camelot estates sewer district expansion feasibility study ... sewer/camelot sewer district...

8 East Main Street 530A East Independence Drive 44 Camden Court SE/PO Box 1138 737 Rudder Road

Wentzville, Missouri 63385 Union, Missouri 63084 Camdenton, MO 65020-1138 Fenton, Missouri 63026

Telephone: 636-332-4574 Telephone: 636-584-0540 Telephone: 573-525-0299 Telephone: 314-842-4033

Fax: 636-327-0760 Fax: 636-584-0512 Fax: 573-525-0298 Fax: 314-842-5957

www.cochraneng.com

Architecture Civil Engineering Land Surveying Site Development Geotechnical Engineering Inspection & Materials Testing

Camelot Estates Sewer District Expansion Feasibility Study Project No. LOR14-029 October 2015

Report prepared for:

Lake Ozarks Council of

Local Governments

Linda Conner Executive Director

34 Roofener Street

Camdenton, MO 65020

State of Missouri Registered Professional Engineer for Cochran Missouri State Engineering Certification: 2013005887

Document prepared using 100% Recycled Paper

with Post Consumer Fiber

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Camelot Estates Sewer District Expansion

Table of Contents

SUMMARY OF FINDINGS AND CONCLUSIONS ........................................... 2

Recommendation of Action ........................................................................................................ 2

Formation of a Regional Sewer District ..................................................................................... 2

Rate Consistency ..................................................................................................................... 3

Implementation of Cost Effective Decentralized Systems ..................................................... 3

Future Development................................................................................................................ 4

BACKGROUND AND EXISTING CONDITIONS ............................................. 4

Area Demographics .................................................................................................................... 4

Lead Contamination .................................................................................................................... 6

EXISTING SYSTEM EVALUATION .................................................................. 8

ALTERNATIVES .................................................................................................. 12

Gravity Sewer System (Option 1) ............................................................................................. 12

Grinder Pump Option (Option 2) .............................................................................................. 13

Septic Tank Effluent Pump (STEP) Option (Option 3) ............................................................ 14

Decentralized WWTP Option (Option 4) ................................................................................. 15

Do Nothing Option (Option 5) .................................................................................................. 15

FINANCIAL DISCUSSION ................................................................................. 16

Appendices A. Census Data B. Existing System Flows & Rainfall C. Expansion Flow Rate Calculations D. Hydraulic Calculations E. Cost Estimates F. Expansion Parcel Inventory G. Expansion Alternative Maps H. Current Rate Ordinance I. Proposed Expansion Financial Data J. Social Economic and Median Household Income K. Existing Systems Permits L. Prior Lead Remediation M. Boone County Regional Sewer District: Bylaws and Sewer Use Regulations

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SUMMARY OF FINDINGS AND CONCLUSIONS Recommendation of Action

Cochran recommends the expansion of the Camelot Sewer District to encompass the entire project area evaluated without a commitment to provide sewer service. The new expanded district would operate as the Camden County Regional Sewer District providing a public board for the ongoing operation of future wastewater treatment plants constructed within the district. The district should model operational requirements in a similar fashion to Boone County Regional Sewer District with decentralized operations. Cochran also recommends providing service to Zones 3 and 4 which can be served cost-effectively with a $1/month/user rate increase. Zones 3 and 4 can be served by connecting to the existing Camelot Estates sewer system by using Option 2, Grinder Pump Option. Two higher density areas of Zones 1 and 2 are cost effective when served by a decentralized wastewater treatment plant (WWTP) near the population density. Therefore, Cochran also recommends serving these areas at this time. Remaining areas should be considered for service upon additional private development or grant funding eligibility.

Formation of a Regional Sewer District

A county wide sewer district was established in the unincorporated areas of Camden County under the provisions of RSMo Chapter 249, .430 through .667 on October 17, 1985 by county commission resolution. We recommend the Camden County Commission consider the delegation and assignment of responsibility for the control and operation of said district to the board of trustees of the Camden County Sewer Board; a common sewer district formed under 204.250 to 204.470 or the creation of a countywide wastewater treatment authority. The sewer board or countywide wastewater authority would operate the Regional Sewer District. The objectives and purpose of the Regional Sewer District (District) is to assume the long-range responsibility for wastewater within Camden County, except for those facilities operated by a municipality, in order to improve and maintain the health and welfare of the residents of the County and protect the resources and economic drivers of our region. Similar districts have been formed in Missouri and have proven effective and efficient for the operation of consolidated sewer districts. Specifically the Boone County Regional Sewer District (BCRSD) and the Taney County Regional Sewer District (TCRSD) offer tested models of possible solutions. Regional sewer districts such as BCRSD provide for the common planning and support of standards for future development and allow for the formation of decentralized systems on an as needed basis. The process takes a proactive approach and offers solutions to existing neighborhoods and future development to provide sewer service while reducing burdensome overhead and management expenses on the

Area to be Connected Potential Service Connections Construction Cost Cost Cost per Customer Annual O&M Cost Total Present Worth Estimated Monthly Fee

Zone 4 161 1,656,142.29$ 10,286.60$ 39,400.00$ 491,012.00$ 68.66$

Zone3 169 1,756,098.45$ 10,391.12$ 33,142.00$ 413,023.00$ 68.80$

Plant 3 (Zone 1) 68 435,561.55$ 6,405.32$ 7,030.41$ 87,614.46$ 66.12$

Plant 4 (Zone 1) 89 651,759.07$ 7,323.14$ 7,562.41$ 94,244.35$ 68.24$

Total Recommended 487 4,499,561.36$ 9,239.35$ 87,134.82$ 1,085,893.81$ 69.00$

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formation of new districts. The removal of burdens will benefit future economic development in Camden County and around the Lake of the Ozarks. Some homeowners and developers have had to install Missouri DNR permitted WWTPs with capacity for neighboring units without the ability to share the cost for which the capacity was provided. The privately owned systems are very small and often cannot be operated as private system or converted to a public system cost effectively. A regional sewer district would provide the management and operational structure to operate new systems built to a common standard. As with the case example BCRSD, existing private systems would remain private until acquired by the District. Areas more efficiently served by Onsite Wastewater Treatment Systems (OWTS) would remain the responsibility of landowners and permitted through existing County and State Regulations. The District would maintain standards of construction both for the evaluation and purchase of existing systems and the construction of new systems to be managed by the district. We have included the Bylaws and Sewer Use regulations from BCRSD as a reference for consideration in Appendix N. The BCRSD is formed such that rates and funding for construction, operation, and maintenance are received from the users of the sewer district. Funding for BCRSD is acquired from revenue bonds, loans, and neighborhood improvement districts approved by public vote. BCRSD was formed in 1973 and the district started small and did not acquire full time staff until 1980. All residents of the Boone County vote on district ballot issues. They began operating wastewater treatment systems under contract and later assumed ownership of twenty plus subdivisions and later acquired fifteen additional systems from a private company. The consolidation of sewer districts, plants, and treatment systems allowed the communities to meet more stringent regulations in a cost effective and concerted effort. The BCRSD system does not mandate residential connections to regional sewer systems except where existing septic systems do not meet the Missouri or County onsite regulatory requirements for treatment of household wastewater and where regional sewer systems are available for connection. Today the district has grown to include service at ninety-two collection systems and forty-six wastewater treatment facilities. The district serves approximately 6,500 units or approximately 24,000 people. The district employees provide effective management and planning required to maintain wastewater service long term. The management and planning cost are shared by all customers and addressed a need that allows more cost effective economic development within the county.

Rate Consistency

The expanded District will operate on a uniform rate schedule determined by the average operational cost and debt service of the entire District, rate studies, and the governing board. We propose a marginal rate increase of $1 per user per month to accomplish the recommendations.

Implementation of Cost Effective Decentralized Systems

The District should consider entering into negotiations with existing WWTP owners to acquire existing facilities where the operation would be beneficial to the District. The District could offer expansions in the immediate vicinity of existing facilities where excess capacity exists. The District should implement Option #2 (Grinder Pump Option) for Zones 3 & 4 and the portions of Option #4 (Decentralized Treatment Plants) where unit densities will provide a cost effective approach to providing decentralized regional sewer service. Option #4 has been shown to be cost effective in the

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northern portion of Zone 1 at this time. Grant funding should be sought from EPA, USDA, and CDBG to reduce sewer development cost in remaining areas.

Future Development

The creation of a regional sewer district would provide standards for additional commercial development or regional plants as the desire and demand is created through normal growth. Several small wastewater treatment plants (WWTPs) exist within the study area where additional capacity was required by regulatory agencies but remain underutilized. The WWTPs are private entities and have limited ability to offer or encourage connections of neighboring residences and are inefficient to operate under the public service commission at their scale. When new construction leads to generation of additional WWTPs the District would work with the developers to provide regionalization and share in the cost. In addition, existing homes could be served through the implementation of Neighborhood Improvement Districts (NID).

