewood Av
15
138
WH
0.024
5
N
5
4
0.4
6.7
10.7 7.8
250-251
Ridgewood Av
18
45
CMP
0.024
3
N
5
6
i 0.4
7.3
17.5 9.9
252-253
Park Or
15
40
CMP
0.024
5
N
2
1
0.5
6.7
3.4 7-8
254-255
Oakwood Dr
15
50
CMP
0.024
1
N
2
3
0.4
6.7
8.0 107.2
256-257
Oakwood Or
15
6
WH
0.024
2
N
5
2
0.4
6.7
5.4 5-0
258-259
Oakwood Or
10
28
WH
0.024
2
N
4
1
0.4
6.7
2.7 5.0
260-261
Oakwood Or
10
10
WH
0,024
5
N
4
1
0.4
6.7
2.7 2.7
700-701
Kyfields
15.
20
CMP
0.024
1
N
2
2
0.4
6.7
5.4 3.5
701-702
Kyfields
15
18
CMP
0.024
1
N
2
2
0.4
6.7
5A 3-5
703-704
Kyfields
15
20
CMP
0.024
1
N
2
2
0A
6.7
5.4 3.5
704-705
Kyfields
15
20
CMP
0.024
4
N
2
2
0.4
6.7
5.4 7.0
706-707
Kyfields
15
30
CMP
0.024
3
N
2
4
0.4
6.7
10.7 6.1
708-709
Kyfields
15
35
CMP
0.024
5
N
2
2
0.4
6.7
5.4 7.8
710-711
Kyfields
12
35
CMP
0.024
4
N
2
2
0-4
6.7
5.4 3.9
712-713
Kyfields
12
62
CMP
0.024
12
N
1
3
0.4
6.7
8.0 6.7
714-713
Kyfields
24
103
CMP
0.024
3
Y
1
7
0.4
6.7
18.8 21.3
715-716
Kyfields
12
80
CMP
0.024
6
N
1
2
0.4
6.7
5.4 4.7
717-718
Kyfields
36
40
CMP
0.024
2
Y
1
4
0.4
6,7
10.7 51.4
718-719
Kyfields
36
35
CMP
0.024
3
Y
1
5
0.4
6.7
13-4 62.9
720-721
Salem Rd
15
15
CMP
0.024
3
N
3
2
0.4
6.7
5.4 6.1
722-723
Salem Rd
15
15
WH
0.024
1
N
5
2
0.4
6.7
5.4 3.5
Page 5

Sheet4
`.^.,`,i✓'.tYy;:.
+�3.. ......... <Y'J"+�t�l V i�L", ,:5." r„fnc: '. yr : r :, t �.,,^+.jr '1- tc :t....
- v:>5��•'
.•-......... mr::G-:nr.:..v.W...v:.:o:4i.'a�3;fyy}::v+.: mv::/r.n4rnv. -.r. .n.n. .x nv..v nn .rr..:u.:•:v::-:{-ii:u
- - �i2-:SY :^+ +:i> rC:^.L`.'k-`r'.• `Y+-l: tir k�:3:�ifryf)l!YYS./.5j:4:
'j%`� xc'a':i.. .k' tii+:+.x: "}?C:+• -.... '°`rn::,..:L�.,.. .?i n+Z..tr3. Wit`{�in$yj,+q?x.