BACKGROUND AND EXISTING CONDITIONS Area Demographics

Camden County encompasses the majority of the shoreline for Lake of the Ozarks. The County worked for over 20 years to bring centralized sewer to sections of developed areas around the Lake. One of those areas successfully served was Camelot Estates. Camelot Estates is located east of Highway 5 between Lake Road 5-84 and 5-89, on the Niangua Arm about one half mile from the main channel. Camelot Estates is approximately 2 miles north of Camdenton, MO in the unincorporated area of Camden County. The population of Camden County in the 2000 census was 37,051 and grew to 44,002 for the 2010 census, which is an 18.8% increase. Total housing units in the County are 41,183 with 19,068 being permanent occupied residences. Of the 22,115 vacant units, 17,714 are seasonal, recreational or occasional use units. The average household size for owner-occupied units is 2.25 people per unit. Camelot Estates is located in the 65020 Camdenton zip code which shows a total population in 2010 of 14,286 and an average household size of 2.38 people per unit. Figure 1 below shows the population growth for Camden County. The study area Zone 1 resides in the Niangua Township of Camden County. The 2010 Median Household Income (MHI) for the Niangua Township is $30,938.00 and qualifies the area for grant funding up to 75% of the project cost as well as poverty rate loans from the USDA Rural Development. The target sewer use fee should be around 2% of the MHI or $51.56 per month for this township. The grant funding may cover the cost of the project which results in rates above the $51.56 per month. Eligibility for grant funding is contingent on the removal of health and safety violations from agencies such as Missouri DNR. The study area Zones 2-4 and Camelot Estates are located within the Osceola Township of Camden County. The 2010 MHI for the Osceola Township is $55,208. The MHI for this township exceeds the state nonmetropolitan MHI of $45,438 and is not eligible for USDA grant funding or premium loan rates. The majority of the study area falls in the Osceola Township. The Preliminary Engineering Report should be submitted to the various funding agencies upon completion for review and recommendation of funding availability.

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Figure 1 - Population Growth from 1980 to 2020

Camelot Estates currently bills 403 customers on a monthly basis for sewer service. Of this

number approximately 76% are permanent residences, based on the billing address, which is

more than the Camden County average of 46%. Based on an average household of 2.25 and 306

permanent residences, the expected average day flow should be approximately 68,850 gallons

per day; while summer flows would be expected to average approximately 120,000 gallons per

day if all 403 residences were occupied during the summer. However, since the part time

residences are not occupied full time during the summer months the average day flow during the

summer months is actually 71,634 gallons per day. The plant flow during the maximum month

averaged 81,228 gallons per day. According to Missouri Department of Natural Resources

(MoDNR) during the first 5 years of operation the plant averaged 72,157 gallons per day. The

plant currently has a capacity of 187,500 gallons per day. Figure 2 shows historical flows at the

treatment plant.

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Figure 2 - Average Gallons per Day from 2011 to 2014

Customers of the Camelot Estates Sewer District currently pay $68 per month for single family residences and $59 per month per condominium or multi-family unit for sewer service. The purpose of this study is to investigate the feasibility of providing additional customers with sewer service by utilizing the available capacity in the existing Camelot Estates treatment facility and thereby provide a lower overall cost of service to all the customers. Water service is provided to Camelot Estates by Public Water Supply District No. 4 of Camden County. According to the Water District’s operators, customers average 5,000 gallons per month. However, no public water supply exists within the proposed Sewer District expansion area. This area is served by private wells. Lake Ozark Council of Local Governments has identified approximately 650 potential properties to consider connecting to the Camelot Estates Sewer system. These potential customers are located north of Camelot Estates east and west of Highway 5 and south of the Niangua Arm of Lake of the Ozarks. Based on current flows at the existing treatment plant approximately 425 new customers can be connected to the system without expanding the treatment plant. Since all the potential customers cannot be connected to the existing system without a plant expansion, Cochran has investigated a phased or zoned approach to connecting new customers so as many customers as possible may be connected before a plant expansion is required. Cochran has also investigated a decentralized sewer treatment option. This option would place smaller wastewater treatment plants near the customers and alleviate the need for an expansion of the Camelot Estates Wastewater Treatment Plant.

Lead Contamination

Missouri has been the largest lead producer in the country for most of its history and records indicated that lead was mined in Camden County from 1830 to 1947. The mining, smelting and milling activities have contributed to lead contamination in soils and water in various locations throughout the state. The entire Central Mining District Lead- Camden County is listed as a superfund site: MON000705679.

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However; the site is not listed on the EPA’s Nation Priorities List. The listing of the superfund site does not reference a specific address, area or zone but encompasses the entire county. We have reviewed the available data from the Inventory of Mines Occurrences and Prospects (IMOP) with the study area. The IMOP data did not indicate any specific sites within the evaluation area. If specific IMOP sites were located in the expansion area an effort to avoid the site or perform additional testing would be recommended for the design phase. Camden County is considered to be a part of the Central Mining District and underwent voluntary sampling of residential water sources in 2008 by Region 7 of the EPA for lead and heavy metal contamination. The sampling of 646 properties resulted in 31 properties identified with lead contamination in drinking water greater than 15 ug/l. A regional Decision Team meeting was held in February 2007 and further actions and sampling were recommended for a second phase study. The proposed second phase was to continue sampling the properties of residents who responded to the initial phase and to determine the relationship between naturally occurring lead and mine sites. Action Memorandum Amendment #3 indicates additional soil sampling of 28 properties with 14 samples having been found with soils above the Recommended Action Level (RAL). We have contacted US EPA Region 7 and Missouri Department of Natural Resources for additional information regarding the superfund site and specific locations remediated. Many of the staff with institutional knowledge of the project US EPA Region 7 are no longer available. A list of properties sampled has been included in Appendix M and a map of the general area indicating sample levels is in Figure 3. The map indicates that elevated lead levels were confined to a specific region in the existing Camelot Sewer District. Aside from this region all but one sample were below the acceptable 400 ppm level. One test outside the concentrated area was between 400 and 1,200 ppm. The preliminary engineering report does not anticipate the need to disturb or disrupt any of the properties which have been remediated. Should the need arise later to access or cross remediated properties with excavation activities during the design and construction phases a specific process or processes shall be developed to prevent the distribution of contaminated soils. Remediation was generally limited to the surface layers of soil and higher contamination levels are likely to be encountered below the surface. If manmade barriers/indicators such as orange construction fencing are encountered below the surface excavation should stop immediately in the area and lead testing shall be performed on lower levels. Many of the remaining construction locations will proceed through previously disturbed soils in road right of ways. Testing for lead among the entire project is cost prohibitive and not warranted prior to utility construction. Testing is also not currently a standard of practice for utility construction within the county. Missouri DNR will provide some testing of soils during soil boring of the design phase to identify any areas of concern. Soils excavated during construction should remain onsite whenever possible. Soils with elevated levels of lead may be maintained separate and depending on contamination levels may be utilized for backfill or may require offsite disposal.

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Dan Kellerman, US EPA Region 7, indicated sites with remediation would likely have barriers similar to orange construction fence placed between remediated surface soils and contaminated subsoils. Working with DNR we recommend that further coordination of remediated properties be cross-referenced with the specific project locations during the construction documentation phase of the project. Special Construction procedures will be necessary to preserve the conditions of remediated property. Uncontaminated soils will need to be protected with barriers while lower levels of contaminated soils are excavated and the construction crews will need to be aware of indicators such as the construction fencing used as a marker for the remediation. Construction methods such as directional drilling are well suited to the area as they will reduced contamination issues. To the best of our knowledge the areas tested were limited to residential outdoor areas with likely human contact i.e. yards. Much of the construction will take place along roadways with previously disturbed soils. Best practices will reduce the transportation of soils to different locations by keeping all excavated material along the sewer system where possible. The hauling of soil within the Superfund Site is not prohibited but the risk of the potential expansion of contaminated areas is reduced.

EXISTING SYSTEM EVALUATION The sewer system serving Camelot Estates entered service in 2009. The Camelot Estates Sewer District serves the area surrounding Libby Hollow Cove. The system consists of a Schreiber Wastewater Treatment Plant with a capacity of 187,500 gallons per day (gpd). The existing system is primarily a gravity sewer

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system with lift stations and several grinder pump stations servicing some residences. The system also incorporated two existing systems that served the Shores of Camelot and Tuscany Condos. The existing system was sized to accommodate growth in the original service area. However, the real estate market adjustment of 2008 has severely limited growth in the District. As a result the wastewater plant currently has excess capacity. The plant currently handles approximately 44% of its capacity. The treatment plant is doing an exceptional job of treating the current capacity, with no violations being noted. Figure 3 shows the primary treatment units of the existing plant.

Figure 3 – Camelot Waste Water Treatment

During early operations of the Camelot Estates Sewer District infiltration and inflow (I&I) problems were significant. The majority of the I&I problems were a result of the existing systems incorporated into the Sewer District. Although some I&I problems still exist, the system operators have found and removed a large portion of the significant sources. The operators continue to work on this problem which can be seen by the drop in flow over the years of operation. Of particular concern at this time is Lift Station No. 2 which is currently undersized for the flow the station realizes and Lift Station No. 5, which needs a larger wet well.

Figure 4 – Existing Lift Station No. 2

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Financially the Camelot Estates Sewer District continues to break even. Current budget figures indicate that the District spends nearly 100% of the revenue collected. Most years the debt service ratio for the District is less than 10% and the District cannot build a reserve if the current conditions continue. However, the USDA requires a “Debt Service Reserve” in case of a poor year financially and a “Repair and Replacement Reserve” to deal with large emergency repairs. Both of these accounts are currently fully funded.

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5 Year Budget Projection

No Rate Increase/No System Expansion

Year 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020

Actual Actual Actual Actual Budget Projected Projected Projected Projected Projected

Revenue

Sewer Usage Fees $431,779 $440,694 $444,475 $449,435 $455,532 $461,454 $467,453 $473,530 $479,686 $485,922

Late Fees $5,273 $5,066 $6,140 $5,596 $5,508 $5,768 $5,843 $5,919 $5,996 $6,074

Hook Up Fees $1,375 $1,000 $1,000 $1,000 $0 $1,000 $1,000 $1,000 $1,000 $1,000

Interest Income $60 $0 $127 $185 $100 $100 $100 $100 $100 $100

Other Income / Reconnect $600 $450 $196 $8,236 $0 $2,307 $2,337 $2,368 $2,398 $2,430

Convenience Fee $53 $140 $175 $359 $0 $185 $187 $189 $192 $194

Total Revenue $439,139 $447,350 $452,112 $464,811 $461,140 $470,814 $476,920 $483,106 $489,372 $495,719

Operating Expenses

Bad Debt $191 $669 $217 $5,119 $0 $1,615 $1,636 $1,657 $1,679 $1,701

Bank Charges $85 $266 $354 $427 $48 $668 $835 $1,044 $1,305 $1,631

Insurance Expense $9,609 $11,441 $11,488 $11,597 $12,000 $12,420 $12,855 $13,305 $13,770 $14,252

Operation and Maint Fees $67,115 $67,115 $67,115 $66,091 $66,996 $67,666 $68,343 $69,026 $69,716 $70,413

Miscellaneous $347 $1,105 $2,164 $918 $888 $1,080 $1,080 $1,080 $1,080 $1,080

Office Supplies $803 $1,308 $1,067 $1,417 $1,400 $1,414 $1,428 $1,442 $1,457 $1,471

Professional Fees $11,481 $11,538 $11,733 $11,574 $12,368 $12,615 $12,868 $13,125 $13,388 $13,655

Collection Sys Repairs $35,116 $42,505 $30,752 $51,989 $44,504 $46,729 $49,066 $51,519 $54,095 $56,800

WW Trtmnt Plant Repairs $3,171 $165 $5,998 $11,031 $15,800 $16,590 $17,420 $18,290 $19,205 $20,165

Utilities $18,997 $21,189 $21,751 $22,964 $22,040 $23,142 $24,299 $25,514 $26,790 $28,129

Replacement Fund $55,320 $0 $0 $0 $0 $0 $0 $0 $0 $0

Principal and Interest $272,568 $272,568 $272,568 $272,568 $272,568 $278,076 $283,583 $283,583 $283,583 $283,583

Total Operating Expenses $474,803 $429,869 $425,207 $455,695 $448,612 $462,016 $473,411 $479,586 $486,067 $492,881

Net Income (cash basis) ($35,664) $17,481 $26,905 $9,116 $12,528 $8,798 $3,509 $3,520 $3,305 $2,838

Debt Service Ratio 0.87 1.06 1.10 1.03 1.05 1.03 1.01 1.01 1.01 1.01

Notes:

1. Sewer use fees are projected to increase by 1.3% per year.

2. Late Fees are projected at 1.3% of sewer use fees

3. Insurance is projected to increase at an average of 3.5% per year

4. Operation & Maintenance Fess are projected to increase 1% per year

5. Professional Fees are projected to increase 2% per year

6. Collection System & WWTP Repairs are projected to increase 5% per year

7. Principal and interest payments include interest only prior to 2016, 1 principal plus interest payment for the equipment lease in 2016

and 2 principal plus interest payments beyond 2016.

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ALTERNATIVES In order to provide service to the proposed expansion area north and west of Camelot Estates, several options and combinations of options were reviewed. These options include a traditional gravity sewer system with lift stations as needed, a grinder pump station option, a Septic Tank Effluent Pump (STEP) option, Decentralized Wastewater Treatment option and a DO Nothing option. Each option was planned to serve the entire expansion area although the entire area cannot be served without an expansion of the existing treatment plant or the addition of additional treatment facilities. The proposed expansion area was divided into four (4) zones, so a decision could be made about serving parts of the expansion area without necessarily serving the entire area. In all of the options considered, except options 4 and 5, improvements would be required to lift station No. 2 in the existing Camelot Estates System.

Gravity Sewer System (Option 1)

Option 1 was planned to provide gravity sewer service wherever the possibility exists. Gravity mains were planned along existing rights of way and easements whenever possible to reduce the need for easement acquisition for the installation of new sewer mains. Lift stations were placed as needed to pump the wastewater over ridges and master lift stations were placed to convey the wastewater to the existing sewer system. Where needed grinder pump stations were planned when gravity sewer would be ineffective or too costly. Also all water front property would require a grinder pump station because installing gravity mains along the shore line would be too costly and require easements on private property which would be difficult to acquire. The advantages of the gravity system include:

1. Lower operational costs due to less lift stations. 2. Fewer problems with main stoppages due to the use of larger mains.

The disadvantages of this system include:

1. Higher initial cost due to larger mains and installation at deeper depths. Gravity mains will also have more rock excavation due to the deeper depths.

2. The terrain does not lend itself to gravity systems since there are a large number of valleys and ridges. Each valley has to collect sewer and pump it over a ridge to the next valley.

3. All of the water front lots would still require pump stations to deliver sewer to the gravity mains. Installation of gravity mains along the water front is not feasible because of the large number of water front improvements, high ground water for most of the year and the need for easements across each property.

Figure 5 – Gravity Sewer System

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Grinder Pump Option (Option 2)

Option 2 would include the installation of smaller force main pipes along exiting rights of way and easements to minimize the amount of easement acquisition required. Each house or condominium complex would be equipped with a small grinder pump station to pump the wastewater through these mains to re-pump stations. Due to the terrain, the smaller grinder pump stations would only be able to pump to approximately elevation 800. Re-pump stations would be located at approximately elevation 800 to collect the wastewater from a larger number of grinder stations. The wastewater would then be pumped through larger force mains to master lift stations. The master lift station would then deliver the wastewater to the existing sewer system serving Camelot Estates. The advantages of the grinder pump option include:

1. Lower initial cost for the mains. The mains would follow the existing terrain and will require less large lift stations. The mains are also installed shallower than gravity mains requiring less rock excavation.

2. Home owners are required to provide power for the grinder pump stations. This will reduce operational costs.

3. The force mains can be installed within existing street rights of way and easements reducing easement acquisition.

The disadvantages of the grinder pump option includes:

1. Grinder pump life. Grinder pumps have to grind and pump any trash or food items flushed. This subjects the pumps to a great deal of wear and tear.

2. Because of the items put down the drain by residences, grinder pumps have more call outs for repairs that the other options considered.

Figure 6 – Grinder Pump

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Septic Tank Effluent Pump (STEP) Option (Option 3)

Option 3 is planned very similar to the grinder pump option, except instead of grinder pump stations each house or condominium complex is equipped with a septic tank to collect solids and other items flushed down the drain. The effluent from the septic tank is then pumped through the smaller force mains. Again the effluent pumps are not capable of pumping the effluent higher than elevation 800, so re-pump stations would be located near this elevation. These stations would convey the effluent to master lift stations, which would pump this effluent to the existing sewer system serving Camelot Estates. The advantages of a STEP system include:

1. Longer pump life because the septic tank traps trash that can clog or damage grinder pumps. 2. Reduced maintenance to mains due to stoppages as the septic tanks trap and collect most of the

material that can cause main stoppages. 3. Lower biological load to the wastewater plant, because the septic tank will reduce the biological

and solids load to the plant by up to 60%. This option could allow additional units to connect to the system provided the exiting wastewater plant can handle the hydraulic load.

4. STEP pumps can be acquired that can pump to a higher elevation than 800 which could save on the number of re-pump stations.

5. Home owners are required to provide power for the effluent pump stations. This will reduce operational costs.

The disadvantages of a STEP system include:

1. Septic tanks have to be pumped out on regular schedule to prevent problems with the pumps and

force mains clogging. Currently the Sewer District pumps the tanks on a 3 year interval.

Figure 7 – STEP System

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Decentralized WWTP Option (Option 4)

Option 4 consists of reducing the amount of force main and lift stations by adding new treatment plants

away from Camelot Estates. This option would add five new treatment plants to reduce the number of

required lift stations and force main length. One plant would be located to serve Zones 3 and 4, one plant

to serve most of Zone 2 and three (3) plants to serve Zone 1. Houses would require grinder pumps to

reach the 800 elevation contour, but re-pump stations are reduced due to local treatment plants. Option

4 can make use of existing treatment plants within zones, but the existing plants would require upgrades

to handle the increased flows.

The advantages of Decentralized WWTP system include:

1. Reduced footage of sanitary mains. Compact system layout, reduces the amount of main serving vacant property.

2. Expansion flexibility is increased because each area served is independent of other areas within the District. This will allow expansion to any zone without first completing construction elsewhere.

3. Areas with lower construction cost can built first and provide a cost effective system, while areas requiring more expensive construction can be planned for future construction when additional funding such as grants can used.

The disadvantages of Decentralized WWTP system include:

1. Modification and adding new treatment plants.

2. Higher initial construction cost in order to serve the entire area.

3. Increased operation and maintained cost.

Do Nothing Option (Option 5)

Option 5 is as stated Do Nothing, which means the area in question will continue to operate as is the past.

According to permit records from the Camden County Sewer Department, an average of 5.5 existing sewer

systems are permitted for repair or replacement each year. This means that approximately 10% of the

systems are less than 10 years old. This also means that existing permitted treatment plants will continue

to discharge into the lake and any new development could bring additional small treatment systems

without the ability to consolidate into fewer plants providing higher levels of treatment.

This option would continue this trend for the foreseeable future or until additional development requires the installation of a more regionalized approach.

16 | P a g e P r o j e c t N o . 1 4 - 0 2 9

Table 1- Summary of Alternative Cost

FINANCIAL DISCUSSION As discussed in the Existing System Evaluation, the existing Camelot Estates Sewer District is operating financially at break even. In order for the District to serve additional customers at existing or reduced rates the new debt service and operational costs to serve the larger customer base must be lower than the cost of service for the existing Camelot Estates Sewer District. Using the revenue and expenses of the existing system we have modeled the proportional revenue, expenses, and potential maximum debt service attributable to each new residential customer.