t.}}siYnr
��••..... ..�....: ^'^iA;S::.:3 hY�-�+ ti �'�: V,YfJ.4�r v)
-
<:,
Nurnbe.:., r14Tifei„OF a#ar
233-234
$ -
235-236
$ -
237-238
CMP
0.024
15
12.1
$ 1,200.00
239-240
$ -
241-242
CMP
0.024
18
9.9
$ 2,880.00
243-244
CMP
0.024
15
11.1
$ 840.00
245-246
CMP
0.024
15
12.1
$ 1,500.00
247-248
CMP
0.024
15
11.1
$ 3,000.00
249-250 (P)
CMP
0.024
18
12.8
PRIVATE
250-251
CMP
0.024
24
21.3
$ 4,320.00
252-253
$ -
254-255
$ -
256-257
CMP
0.024
18
8.1
$ 432.00
258-259
CMP
0.024
15
5.0
$ 1.680.00
260-261
CMP
0.024
15
7.8
$ 600.00
700-701
$ -
701-702
$ -
703-704
$ -
704-705
$ -
706-707
$ -
708-709
$
710-711
$ -
712-713
$ -
714-713
$ -
715-716
$ -
717-718
$ -
718-719
$ -
720-721
MAINT
$ 200.00
722-723
CMP
0.024
18
5.7
$ 1,080.00
TOTAL
$ 82,456.00
Page 6

Sheet5
U LS
IN."'' TTJORY---.�D IMN:AR ..... ........
"N -0ryry
. ..........
K
NPF;
6b 6-601 Moore St 15 70 CMP 0.024 4 N 2 3 0.4 6.7 8.0 7.0
601-602
Moore §-t
15
40
CMP
0.024
2
N
2
3
0.4 6.7
8.0
.5.0
603-604
Reagan St
15
15
CMP
0.024
3
N
1
1
0.4 6.7
2.7
6-1
--60-5-606
Moore St
12
42
RCP-CMP
0.024
5
N
4
1
0.4 6.7
2.7
4.3
607-608
Church St
15
63
RCP
8
N
2
1
0.4 6.7
2.7
19.8
609-610
Alabama Av
15
32
CMP
.0.012
0.024
2
N
2
1
0.9 1 6.7
6.0
259.1
610-608
Alabama Av
15
156
CMP
0.024
5
N
2
1
0.9 6.7
6.0
409.7
608-611
Dendy Dr
93
N
3
2
0.9 6.7
12.1
611-612
Dendy Dr
15
220
CMP
0.024
5
N
3
3
0-9 6.7
15.1
7.8
612-613
Dendy Dr
15
30
CMP
0.024
2
N
2
6
0.5 6,7
201
5.0
614-615 (D)
N. Main St
15
135
CMP
0.024
7
N
2
6
1.3
39.4
9.3
616-617
Florida Av--
1-8
20
CMP
0.024
4
N
2
2
-0.9
0.4 6.7
5.4
11.4
618-619
Florida Av
8
105
TCP
0.015
5
N
4
2
0.4 6:7
5.4
2.3
620
Florida Av
8
10
TCP
0.015
1
N
4
1
0.9 6.7
1 6.0
1.0
626-623
Merchants Alley
8
70
TCP
0.015
3
N
4
1
0.9 6.7
6.0
1.8
622-623
Merchants Alley
8
30
TCP
0.01-5
3
N
2
0.9 6.7
12.1
1.8
623-624
Merchants Alley
15
40
CMP
0.024
3
N
-4
4
1
0-9 6.7
6.0
6.1
624-625
Merchants Alley
18
7
CMP
0.024
3
N
2
2
0.9 6.7
12.1
9.9
625-627
Merrimon Av
18
177
RCP
0.012
8
N
2
4
0.9 6.7
24.1
32.3
627-628
Merrimon Av
18
253
RCP
0.012
8
N
2
6
i 0.9 7.3
39-4
32.3
628-632
Merrimon Av
18
109
RCP
8
N
2
16
0.5 7.3
58.4
32.3
629-630
Merrimon Av
18
1 88
RCP
..0.012
0.012
8
N
2
20
0.5 6.7
67.0
32.3
630-631
Merrimon Av
18
175
RCP
0.012
8
N
2
21
0.5 6,7
70.4
32.3
632-629
Merrimon Av
18
193
RCP
0.012
8
N
2
18
0.5 6.7
60.3
32.3
633-631 (D)
Merrimon Av
24
60
RCP
0.012
10
N
2
3
0.4 6.7
8.0
77.8
631-634
Merrimon Av
30
70
CMP