Cost Summary for All Options

Total Construction

Cost

Annual O&M

Costs

Present Worth

O&M

Present Worth +

Construction Cost

Construction

Cost/Customer

Total

Cost/Customer

Option 1-Gravity System 8,558,890$ 115,170$ 1,435,264$ 9,994,154$ 14,531$ 16,968$

Option 2-Grinder Pump System 6,277,638$ 135,399$ 1,687,377$ 7,965,015$ 10,658$ 13,523$

Option 3-STEP System 6,662,638$ 162,313$ 2,022,799$ 8,685,437$ 11,312$ 14,746$

Option 4-Decentralized Treatment 7,211,470$ 135,646$ 1,690,448$ 8,901,918$ 12,244$ 15,114$

Marginal Debt Support Per Additional Residential Customer

Revenue

Sewer Usage Fees 816.00$

Late Fees 10.16$

Total Revenue 826.16$

Operating Expenses

Bad Debt 9.29$

Bank Charges 0.78$

Insurance Expense 21.06$

Operation and Maint Fees 120.00$

Miscellaneous 1.67$

Office Supplies 2.57$

Professional Fees 21.01$

Collection Sys Repairs 94.39$

Utilities 41.69$

Replacement Fund 16.32$

Total Operating Expenses 328.78$

Net Income (cash basis) 497.38$

Debt Service Coverage Ratio 1.1

Maximum Principal and Interest PMNT 452.16$

17 | P a g e P r o j e c t N o . 1 4 - 0 2 9

At current rates each customer has the ability to service approximately $9,070.00 in debt. As represented in each cost estimate that reflected serving the entire study area all options are more expensive on a whole than the available debt service.

Maximum Debt Service Per Residential Customer

Private USDA SRF

Current Interest Rate 4.50% 3.25% 1.23%

Maximum Term (Years) 30 33 20

Maximum PMNT $452.16 $452.16 $452.16

Loan Amount $6,876.58 $9,070.56 $7,973.66

Past sewer projects within the district are in line with the cost estimates provided. In the Normac Sewer District the cost were estimated at $20,498 per residence. The project was not feasible without the 64.5% of grant and dedicated funding acquired. Dedicated funding sources should be developed further to acquire a commitment of funds covering the unmet portion of the project cost. The tables below provide the cost of serving each zone. It should be noted, however, that Zone 2 can only be served by building Zone 1. Zones 3 and 4 are the closest to the existing system and can be served with a $1 per month rate increase when using option 2 or option 3. This maintains the current debt service ratio of 1.01. Zones 1 and 2 make more financial sense to serve from decentralized WWTPs. Not all areas can be readily served at the current rates by adding decentralized systems but as shown in the cost estimates for Option 4 additional areas of Zones 1 and 2 can be served with cost effective decentralized options with cost of service to each customer at $6,400 and $9,600 respectively. The cost basis of these decentralized plants are well below the cost of other options for these areas and represent the most cost effective approach.

ZONE 1 QUANTITY UNIT UNIT COST TOTAL

Forcemain 2" 8,200 LF $31.14 $255,348.00

Forcemain 6" 0 LF $40.40 $0.00

Gravity Sewer 12,259 LF $74.01 $907,288.59

Grinder Pump 56 LS $6,000.00 $336,000.00

Lift Station-Small 5 LS $25,000.00 $125,000.00

Lift Station-Large 1 LS $60,000.00 $60,000.00

Lift Station-Master 0 LS $80,000.00 $0.00

Subtotal $1,683,636.59

10% Contingencies $168,363.66

Total $1,852,000.25

Cost Per Customer $18,156.87

Operation and Maintaining $20,710.00

Present Worth $258,089.00


Forcemain 2" 9,201 LF $31.14 $286,519.14

Forcemain 6" 4,226 LF $40.40 $170,747.77

Gravity Sewer 7,931 LF $74.01 $586,973.31

Grinder Pump 77 LS $6,000.00 $462,000.00

Lift Station-Small 0 LS $25,000.00 $0.00


Lift Station-Master 1 LS $80,000.00 $80,000.00

Subtotal $1,706,240.22


Total $1,876,864.24





Forcemain 2" 13,271 LF $31.14 $413,258.94

Forcemain 6" 0 LF $40.40 $0.00

Gravity Sewer 10,773 LF $74.01 $797,338.59

Grinder Pump 101 LS $6,000.00 $606,000.00




Subtotal $2,181,597.53


Total $2,399,757.29




OPTION 1 ENGINEER'S COST ESTIMATE

SEWER EXTENSION STUDY

CAMDEN COUNTY, MISSOURI

OCTOBER, 2015



Forcemain 2" 14,300 LF $31.14 $445,302.00

Forcemain 6" 0 LF $40.40 $0.00

Gravity Sewer 14,512 LF $74.01 $1,074,033.12

Grinder Pump 80 LS $6,000.00 $480,000.00




Subtotal $2,209,335.12


Total $2,430,268.63




Total Cost $8,558,890.41


Total Present Worth $1,435,264.00

Assumptions

1. This Cost Estimate does not include Engineering or Easement Acquisition.

A. Assumed Variables

Unit power cost 0.095$ per kwh

Labor cost 65.00$ per hour

Flow - gpd

Project Life Interest Rate 5%

B. Annual Power Costs

Equipment HP # Installed # Operating Total Operating HP

% in

Operation

Total HP in

operation

Small Lift Station 2 5 5 10 30% 3

Large Lift Station 5 1 1 5 30% 1.5

Master Lift Station 7.5 0 0 0 50% 0

Step System 1 0 0 0 0% 0

Grinder Pump 0.5 56 0 0 0% 0

NA 0 0% 0

Total 4.5

Power consumption 81 kwh per day (746 watts/hp)