0.024
10
N
2
22
0.4 6.7
59.0
70.6
635-636 (D)
Merrimon Av
18
108
CMP
0-024
6
N
1
1
1 0.5 6.7
3.4
14.0
637-636
Brown St
15
86
WH-CMP
0.024
7
N
2
4
0.4 6.7
10,7
9.3
636-638
Brown St
42
48
RCP
0.012
4
Y
1
64
0.4 7.3
186.9
2192
633-640
Oak St
12
_20_
CMP
0.024
10
N
4
1
0.5 7.3
3.7
6.1
Page 1

TUWN O z 1RSfl A�tEC31l[Ll}
y �'R•w w�+�{
INY{{��k{{,icy
n.vn ., .... ...... ...hw.:.,,..cra;,...::.. •;: rsn3.,c.ac,awca.s::,:.:sva.Aux,:.wav:.w..,,.w...scoxaw-...,.0 .,wccT.'.+�,wuar2C> +.,.,..n
'....rn?%-`".'J..`';`+''`;;,'.:j4-�+,
- .?..•":.:ci,`',.c::s.,,v.}+1- 'arc "'-
s
P
+,i�. ii:': - „woa�{:c+ :`xi.: #vr -.,<. <..rf,k,. .:�"-v::;l. • .k:..
-: ^S,_ •k: �:e1:.: i: wix.,;+wv.+.x :N'%:W�- .4wi(v,..... 'v�k:.Y wQ `W.`{wi 'li,S�.�, iii.:.�'+.H,n+w?+�
600-601 $ -
601-602
$ -
603-604
$ -
605-606
CMP
0.024
15
7.8
$ 2,520.00
607-608
$ -
609-610
$ -
610-608
$ -
608-611
MA1NT
$ 200.00
611-612
MA1NT
$ 200.00
612-613
$ -
614-615 (D)
$ -
616-617
$ -
618-619
CMP
0.024
15
7.8
$ 6,300,00
620-621
CMP
0.024
18
5.7
$ 720.00
626-623
CMP
0.024
15
6.1
$ 4,200.00
622-623
CMP
0.024
24
21.3
$ 2,880.00
623-624
CMP
0.024
15
6.1
$ 2,400.00
624-625
$ -
625-627
$ -
627-628
$ -
628-632
$ -
629-630
$ -
630-631
$ -
632-629
$ -
633-631 (D)
$ -
631-634
$ -
635-636 (D)
$ -
637-636
$ -
636-638
$ -
639-640
CMP
0.024
15
11.1
$ 1,200.00
Sheet5
Page 2

Sheet5
'EA.:G..,',dr::
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... ....... .... ....... ......., ....... ....... ::+5:•......
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...-.-:n�:::.:. ...w........ .... . .v :- ::.:.. ...
.... _.... .... ........ ..._:: ..... ::,. :^ .. ..
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:rr'..::;:.,::
it.::::...:n..,:,-,i.::..,.:.:::::JJ::::::::::..:.:.r..r..r.,,:..::.:..r.,.:.::::.....,.:......
... .,. .- .. ., r....::�n..i., .::... ..
........:..., .,.,...:.::...�.. �., c.... ..:.-::., ....:.,-.:.
: ,.::,-::..:::-::......:.,.:.,..........:-..
;. ., .. ..... ..: ai,t-}.:
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.... .n:}:..: .:::
:::5€ze <4.en vPi e:�-N
.. .k......n. .:.:.. :... .. ...... ... y`. .:{.
..a v...... ..v.n -.., .,: .fir..
.�n. ..:.;>;:;.:. 952:3 �t11 XLS ::
.,:.....::......:. .............. ...::�{i..r.�,.....
..Strsa� n.-�--- :7`'
.....::. rvr.. .:..: - :ham;" �?rrS 'rys.,-,a.�#tf:-c
.- :.; -
anal s F''i "e - 'Qf..� ti .R. at# ��au��
..: ...::.J:•:�J: t.*+h 4::m .J..
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i:6:.:r - `:,}, f
:,+a.->- - .^.-�.t:2. rf'`:... i::;t:.::�r
1'i� {}� : �l:�Xf:b{bic:::an,�:er�. ,..y .5`-<t$t.a}{::•-
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1. :♦ ,.Jl,.: •:.,.:' ..n's'
i-�� ri.:. ram. n%/.l ./r.;rf/ r.: r
is •, -
•! . il�:a � � <�r �-1:...i"
,v%':: .G .J tl1.7:-'v:;.: �: �-r,./J,Ip.F
;:� ib :.�� ��� :�:::� � .,...
,flr..v.U/.•" .Iv::+i.:t f. '/+1"�rn. =3ry "4..: in.
.f,: '.- l'i' `per:rn- �r1.-:•: ^.<r .r. -a�'
641-638
Brown St
18
20
CMP
0.024
40
N
1
1
0.5
7.3
3.7 36.1
642-643
Alabama AV
15
150
TCP-CMP
0.024
3
N
2
5
0.5
6.7
16.8 6.1
645-646
Central AV
15
32
TCP
0.015
2
N
4
2
0.5
7.3
7.3 7.9
644-645
Central AV
15
195
TCP
0.015
3
N
4
1
0.9
6.7
6.0 9.7
646-647
Central AV
18
45
CMP
0.024
46
N
2
1
0.9
6.7
6.0 38.7
647-648
Central AV
36
80
RCP-CMP
0.024
3
N
2
25
0.5
6.7
83.8 62.9
649-648
Central AV
18
40
CMP
0.024
43
N
2
1
0.9
6.7
6.0 37.4
650-651
N. Main St
12
165
CMP
0.024
6
N
2
3
0.9
6.7
18.1 4.7
651-652
N- Main St
12
150
CMP
0.024
45
N
2
1
0.9
6.7
6.0 13.0
653-654
N. Main St
12
50
CMP
0.024
45
N
2
1
0.9
6.7
6.0 13.0
655- 556
N. Main St
15
20
CMP
0.024
35
N
2
1
0.9
6.7
6.0 20.7
657-658
N. Main St
15
20
CMP
0.024
35
N
2
1
0.9
7.3
6.6 20.7
659-660 (D)
N. Main St
38
1
N
2
2
0.9
6.7
12.1
660-661 (D)
N. Main St
36x36
100
RCBC
0.012
1
N
2
3
0.9
6.7
18.1 109.6
662-659
N. Main St
15
138
CMP
0.024
2
N
2
1
0.9
6.7
6.0 5.0
663-664
Brown St
12
CMP
0.024
4
N
4.5
1
6.7
6.0 3.9
665-666
Brown St
15
20
CMP
0,024
3
N
5
2
6.7
6.7 6.1
667-666
Park AV
12
25
TCP
0.015
5
N
5
1
Mo.
6.7
3.4 6.9
666-668
Brown St
15
54
TCP
0.015
5
N
5
3
6.7
10.1 12.5
669-670
Park AV
15
45
CMP
0.024
8
N
2
2
6.7
12.1 9.9
670-671 (D)
Bast St
36
32
RCP
0.012
2
Y
2
82
0.4
6.7
219.8 102.7
671-672 (D)
East St.
60
42
CMP
0.024
2
Y
2
148
0.4
6.7
396.6 200.9
673-674 (D)
East St
42
24
CMP
0.024
2
N
2
5
0.4
6.7
13A 77.5
Page 3

'1995.9& TOWN MF MMERV1L1.E
STO1'M D JEV�AG1a SYSTEM EN IJwt�€TOR1� E OW1tiTOW1V REJ :r
•._--.. ...Y..v... .... ...n...............•. ......Y.v,:.}w.:eiG:::iX+'n"v:4:i.:.\.x•.v.Wv.:v5.v1eW.+:u:�4.s:+:+:OG-vrV0.1.:SC•iiG?sxriv:: n:.