29,407 kwh per year

Annual power cost 2,794$

C. Annual Maintenance Costs

Labor Costs Grounds Maintenance 1,500$ per year

Testing Costs 200$ per year

Maintenance Costs Total 1,700$

D. Sewer Treatment

Septic Tank Volume - gallons

Pump Out Events -$

Cost per Event -$

Pump Interval 3$ years

Annualized Septic Cleaning Cost -$

E. Summary of O&M Costs

Power cost 2,794$ per year

Maintenance Costs 1,700$ per year

Sewer Treatment -$ per year

Annual total 4,494$ per year

F. Short Lived Asset Replacement Costs

Grinder Pump 14,896$ per year

Large Pump 220$ per year

Small Pump 1,100$ per year

Master Pump -$ per year


G. 20-Year Present Worth Costs

Interest rate 5% *

Time period 20 years

All costs 20,710$

All costs present worth 258,089$

Cost Estimate For Camelot Sewer District

Option 1 (Gravity System) - Zone 1

Present Worth of Operation & Maintenance Expenses




Flow - gpd




% in

Operation

Total HP in

operation


Large Lift Station 5 2 2 10 30% 3

Master Lift Station 7.5 1 1 7.5 50% 3.75


Grinder Pump 0.5 77 0 0 0% 0

NA 0 0% 0

Total 6.75


44,111 kwh per year






D. Sewer Treatment


Pump Out Events -$

Cost per Event -$











Small Pump 660$ per year




Interest rate 5% *


All costs 26,973$








Flow - gpd




% in

Operation

Total HP in

operation





Grinder Pump 0.5 101 0 0 0% 0

NA 0 0% 0

Total 9


58,815 kwh per year






D. Sewer Treatment


Pump Out Events -$

Cost per Event -$















Interest rate 5% *


All costs 36,883$








Flow - gpd




% in

Operation

Total HP in

operation

Small Lift Station 2 3 3 6 30% 1.8




Grinder Pump 0.5 80 0 0 0% 0

NA 0 0% 0

Total 9.3


60,775 kwh per year






D. Sewer Treatment


Pump Out Events -$

Cost per Event -$










Large Pump 1,100$ per year





Interest rate 5% *


All costs 31,264$






Forcemain 2" 12,501 LF $31.14 $389,281.14

Forcemain 6" 512 LF $40.40 $20,684.80




Grinder Pump 103 LS $6,000.00 $618,000.00

Subtotal $1,212,965.94


Total $1,334,262.53





Forcemain 2" 16,976 LF $31.14 $528,632.64

Forcemain 6" 1,072 LF $40.40 $43,308.80

Lift Station-Small 0 LS $25,000.00 $0.00

Lift Station-Large 0 LS $60,000.00 $0.00


Grinder Pump 110 LS $6,000.00 $660,000.00

Subtotal $1,391,941.44


Total $1,531,135.58





Forcemain 2" 22,301 LF $31.14 $694,453.14

Forcemain 6" 0 LF $40.40 $0.00


Lift Station-Large 0 LS $60,000.00 $0.00


Grinder Pump 117 LS $6,000.00 $702,000.00

Subtotal $1,596,453.14


Total $1,756,098.45







OCTOBER, 2015



Forcemain 2" 17,135 LF $31.14 $533,583.90

Forcemain 6" 0 LF $40.40 $0.00




Grinder Pump 127 LS $6,000.00 $762,000.00

Subtotal $1,505,583.90


Total $1,656,142.29




Total Construction Cost $6,277,638.86

Cost per Customer $10,658.13


Assumptions





Flow - gpd



Equipment HP # Installed # Operating

Total Operating

HP

% in

Operation

Total HP in

operation





Grinder Pump 0.5 103 0 0 0% 0

NA 0 0% 0

Total 4.5


29,407 kwh per year



Labor Costs Grounds Maintenance 500$ per year


Maintenance Costs Total 700$

D. Sewer Treatment


Pump Out Events -$

Cost per Event -$





Maintenance Costs 700$ per year










Interest rate 5% *


All costs 32,212$



Option 2 (Grinder System) - Zone 1





Flow - gpd




Total Operating

HP

% in

Operation

Total HP in

operation





Grinder Pump 0.5 110 0 0 0% 0

NA 0 0% 0

Total 3.75


24,506 kwh per year






D. Sewer Treatment


Pump Out Events -$

Cost per Event -$










Large Pump -$ per year

Small Pump -$ per year

Master Pump 220$ per year



Interest rate 5% *


All costs 32,508$








Flow - gpd




Total Operating

HP

% in

Operation

Total HP in

operation





Grinder Pump 0.5 117 0 0 0% 0

NA 0 0% 0

Total 4.8


31,368 kwh per year






D. Sewer Treatment


Pump Out Events -$

Cost per Event -$















Interest rate 5% *


All costs 36,562$








Flow - gpd




Total Operating

HP

% in

Operation

Total HP in

operation





Grinder Pump 0.5 127 0 0 0% 0

NA 0 0% 0

Total 5.1


33,328 kwh per year






D. Sewer Treatment


Pump Out Events -$

Cost per Event -$















Interest rate 5% *


All costs 39,188$






Forcemain 2" 12,501 LF $31.14 $389,281.14

Forcemain 6" 512 LF $40.40 $20,684.80

Lift Station-Small 6 LF $25,000.00 $150,000.00

Lift Station-Large 1 LF $60,000.00 $60,000.00


Step System 103 LS $6,000.00 $618,000.00

Subtotal $1,237,965.94


Total $1,361,762.53





Forcemain 2" 16,976 LF $31.14 $528,632.64

Forcemain 6" 1,072 LF $40.40 $43,308.80

Lift Station-Small 0 LF $25,000.00 $0.00

Lift Station-Large 0 LF $60,000.00 $0.00


Step System 110 LS $6,000.00 $660,000.00

Subtotal $1,391,941.44


Total $1,531,135.58







OCTOBER, 2015



Forcemain 2" 22,301 LF $31.14 $694,453.14

Forcemain 6" 0 LF $40.40 $0.00


Lift Station-Large 0 LF $60,000.00 $0.00


Step System 117 LS $6,000.00 $702,000.00

Subtotal $1,571,453.14


Total $1,728,598.45





Forcemain 2" 17,135 LF $31.14 $533,583.90

Forcemain 6" 0 LF $40.40 $0.00


Lift Station-Large 1 LF $60,000.00 $60,000.00


Step System 127 LS $6,000.00 $762,000.00

Subtotal $1,855,583.90


Total $2,041,142.29







Assumptions





Flow - gpd




Total Operating

HP

% in

Operation

Total HP in

operation




Step System 1 103 0 0 0% 0

Grinder Pump 0.5 0 0 0 0% 0

NA 0 0% 0

Total 4.5


29,407 kwh per year






D. Sewer Treatment


Pump Out Events 103$

Cost per Event 150$


Annualized Septic Cleaning Cost 5,150$




Sewer Treatment 5,150$ per year



STEP Pump 27,398$ per year






Interest rate 5% *


All costs 37,362$


Cost Estimate for Camelot Sewer District

Option 3 (STEP System) - Zone 1





Flow - gpd




Total Operating

HP

% in

Operation

Total HP in

operation




Step System 1 110 0 0 0% 0


NA 0 0% 0

Total 3.75


24,506 kwh per year






D. Sewer Treatment



Cost per Event 150$











Small Pump -$ per year

Master Pump 220$ per year



Interest rate 5% *


All costs 38,008$








Flow 1,920 gpd




Total Operating

HP

% in

Operation

Total HP in

operation




Step System 1 117 0 0 0% 0


NA 0 0% 0

Total 4.2


27,447 kwh per year






D. Sewer Treatment



Cost per Event 150$















Interest rate 5% *


All costs 41,819$








Flow - gpd




Total Operating

HP

% in

Operation

Total HP in

operation




Step System 1 127 0 0 0% 0


NA 0 0% 0

Total 2.1


13,723 kwh per year






D. Sewer Treatment



Cost per Event 150$















Interest rate 5% *


All costs 42,576$





Camelot Estates Connection QUANTITY UNIT UNIT COST TOTAL

Forcemain 2" 14,661 LF 31.14$ $456,543.54

Lift Station-Small 6 LS 25,000.00$ $150,000.00

Grinder Pump 96 LS 6,000.00$ $576,000.00

Subtotal $1,182,543.54

12% Engineering $141,905.22


Total $1,456,893.64




Plant 1 QUANTITY UNIT UNIT COST TOTAL

Treatment Plant 1 LS 310,000.00$ 310,000.00

Concrete Tanks 35,000 Gal 2.75$ 96,250.00

Forcemain 2" and 4" 20,784 LF 31.14$ 647,213.76

Small Lift Station 8 EA 25,000.00$ 200,000.00

Grinder Pump 126 EA 6,000.00$ 756,000.00

Subtotal $2,009,463.76

12% Engineering Cost $241,135.65


Total $2,475,659.35


Operation and Maintaining 47,156.35

Present Worth 587,672.38




Forcemain 2" and 4" 10,207 LF 31.14$ 317,845.98

Small Lift Station - EA 25,000.00$ -

Grinder Pump 89 EA 6,000.00$ 534,000.00

Subtotal $1,143,095.98



Total $1,408,294.25







October 2015





Forcemain 2" and 4" 1,623 LF 31.14$ 50,540.22


Grinder Pump 13 EA 6,000.00$ 78,000.00

Subtotal $353,540.22



Total $435,561.55







Forcemain 2" and 4" 6,873 LF 31.14$ 214,025.22


Grinder Pump 15 EA 6,000.00$ 90,000.00




Total $651,759.07







Forcemain 2" and 4" 7,805 LF 31.14$ 243,047.70

Small Lift Station 2 EA 25,000.00$ 50,000.00

Grinder Pump 29 EA 6,000.00$ 174,000.00




Total $783,302.77






Total Present Worth 1,690,448.19



Unit power cost $0.095 per kwh

Labor cost $65.00 per hour

Flow 11,000 gpd



Equipment HP # Installed # Operating Total Operating HP % in Operation Total HP in operation


Grinder Pumps 0.5 96 0 0 100% 0

Total 3.6


23,526 kwh per year

Annual power cost $2,234.96


Labor Costs Grounds Maintenance $1,500.00 per year

Testing Costs $0.00 per year

Maintenance Costs Total $1,500.00

D. Sewer Treatment

Septic Tank Volume 0 gallons

Pump Out Events -

Cost per Event $150.00

Pump Interval 3.00 years

Annualized Septic Cleaning Cost $0.00


Power cost $2,234.96 per year

Maintenance Costs $1,500.00 per year

Sewer Treatment $0.00 per year

Annual total $3,734.96 per year


Grinder Pump $25,536.00 per year

Small Pump $3,600.00 per year

Master Pump $0.00 per year



Interest rate 5% *


All costs $32,870.96

All costs present worth $409,644.77





Flow 11,000 gpd




Treatment Plant 1 2 1 1 50% 0.5


Grinder Pumps 0.5 126 0 0 100% 0

Total 5.3


34,635 kwh per year



Labor Costs Grounds Maintenance $2,250.00 per year

Testing Costs $2,400.00 per year


D. Sewer Treatment

Septic Tank Volume 25000 gallons

Pump Out Events 1

Cost per Event $4,500.00









Grinder Pump $33,516.00 per year





Interest rate 5% *








Flow 11,000 gpd






Grinder Pumps 0.5 89 0 0 100% 0

Total 0.5


3,267 kwh per year

Annual power cost $310.41


Labor Costs Grounds Maintenance $250.00 per year



D. Sewer Treatment

Septic Tank Volume 18,000 gallons

Pump Out Events 1





Power cost $310.41 per year





Grinder Pumps $23,674.00 per year

Small Pump $0.00 per year




Interest rate 5% *








Flow 11,000 gpd






Grinder Pumps 0.5 13 0 0 100% 0

Total 0.5


3,267 kwh per year






D. Sewer Treatment


Pump Out Events 1















Interest rate 5% *


All costs $7,030.41






Flow 11,000 gpd






Grinder Pumps 0.5 15 0 0 100% 0

Total 0.5


3,267 kwh per year






D. Sewer Treatment


Pump Out Events 1















Interest rate 5% *


All costs $7,562.41






Flow 11,000 gpd






Grinder Pumps 0.5 29 0 0 20% 0

Total 1.7


11,109 kwh per year






D. Sewer Treatment


Pump Out Events 1















Interest rate 5% *




Appendix A Census Data

Camden County Data

Years Total Population

Total Housing Units

Occupied Housing Units

Vacant Housing Units

Vacant for Seasonal, recreational or occasional use

Average size of Owner Occupied

1980 20,017 16,945

1990 27,495 25,662 11,305 14,357 12,372 2.43

2000 37,051 33,470 15,779 17,691 15,444 2.31

2010 44,002 41,183 19,068 22,115 17,714 2.25

65020 Zip Code Data

Years Total

Population Total Housing

Units Occupied

Housing Units Vacant

Housing Units Vacant for Seasonal,

recreational or occasional use Average size of

Owner Occupied

1980

1990 8,457 5,275 3,438 1,837

2000 12,135 7,446 4,897 2,549 2,063 2.39

2010 14,286 9,927 5,920 4,007 2,929 2.38

Appendix B Existing System Flow & Rainfall Data

Month/Year Average Day Flow Rainfall Rainfall

Gallons per Day Data Data

(Camdenton) (Camdent Co)