- - `-4i�:`::. :: A.$;:��2`2;j •,2»}.#u ..Y.. ;,jcY;..: rn+,:-:.:d �fyy.,���?
'i''.:J`;e: �': ' •},ic sY rry. ,.+F .:{r3emseas ..�.� ?�: +�..F .i'i�v ::a:. ,,.,..G..: •ri.,,, �fy .
.. \..ti.'V::.
Y'hY'.'$2-
641-638
$ -
642-643
$ -
645-646
CMP
0.024
18
8.1
$ 2,304.00
644-645
CM_ P
0.024
15
6.1
$11,700,00
646-647
$ -
647-648
$ -
649-648
$ -
650-651
$ -
651-652
$ -
653-654
$ -
655-656
$ -
657-658
$ -
659-660 (D)
$ -
660-661 (D
$ -
662-659
$ -
663-664
CMP
0.024
15
7.0
$ -
665-666
CMP
0.024
18
9.9
$ 1.440.00
667-666
CMP
0.024
15
7.8
$ 1,500.00
666-668
CMP
0.024
18
12.8
$ 3.888.00
669-670 .
$' -
670-671 (D)
$ -
671-672 (D)
$ -
673-674 (D)
$ -
TOTAL
$ 41,452.00
Sheet5
Page 4

Sheets
•, .:. ..,: r: � max.::?..
�1►.:...:::;;::::.;:-}fr.:?s:.v:-":..?.:sv.:.�,r:..:::s::.%i?'a:3
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ice: �:9
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::N' a 1N F< Matt 1>tar
800-801 Hilicrest Dr 15 53 CMP 0.024 6 N 2 2 D.4 6-7 5.4 8.6
802-802
Hillcrest Dr
18
CMP
0.024
N
2
10
0.4
6.7
26-8
803-803
Hillcrest Dr
18
CMP
0,024
N
2
2
0.4
6.7
5.4
804-805
Preston Ct
18
70
CMP
0.024
8
N
2
1
0.4
6-7
2.7
16.1
800-807
Hillcrest Dr
12
120
CMP
0.024
13
Y
2
3
0.4
6.7
8.0
7.0
807-808
Valley Dr
12
73
CMP
0.024
18
Y
2
4
0.4
6.7
10.7
8.2
808-809
Valley Dr
12
190
CMP
0.024
18
Y
2
4
0.4
6.7
10.7
8.2
809-810
Valley Dr
12
95
CMP
0.024
22
Y
2
5
0.4
6.7
13.4
9.1
811-812
Valley Dr
15
30
CMP
0.024
6
N
2
1
0.4
6.7
2.7
8.6
812-813
Valley Dr
15
40
CMP
0.024
7
N
2
1
1 0.4
6.7
2.7
9.3
814-815
Valley Dr
15
30
CMP
0.024
7
N
2
2
0.4
6.7
5.4
9.3
816-817
Valley Dr
18
80
CMP
0.024
16
Y
2
5
0.4
6.7
13.4
22.5
818-819
Valley Dr
15
30
CMP
0.024
8
N
2
2
0.4
6.7
5.4
9.9
820-821
Valley Dr
15
20
CMP
0.024
7
N
2
2
0.4
6.7
5.4
9.3
822-823
Valley Dr
18
85
CPVC
0.024
22
N
3
2
0.4
6.7
5.4
26.8
824-824
Valley Dr
15
CMP
0.024
7
N
3
2
0-4
6.7
5.4
9.3
825-826
Meadowbrook Dr
15
65
CMP
0.024
8
N
2
2
0.4
6.7
5.4
9.9
826-827.
Meadowbrook Dr
18
100
CMP
0.024
20
N
2
3
0.4
6.7
8.0
25.5
828-828
Valley Dr
15
CMP
0.024
8
N
3
2
0.4
6.7
5-4
9.9
829-830
Hilicrest Dr
15
80
CMP
0.024
16
N
2
3
0.4
6.7
8.0
14.0
831-832
Hillcrest Dr
12
100
CMP
0.024
10
N
2
1
0.4
6.7
2.7
6.1
832-833
Hillcrest Dr
12
75
CMP
0.024
17
N
2
1
0.4
6.7
2.7
8.0
834-835
High Bluff Dr
15
54
CMP
0.024
13
N
3
4
0-4
6-7
10.7
12.6
836-837
High Bluff Dr
15
20
CMP
0.024
7
N
2
2
0-4
6.7
5.4
9.3
838-839
High Bluff Dr
15
55
CMP
0.024
14
N
2
1
0.4
6.7
2.7
13.1
840-841
High Bluff Dr
15
40
CMP
0,024
13
N
2
3
0.4
6.7
8.0
12.6
841-841(P)
High Sluff Dr
18
CPVC
0.024
15
N
3
3
0-4
6-7
8.0
22.1
842-843
Hi h B1uff Dr
15
20
CMP
0.024
20
N
3
1
0-4
6.7
2.7
15.7
844-845
High Bluff Dr
15
18
CMP
0.024
20
N
3
1
0.4
6-7
2.7
15.7
846-847
High Bluff Dr
15
25
CMP
0.024
12
N
3
1
0.4
6.7
2.7
12.1
Page 1

Sheet6
199'S 96 -Ov 4 IVEAVERVILt., " }
CXRMNDRFU AGEk51!S7E ft t I NTbR1 F tt L O E AREX
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"::iC'�' v.Y.iiikYw. v -x ...'!x :-E�":�..t.o..: .:;.,*,:�, r.'L:.Y'- "•3- ''
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- ','.:t��` :YX2`V-_-.':a ^z.::'.�. •K� ;f .�r. i?�%;: 'r� .;��_L.�.:µV� a.� .i
800-801 $ -
802-802
MAINT
$ 200.00
803-803
MAINT
$ 200.00
'804-805
$ -
806-807
$ -
807-808
$ -
808-809
$ -
809-810
$ -
811-812
$ -
812-813
$ -
814-815
$ -
816-817
$ -
818-819
$ -
820-821
$ -
822-823
$ -
824-824
MAINT
$ 200.00
825-826
$ -
826-827
$ -
828-828
MAINT
$ 200:00
829-830
$ -
831-832
$ -
832-833
$ -
834-835
$ -
836-837
$ -
838-839
$ -
84 0-841
$ -
841-841(P)
$ -
842-843 -
$ -
844-845
$ -
846-847
$ -
Page 2

Sheel6
:....:: ::r::...;: :n>
$��Xt_5.. :Ruri:dlf# t2- :- Cxl
., .. .. .. .... .. ..:... .. .. ..: .: .. ... .. .. :... ... .., ... :..,- .. .: 'r+: f.•+::3.. rr?:.:;4;: ...::r.:t::r. v...:.. J.re.:.., :.�:.^isti:?'.{:•55:-:::??4•r-:-i:.}ii:•::.$'.:... ::..... :... -:::.:� �......... ..-. -...., .-. .- .::
>�I..I��l�r.
:y;.;:
.v..,.v-y .i
................... ........:........::. _ ... :.. .:.. - .. .,. :. ,.. ._:.. ...,... }......<.«a. :.; .::::..:., .::::: $:: w' a.-.3�>i '::i... _.. }� BL. �.:-%,.n ,r:� •f- f � :$v,. fir. .r J -�.
.�:::.:...:.:.:::.:.:..�.::::,.:::::.::.::.:.-::•::...:.:.-::..:r.... ..::.:.. ...,�:.:.-.-. :...,.,-.. .:.::r.,_:.:.:a :,:5- :.s ....f.- .. r.. .s... - .am,v ./ a- sr. /�. ...D�.