January 2011 34,853 0.42

February 2011 60,440 5.13

March 2011 42,500 4.33

April 2011 105,598 4.57

May 2011 61,150 7.24

June 2011 72,557 4.19

July 2011 76,120 1.54 3.58

August 2011 76,315 5.95 5.93

September 2011 74,584 1.43 2.07

October 2011 73,112 1.37 1.77

November 2011 64,551 4.13 5.17

December 2011 51,551 2.45 3.05

2011 Average Day 66,111 3 4

January 2012 53,566 0.73 0.93

February 2012 42,460 1.48 1.97

March 2012 90,341 3.73 4.88

April 2012 36,480 6.85 6.14

May 2012 31,760 1.96 1.07

June 2012 53,120 0.2 0.95

July 2012 70,658 0.69 1.09

August 2012 67,542 2.49 2.72

September 2012 79,871 3.62 2.24

October 2012 52,505 2.14 3.13

November 2012 52,505 0.81 0.95

December 2012 41,537 0.33 2

2012 Average Day 56,029 2 2

January 2013 53,475 2.25 3.5

February 2013 43,633 1.95 4.05

March 2013 48,310 3.3 5.63

April 2013 63,388 6.08 6.17

May 2013 72,117 2.67 3.03

June 2013 85,982 2.91 5.35

July 2013 64,173 1.61 3.01

August 2013 85,534 7.95 12.92

September 2013 81,462 1.45 2.18

October 2013 4.45 3.58

November 2013 68,740 1.45 1.73

December 2013 46,605 1.12 2.43

2013 Average Day 64,856 3 5

January 2014 55,457 0.22 1.21

February 2014 49,560 0.48 0.71

March 2014 34,868 0.97 1.3

April 2014 44,116 3.21 3.93

May 2014 43,560 2.4 3.28

June 2014 51,420 3.69 2.07

July 2014 82,742 2.01 1.7

August 2014 73,442 3.36 1.44

September 2014 52,780 2.73

October 2014 57,816 3.73 4.26

November 2014 1.5

December 2014 46,605 1.24

2014 Average Day 53,851 2 2

Appendix C Flow Calculations

Existing Plant Capacity

Existing Camelot Estates Wastewater Treatment Plant Capacity is 187,500 gallons per day according to NPDES Permit No. MO-0133817.

Existing Plant Utilization

Average day flow since 2011 = 60,212 gallons per day Average day flow Summer Months = 71,634 gallons per day Average day flow Maximum Month = 81,228 gallons per day Total Connections to existing system = 403 Average daily flow per connection Average Day = 149 gallons per day per connection Average Day Summer Months = 178 gallons per day per connection Average Maximum Month = 202 gallons per day per connection

Available Capacity

Based on total capacity of 187,500 gallons per day Average Day = 187,500 – 60,212 = 127,288 gallons per day Average Day Summer Months = 187,500 – 71,634 = 115,866 gallons per day Average Day Maximum Month = 187,500 – 81,228 = 106,272 gallons per day

Availability for New Units

Assumptions: Use average day maximum month usage = 81,228, availability = 106,272 Average use per connection = 250 gallons per day per unit Availability for new units = 106,272/250 = 425 new units

Appendix D Hydraulic Calculations

Hydraulic calculations are based on a 1 HP grinder or STEP pump at each house. Figure 1x shows a

schematic of a typical connection of force main from houses to a lift station or treatment plant. Table 3x

shows the data and calculations to find the Total Dynamic Head (TDH) for the connection system. The

data shows the lower number of pumps on, the higher head needed to pump to a lift station or treatment

plant. Figure 2x shows pump curve for an e/one model DH071 and system curve for each section as pumps

are added. The step pump curve represents the pumps ability to cover a wide range of head needed. The

assumed static head of 140 feet is the worst case from lake elevation to the 800 foot contour.

Figure 1 – Typical Forcemain connection to Pump Station or Treatment Plant

0

20

40

60

80

100

120

140

160

180

200

0 2 4 6 8 10 12 14 16 18 20

He

ad (

Fee

t)

Flow (GPM)

Section 2

Section 3

Section 4

Section 1

Pump Curve

Figure 2 – DH071 Pump and System Curve

Table 1 – Head Calculation for typical Forcemain section

Pipe type PVC

C 130

SDR 21

Taget Staic

Head138 Feet

SectionConnected to

Section

Number of Pumps

in Section

Accum.

Pumps in

Section

Gal/Day

Per Pump

max flow

per

pump

# of

Simultanous

pumps

Max Flow Pipe Size AreaMax

Velocity

Length of

Main This

section

SDR ID

Friction

Loss

Factor

(ft/100ft)

Friction

Loss This

section

Accum

Friction

Loss

Minimum

Pump

Elevation

Max

Main

Elevation

Static

Head

Total

Dynamic

Head

1 2 1 1 250 9 1 9 1.25 1.0 2.87 120 21 1.13 4.12 4.94 62.59 662 800 140 202.6

2 3 2 3 9 2 18 1.5 1.4 3.99 240 21 1.36 6.13 14.70 57.64 662 800 140 197.6

3 4 6 9 9 3 27 2 2.6 3.37 720 21 1.81 3.20 23.05 42.94 662 800 140 182.9

4 Area Lift Station 9 18 9 4 36 2.5 4.0 2.87 1080 21 2.26 1.84 19.89 19.89 662 800 140 159.9

Appendix E Detailed Cost Estimates

6" FORCEMAIN PER 100 LINEAR FEET QUANTITY UNIT UNIT COST TOTALForcemain 100 LF $17.00 $1,700.00Rock Excavation 9 CY $200.00 $1,800.00Compacted Granular Backfill 12 CY $15.00 $173.10Subtotal $3,673.1010% Contingencies $367.31Total $4,040.41Cost per Linear Foot $40.40

2"-4" FORCEMAIN PER 100 LINEAR FEET QUANTITY UNIT UNIT COST TOTALForcemain 100 LF $15.00 $1,500.00Rock Excavation 6 CY $200.00 $1,200.00Compacted Granular Backfill 9 CY $15.00 $130.50Subtotal $2,830.5010% Contingencies $283.05Total $3,113.55Cost per Linear Foot $31.14

8" GRAVITY SEWER PER 300 LINEAR FEET QUANTITY UNIT UNIT COST TOTALPVC Sewer Main 300 LF $26.00 $7,800.00Rock Excavation 44 CY $200.00 $8,800.00Compacted Granular Backfill 39 CY $15.00 $585.75Manhole 1 EA $3,000.00 $3,000.00Subtotal $20,185.7510% Contingencies $2,018.58Total $22,204.33Cost per Linear Foot $74.01

Assumptions1. This Cost Estimate does not include Engineering or Easement Acquisition.2. This Cost Estimate is based on 36" pipe cover.

ENGINEER'S COST ESTIMATE

CAMDEN COUNTY, MISSOURIJULY 2, 2015



8 East Main Street 530A East Independence Drive 44 Camden Court SE/PO Box 1138 737 Rudder Road Wentzville, Missouri 63385 Union Missouri 63084 Camdenton, MO 65020 Fenton, Missouri 63026 Telephone: 636-332-4574 Telephone: 636-584-0540 Telephone: 573-525-0299 Telephone: 314-842-4033 Fax: 636-327-0760 Fax: 636-584-0512 Fax: 573-525-0298 Fax: 314-842-5957 www.cochraneng.com

Appendix F Parcel Inventory – Expansion Area

# OWNER ADDRESS CITY STATE ZIP PARCEL # LOT # ELEVATION COMMENTS

1 David & Glenda McFarland PO Box 8604 Tucson AZ 85738 132.003.0000.0001028.000 11,12 N/A VACANT GIS Shot 01

2 Robert & Brenda Koelling 529 Buckingham Dr Camdenton MO 65020 132.003.0000.0001027.000 10 923 NO PERMISSION-SHOT FROM RD

3 Lawrence & Alyce Vitor 629 Buckingham Dr Camdenton MO 65020 132.003.0000.0001026.000 9 927 GIS Shot 03

4 Lawrence & Alyce Vitor 629 Buckingham Dr Camdenton MO 65020 132.003.0000.0001030.000 8 921 GIS Shot 04

5 Timothy & Rebecca Bartlett 641 Buckingham Dr Camdenton MO 65020 132.003.0000.0001023.000 7 925 GIS Shot 05

6 Gerald & Janet Duvall 32168 Branch Ave Warsaw MO 65355 132.003.0000.0001021.000 5,6 883 GIS Shot 06

7 William & Olivia Cassidy 1208 Bear Paw Camdenton MO 65020 132.003.0000.0001032.000 4 893 GIS Shot 07

8 Scott & Erin Ridenour 1244 Bear Paw Camdenton MO 65020 132.003.0000.0001031.000 3 897 GIS Shot 08

9 J Richard & Karen Brown PO Box 74 Camdenton MO 65020 132.003.0000.0001029.000 2 891 GIS Shot 08

10 James & Rita Schapiro 1393 Bear Paw Camdenton MO 65020 132.003.0000.0001020.000 1 879 GIS Shot 09

11 Ronald & Verlin Clayton PO Box 486 Camdenton MO 65020 132.003.0000.0001022.000 13 971 GIS Shot 10

12 Susan Deere 66 Bear Paw Circle Camdenton MO 65020 078.034.0000.0006013.000 803 GIS Shot 12

13 James & Rita Schapiro 1393 Bear Paw Camdenton MO 65020 078.034.0000.0006012.000 885 GIS Shot 16

14 Elizabeth Blansett PO Box 102 Kaiser MO 65047 078.034.0000.0006013.001 903 GIS Shot 17

15 Kyle & Cassandra Labrue 4376 Ski Dr Osage Beach MO 65065 078.034.0000.0002012.002 878 GIS Shot 18

16 James & Barbara Dodd 1565 Bear Paw Rd. Camdenton MO 65020 078.034.0000.0006011.000 902 GIS Shot 19

17 Stephanie Brady PO Box 186 Camdenton MO 65020 078.034.0000.0006011.001 802 GIS Shot 20

18 Larry & Trustee Harkrader 1908 E 58 Hwy Raymore MO 64083 078.034.0000.0006009.000 N/A VACANT

19 Terry & Sidney Warman 2020 S State Hwy 5 Camdenton MO 65020 078.034.0000.0006008.000 N/A VACANT

20 n/a NO INFORMATION AVAILABLE

21 James & Denise Schnable 140 Bear Paw Circle Camdenton MO 65020 078.034.0000.0006019.000 5,6 690 GIS Shot 22

22 Robert Luedde PO Box 1735 Camdenton MO 65020 078.034.0000.0006020.002 4 694 GIS Shot 23

23 Pamela Eilenstine 160 Bear Paw Circle Camdenton MO 65020 078.034.0000.0006020.001 3 695 GIS Shot 24

24 Mark & Gaylene Hogue 305 E Park St. Weeping Water NE 68463 078.034.0000.0006020.003 pt 2 694 GIS Shot 25

25 Mark & Debra Grosche 1939 Edgemont Arnold MO 63010 078.034.0000.0006020.000 1/pt 2 692 GIS Shot 26

26 Lucinda Grace Weisenfelder 247 Galahad Lane Camdenton MO 65020 078.034.0000.0006017.000 7,8 693

27 Robert Luedde PO Box 1735 Camdenton MO 65020 078.034.0000.0006017.004 9, pt 10 N/A GARAGE

28 Pamela Eilenstine 160 Bear Paw Circle Camdenton MO 65020 078.034.0000.0006017.001 pt 10 N/A GARAGE

29 Mark & Gaylene Hogue 305 E Park St. Weeping Water NE 68463 078.034.0000.0006017.002 11 N/A GARAGE

30 Mark & Debra Grosche 1939 Edgemont Arnold MO 63010 078.034.0000.0006017.003 12 N/A GARAGE

31 Michael & Carole Hart 501 Spring Meadow Dr Manchester MO 63011 078.034.0000.0006018.000 767 GIS Shot 31

32 Scott Mullin 1632 Bear Paw Camdenton MO 65020 078.034.0000.0006016.000 828 GIS Shot 27

33 Irene Francis PO Box 147 Macks Creek MO 65786 078.034.0000.0006016.001 823 GIS Shot 28

34 Michael & Carole Hart 501 Spring Meadow Dr Manchester MO 63011 078.034.0000.0006001.001 839 GIS Shot 29

35 David & Bonnie O'Connell 180 Boyd Camdenton MO 65020 078.034.0000.0006002.000 13-18 N/A VACANT

36 Winter Hawk LLC 180 Boyd Camdenton MO 65020 078.034.0000.0006003.000 19-22 N/A VACANT

37 Winter Hawk LLC 180 Boyd Camdenton MO 65020 078.034.0000.0006004.000 19-22 N/A VACANT

38 John & Cheryl Hirsch 125 Forest Dr Eureka MO 63025 078.034.0000.0002017.002 pt 1,2 794 VACANT

39 Jeff Hirsch 4601 Coleman Rd Villa Ridge MO 63089 078.034.0000.0002017.008 pt 1,2 767 GIS Shot 31

40 John & Lisa Seward 196 Bent Rd Camdenton MO 65020 078.034.0000.0002017.001 pt 2 712 GIS Shot 32

41 John & Cheryl Hirsch 125 Forest Dr Eureka MO 63025 078.034.0000.0002017.007 C N/A VACANT

42 Robert & Susan Neff 1756 Bear Paw Camdenton MO 65020 078.034.0000.0002017.004 pt 1 829 GIS Shot 35

43 Thomas & Michelle Myler 1363 Sprindrifter Camdenton MO 65020 078.034.0000.0002017.005 pt 1 834 GIS Shot 36

44 Gail Routh 1798 Bear Paw Camdenton MO 65020 078.034.0000.0002017.000 E 828 GIS Shot 37

45 Laura Hull 1798 Bear Paw Camdenton MO 65020 078.034.0000.0002017.006 pt 2 828 GIS Shot 37

46 Winter Hawk LLC 180 Boyd Camdenton MO 65020 078.034.0000.0002016.000 29 N/A VACANT

47 Jan Washington 1793 Bear Paw Camdenton MO 65020 078.034.0000.0002015.000 28 793 GIS Shot 52

48 Richard & Cheryl Butler 154 Washington Heights Dr. Camdenton MO 65020 078.034.0000.0002014.000 27 N/A NO PERMISSION

48 Richard & Cheryl Butler 1363 Arbor View Dr. N Fort Meyers FL 33917 078.034.0000.0002014.000 27 N/A NO PERMISSION

49 John & Linda Radcliffe 5349 Itaska St St. Louis MO 63109 078.034.0000.0002013.000 782 GIS Shot 39

50 Eric Davis 155 Seclusion Dr Camdenton MO 65020 078.034.0000.0002011.000 24,25,pt26 827 GIS Shot 37

1 of 14


51 Susan Perrin 1317 W Lockwood Ave St. Louis MO 63122 078.034.0000.0002020.000 pt 3,4 828 GIS Shot 40

52 Kent Perrin 1317 W Lockwood Ave St. Louis MO 63122 078.034.0000.0002020.002 pt 3,4 829 VACANT

53 Lloyd D Lowrance 160 Broadview Rd Camdenton MO 65020 078.034.0000.0002023.001 pt 5 N/A NO PERMISSION

54 Thomas & Penny Akers 213 S 5th St DeSoto MO 63020 078.034.0000.0002023.000 pt 5 N/A VACANT

55 Fermen & Patricia Espinoza PO Box Q Waynesville MO 65583 078.034.0000.0002023.003 pt 5 N/A VACANT

56 Lloyd D Lowrance 160 Broadview Rd Camdenton MO 65020 078.034.0000.0002024.000 pt 5 697 GIS Shot 41

57 Thomas & Penny Akers 213 S 5th St DeSoto MO 63020 078.034.0000.0002023.002 pt 5 688 GIS Shot 42

58 Ronald & Patricia Hanephin 114 Brock Rd Eureka MO 63025 078.034.0000.0002025.000 pt 5 690 GIS Shot 43

59 Falcon Land LLC 2610 N Eastgate Springfield MO 65803 078.034.0000.0002026.000 pt 5 690 58&59 Share a tank

60 George & Juli Theis 232 Vista Point Rd Camdenton MO 65020 078.034.0000.0002027.001 pt 6 769 GIS Shot 46,47.48

61 Harvey & Phyllis Finders 3202 S 12th St., #5 Marshalltown IA 50158 078.034.0000.0002027.002 pt 6 767 GIS Shot 49

62 The Horizon Condo Owners PO Box 568 Sunrise Beach MO 65079 078.034.0000.0002027.000 pt 6 699 GIS Shot 45

63 Horizons On The Lake 11 Windsors Lane St. Louis MO 63122 078.034.0000.0002027.003 1,2 705 NO SHOT

64 Rodney Carson 7629 W 148th Terr Overland Park KS 66223 078.034.0000.0002030.000 8,pt 9 722 GIS Shot 76

65 Craig & Laureen Ryan 104 Aqua View Dr Camdenton MO 65020 078.034.0000.0002031.000 7,8 723 GIS Shot 74

66 Michael & Alisa Smith 2607 E Madison Ave Des Moines IA 50317 078.034.0000.0002032.000 6,7,8 735 GIS Shot 77

67 Ira & Sandy Wise 130 Aqua View Dr Camdenton MO 65020 078.034.0000.0002033.000 5,7,8 714 GIS Shot 78

68 Harry Baldwin 144 Aqua View Dr Camdenton MO 65020 078.034.0000.0002034.000 4 708 GIS Shot 79

69 Donald & Lori Erisman 4512 NE Webster Dr Lees Summit MO 64064 078.034.0000.0002035.001 3 715 GIS Shot 80

70 William & Ashley Durbin 174 Aqua View Dr. Camdenton MO 65020 078.034.0000.0002035.000 2 675 GIS Shot 81

71 William & Ashley Durbin 174 Aqua View Dr. Camdenton MO 65020 078.034.0000.0002036.000 1 715 VACANT

72 Wayne & Linda Mitchell 1208 Waters Edge Rd Champaign IL 61822 078.034.0000.0002044.000 1 697 GIS Shot 447

73 Kevin & Nancy Meyer 100 Angel Falls Dr. Festus MO 63028 078.034.0000.0002045.000 2 693 GIS Shot 446

74 Barton & Debbie Howe 497 Vista Point Rd Camdenton MO 65020 078.034.0000.0002047.003 3 694 GIS Shot 445

75 Dale & Rose Dickhans 485 Vista Point Rd Camdenton MO 65020 078.034.0000.0002047.000 4 688 GIS Shot 444

76 Dennis Dwyer 3449 Hyde Park Dr Clearwater FL 33761 078.034.0000.0002047.004 5 688 VACANT

77 William & Ashley Durbin 174 Aqua View Dr. Camdenton MO 65020 078.034.0000.0002037.000 2 N/A VACANT

78 Donald & Lori Erisman 4512 NE Webster Dr Lees Summit MO 64064 078.034.0000.0002037.001 3 N/A VACANT

79 Harry Baldwin 144 Aqua View Dr Camdenton MO 65020 078.034.0000.0002038.000 4 N/A VACANT

80 Ira & Sandy Wise 130 Aqua View Dr Camdenton MO 65020 078.034.0000.0002039.000 5 N/A VACANT

81 Michael & Alisa Smith 2607 E Madison Ave Des Moines IA 50317 078.034.0000.0002040.000 6 N/A VACANT

82 Craig & Laureen Ryan 104 Aqua View Dr Camdenton MO 65020 078.034.0000.0002041.000 7 N/A VACANT

83 Michael & Alisa Smith 2607 E Madison Ave Des Moines IA 50317 078.034.0000.0002028.000 7,8,9 767 VACANT

84 Elizabeth Bridges 273 Vista Point Rd Camdenton MO 65020 078.034.0000.0002043.001 pt 9 773 VACANT

85 Donald & Elizabeth Bridges 273 Vista Point Rd Camdenton MO 65020 078.034.0000.0002042.000 pt 9 770 GIS Shot 51

86 Thomas & Bernice Smith 838 Hwy AT Villa Ridge MO 63089 078.034.0000.0002043.000 pt 9 N/A VACANT

87 Gerald & De Etta Wancewicz 4714 S 53rd St Omaha NE 68117 078.034.0000.0002051.000 W 7 702 WWTP W/GRINDERS, GIS Shot 448