-1r�Pi
:Nurnbor.{>r:}$.::::.;}<::.,,Nac�en:::;:i::r.:::.:•i<i_.1N ... I� Mat E �acior l� ' ':: nr N - 5 F,',flor �: -Ci��� :,r:. ';<,�..: �" t� : C_+ .>�. �.. ��.:,
848-849
High Bluff Dr
15
20
CMP
0.024
5
N
2
1
0.4
6.7 2.7 7.8
850-851
High Bluff Or
15
40
CMP
0.024
35
Y
2
3
0.4
6.7 8.0 20.7
852-851
High Meadow Or
15
110
CMP
0.024
30
N
2
2
0-4
6.7 5.4 19.2
853-854
High Bluff Or
15
20
CMP
0.024
18
N
3
2
0.4
6.7 5.4 14.9
855-856
High Bluff Or
15
20
CMP
0.024
16
N
3
1
0.4
6.7 2.7 14:9
857-858
High Bluff Or
15
20
CPVC
0.024
8
N
3
1
0.4
6.7 2.7 9.9
859-860
High Bluff Or
3
1
0.4
6.7 2.7
861-862
High Bluff Or
15
40
CMP
0.024
13
N
2
1
0.4
6.7 2-7 12.6
863-864
High Bluff Or
15
60
CMP
0.024
17
N
2
2
0.4
6.7 5.4 14.5
865-866
High Bluff Or
15
20
CMP
0.024
10
N
3
2
0.4
6.7 5.4 11.1
567-868
High Meadow Or
15
80
CMP
0.024
16
Y
3
5
0.4
6.7 13.4 14.0
869-870
High Meadow Or
15
20
CMP
0.024
6
Y
2
2
0.4
6.7 5.4 8.6
871-872
High Meadow Dr
24
80
CMP
0.024
15
Y
2
7
0.4
6.7 18.8 47.6
873-871
High Meadow Or
15
30
CMP
0.024
9
N
2
2
0.4
6.7 5.4 10.5
874-875
High Bluff Or
15
20
CMP
0.024
12
N
2
2
0.4
6.7 5.4 12.1
876-877
High Bluff Or
24
100
CMP
0.024
14
Y
2
3
0.4
6.7 8.0 46.0
878-879
Hillcrest Or
15
30
CMP
0.024
8
N
2
1
0.4
6.7 2.7 9.9
880-881
Hillcrest Dr
15
200
CMP
0.024
12
Y
3
3
0.4
6.7 8.0 12-1
882-883
Hillcrest Or
15
100
CMP
0.024
20
Y
2
7
0.4
6-7 18.8 15.7
884-885
Hillcrest Or
15
20
CMP
0.024
7
N
2
6
0.4
6.7 16.1 9.3
886-887
Hillcrest Dr
24
120
CMP
0.024
9
Y
2
30
0.4
6.7 80.4 36.9
688-889
Hillcrest Or
16
60
CMP
0.024
5
N
2
2
0.4
6.7 5.4 12-8
890-891
Ridgemont Dr
15
30
CMP
0.024
14
N
2
2
0.4
6.7 5.4 13-1
892-893
Ridgemont Or
15
35
CMP
0.024
4
N
2
3
0.4
6.7 8.0 7.0
894-895
Hillcrest Or
15
30
CMP
0.024
2
N
3
1
0.4
6.7 2.7 5.0
896-897
Hillcrest Dr
15
30
CMP
0.024
2
N
2
1
0.4
6.7 2.7 5.0
898-899
Hillcrest Dr
15
30
CMP
0.024
3
N
1
2
0.4
6.7 5.4 6.1
899-900
Hillcrest Or
15
20
CMP
0,024
2
N
3
2
0.4
6.7 5.4 5.0
901-902
Hillcrest Or
18
40
1 CMP
0.024
0
N
2
1
0.4
6-7 2.7 25.5
902-903
Manor Way15
40
CMP
0.024L!12:
N
2
1
0.4
6.7 2.7 1 12.1
Page 3

Sheet6
�95 9& TY3V`QEbWEAVERULLE
3�"CJ CtM> �2}2�liNAG�,SYtST�i�
_
x f x
: ENIIE��'01�YG�hLFfi,�a?(�ftS�
-
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848-849
$ -
850-851
$ -
852-851
$ -
853-854
$ -
855-856
$ -
857-858
$ -
859-860
MAiNT
$ 200.00
861-862
$ -
863-864
$ -
865-866
$ -
867-868
$ -
869-870
$ -
871-872
$ -
873-871
$ -
'874-875
$ -
876-877
$ -
878-879
$ -
880-881
$ -
882-883
$ -
884-885
$ -
886-887
$ -
888-889
$ -
890-891
$ -
892-893
$ -
894-895
$ -
896-897
$ -
898-899
$ -
899-900
$F -
901-902
$ -
902-903
$ -
Page 4

5heet6
y y
..-.-, y� -
. N �:: > :STD �>t
.....,::..:...�::........: ....: :.:,:: :......:p
..:.:.�:::_.:::.:......:.....................:.:::}::-}>:.�.�
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.... ........ .....:.... ..........:: ...... r...,....... :.....,::...
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V�i�Ttl �"'.�;.�c�LF COE�JR��::.AR1�A::::.�:::•::>:�:<:::.: ::>.}:.P� �Ca �cit � 1:7i�B :. _67::5 0 5 :.
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at .::.::... acta
904-905
Hillcrest Dr
36
100
CMP
0.024
1
Y
2
15
0.4
6.7
40.2
36.3
906-905
Hillcrest Dr
10
40
CPVC
0.024
40
N
4
2
0.4
6.7
5.4
7.5
907-908
Highland Dr
15
40
CMP
0.024
6
N
2
2
0.4
6.7
5.4
8.6
908-909
Highland Dr
15
20
CMP
0.024
8
N
1
2
0.4
6.7
5.4
9.9
910-911
Highland Dr
15
20
CMP
0.024
12
N
1
2
0.4
6.7
5.4
12.1
912-913
Highland Dr
15
60
CMP
0.024
5
N
2
1
0.4
6.7
2.7
7.8
914-915
Highland Dr
18
200
CPVC
0.024
10
N
2
1
0.4
6.7
2.7
18.0
915-916
Highland Dr
18
180
CPVC
0.024
18
N
2
2
0.4
6.7
5.4
24-2
917-916
Highland Dr
15
90
CMP
0.024
12
N
2
3
0.4
6.7
8.0
12.1
918-919
Highland Dr
72
120
CMP
0.024
2
Y
2
115
0.4
6.7
308.2
326.9
920-921
Highland Dr
15
30
CPVC
0.024
30
N
5
1
0.4
6.7
2.7
19.2
922-923
Highland Dr
18
20
CMP
0.024
25
N
2
1
0.4
6.7
2.7
28.5
924-925
Highland Dr
18
20
CMP
0.024
30 '
N
2
1
0.4
6.7
2.7
31.3
926-925
Highland Pt Ct
18
25
CMP
0.024
12
N
2
1
0.4
6.7
2.7
19.8
928-929
Highland Pt Ct
24
160
CMP
0.024
35
Y
2
3
0.4
6.7
8.0
72.8
927-928
Highland Pt Dr
18
65
CMP
0.024-
15
Y
2
2
0.4
6.7
5.4
22.1
926-927
Highland Pt Dr
18
480
CMP
0.024
20
N
2
2
0.4
6.7
5.4
25.5
930-931
Hillcrest Dr
15
50
CMP
0.024
12
N
2
1
0.4
6.7
2.7
12.1
Page 5

Sheet6
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:
904-905
$ -
906-905
$ -
907-908
$ -
908-909
$ -
910-911
$ -
912-913
$ -
914-915
$ -
915-916
$ -
917-916
$ -
918-919
$ -
920-921
$ -
922-923
$ -
924-925
$ -
926-925
$ -
928-929
$ -
927-928
$ -
926-927
$ -
930-931
$ -
TOTAL
$ 1.000.00
Page 6