88 Gerald & De Etta Wancewicz 4714 S 53rd St Omaha NE 68117 078.034.0000.0002049.000 E 7 670 WWTP W/ GRINDERS

89 Gerald & De Etta Wancewicz 4714 S 53rd St Omaha NE 68117 078.034.0000.0002047.001 pt 5,6,pt road 670 WWTP W/ GRINDERS

90 Kevin's Cove Landowners Assoc 078.034.0000.0002050.000 easement 691 GIS Shot 443

91 Cub Cove Home Owners Assoc PO Box 268 Bland MO 65014 078.034.0000.0002066.000 easement 670 WWTP W/ GRINDERS

92 Karl Odenwald 7404 Nottingham St. Louis MO 63119 078.034.0000.0002059.000 1 N/A VACANT

93 Karl Odenwald 7404 Nottingham St. Louis MO 63119 078.034.0000.0002057.004 2 N/A VACANT

94 Ralph & Jill Oakley 2380 Fairoyal Des Peres MO 63131 078.034.0000.0002068.000 3 N/A NO PERMISSION

95 Margaret Kerstann 21319 Penshore Place Lane Katy TX 77450 078.034.0000.0002069.000 4 670 On Cub Cove WWTP

96 Craig Bischof 150 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002057.003 5 670 On Cub Cove WWTP

97 Ordean & Joann Burud 164 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002057.002 6, pt 7 670 On Cub Cove WWTP

98 Jerry Laughlin 232 Meadowbrook Country CirBallwin MO 63011 078.034.0000.0002057.009 pt 7, pt 8 670 On Cub Cove WWTP

99 Bank of Versailles PO Box 29 Versailles MO 65084 078.034.0000.0002057.008 pt 8 670 On Cub Cove WWTP

100 Robert & Regina Bair 50 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002057.007 pt 8 670 On Cub Cove WWTP

101 Everett Goodman 99 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002057.006 pt 8 670 On Cub Cove WWTP

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102 Robert & Linda Howell 82 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002057.000 pt 8 670 On Cub Cove WWTP

103 Alan & Judith Burge 12812 W 76th Terr Shawnee KS 66216 078.034.0000.0002057.005 pt 8 670 On Cub Cove WWTP

104 Everett Goodman 99 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002058.000 9 670 On Cub Cove WWTP

105 Cub Cove Home Owners Assoc 078.034.0000.0002067.000 well lot 670 On Cub Cove WWTP

106 Robert & Linda Howell 82 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002052.003 pt A 670 On Cub Cove WWTP

107 Robert & Regina Bair 50 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002052.000 pt A 670 On Cub Cove WWTP

108 Casey R Higginbotham 42 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002052.001 Pt A 670 On Cub Cove WWTP

109 Robert & Linda Howell 82 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002052.002 Pt A 670 On Cub Cove WWTP

110 Earl Salyers 43 Cub Cove Pt Camdenton MO 65020 078.034.0000.0002053.000 11 670 On Cub Cove WWTP

111 Don & Andrea Thomsen 4795 S Huron St Englewood CO 80110 078.034.0000.0002054.000 12 782 NO SHOT

112 Dennis & Pamela Karl PO Box 1086 Camdenton MO 65020 078.034.0000.0002055.000 2 685 NO SHOT

113 First Bank of the Lake 4558 Hwy 54 Ste.100 Osage Beach MO 65065 078.034.0000.0002055.001 1 787 GIS Shot 54

114 Donna & Donald Stauffer 7662 River Walk Ct St. Louis MO 63129 078.034.0000.0002056.000 3 704 NO PERMISSION

115 JG McKade LLC 8712 W Dodge Rd, Ste.400 Omaha NE 68144 078.034.0000.0002001.004 1 702 GIS Shot 59

116 Gary & Kathy Hendrix 170 Crescent Bluff Camdenton MO 65020 078.034.0000.0002001.005 2 702 GIS Shot 60

117 Timothy McDermott PO Box 759 Linn Creek MO 65052 078.034.0000.0002001.006 3 704 GIS Shot 61

118 Dale & Betty Hollenberg 28215 Robolini Ct Bonita Springs FL 34135 078.034.0000.0002001.007 4 705 GIS Shot 62

119 Carolyn Carnett 124 Crescent Bluff Camdenton MO 65020 078.034.0000.0002001.010 5 705 GIS Shot 63

120 Stephen & Kriste Galbreath 80 Crescent Bluff Camdenton MO 65020 078.034.0000.0002001.003 1 710 GIS Shot 58

121 Paul & Deborah O'Haro 2709 Woodberry Ct. Columbia MO 65203 078.034.0000.0002002.000 pt 16 743 GIS Shot 64

122 Barry & Karin Brambilla 35410 Hwy VV Eldridge MO 65463 078.034.0000.0002002.016 pt 16 692 GIS Shot 65

123 Thomas & Victoria Londquist 4232 Sunland Ct SE Cedar Rapids IA 52403 078.034.0000.0002002.007 pt 16,17 692 GIS Shot 66

124 Danny & Sara Jane Wall 202 Bever Lane SE Cedar Rapids IA 52403 078.034.0000.0002002.005 pt 16, 17 690 GIS Shot 67

125 Peter & Dacia Feit 117 Meadow Creek Ct Lexington IL 61753 078.034.0000.0002002.002 pt 17 694 GIS Shot 68

126 Elena Riggs 11711 W 109th Cir Overland Park KS 66210 078.034.0000.0002002.009 pt 17 682 GIS Shot 69

127 Jack & Carolyn Root 9631 Labette Dr St. Louis MO 63123 078.034.0000.0002002.003 pt 17 693 GIS Shot 70

128 Larry & Linda Lane 10323 St Joan Lane St. Ann MO 63074 078.034.0000.0002002.006 pt 17 691 GIS Shot 71

129 Norma Tomisch 10 Windjammer Ct Wildwood MO 63040 078.034.0000.0002002.001 pt 17 697 GIS Shot 72

130 Peter & Darcie Feit 117 Meadow Creek Ct Lexington IL 61753 078.034.0000.0002002.010 1 690 GIS Shot 73

131 Thomas & Victoria Londquist 4232 Sunland Ct SE Cedar Rapids IA 078.034.0000.0002002.014 2 N/A VACANT

132 Peter & Darcie Feit 117 Meadow Creek Ct Lexington IL 61753 078.034.0000.0002002.015 3 N/A VACANT

133 Joel & Stacey Maples 42 Lakeshire Dr Camdenton MO 65020 078.034.0000.0002001.009 5 N/A VACANT

134 Dale & Betty Hollenberg 28215 Robolini Ct Bonita Springs FL 34135 078.034.0000.0002001.008 4 N/A VACANT

135 Stephen & Kristen Galbreath 80 Crescent Bluff Camdenton MO 65020 078.034.0000.0002001.012 3 N/A VACANT

136 Stephen & Kristen Galbreath 80 Crescent Bluff Camdenton MO 65020 078.034.0000.0002001.000 1 N/A VACANT

137 Village of Summers Point 162 Crescent Bluff Camdenton MO 65020 078.034.0000.0002001.002 sewer N/A VACANT

138 Gerald & Tina Phillips 2284 Bear Paw Rd Camdenton MO 65020 078.034.0000.0002001.011 2 777 GIS Shot 56

139 John Ruppert 2305 Bear Paw Rd Camdenton MO 65020 078.034.0000.0002003.000 18 722 GIS Shot 57

140 Ralph Stonebraker 75 Stonebraker Dr Camdenton MO 65020 078.034.0000.0002004.000 19,20 685 NO PERMISSION

141 Kimberly Tyler 129 Stonebraker Dr Camdenton MO 65020 078.034.0000.0002007.000 pt 21 685 GIS Shot 58

142 Ralph Stonebraker 75 Stonebraker Dr Camdenton MO 65020 078.034.0000.0002008.000 pt 21 685 NO SHOT

143 Jeffrey & Angela Nickles 4006 Sunrise Heights Dr St. Louis MO 63129 078.034.0000.0002008.001 pt 21, 22 N/A UNABLE TO LOCATE

144 Larry Brand 8622 Oakview Dr Lenexa KS 66215 078.034.0000.0002009.000 pt 22 N/A NO PERMISSION

145 Fred & Carole Spawn 2103 Bear Paw Rd. Camdenton MO 65020 078.034.0000.0002010.000 pt 23 N/A VACANT

146 Steven & Peggy Lee 2101 Bear Paw Rd. Camdenton MO 65020 078.034.0000.0002010.001 pt 23 684 GIS Shot 210

147 Lorraine Peterson 837 Anthony Cove Rd Camdenton MO 65020 078.034.0000.0006005.000 pt 22 693 NO SHOT

148 none listed N/A NO INFORMATION AVAILABLE

149 Lorraine Peterson 837 Anthony Cove Rd Camdenton MO 65020 078.034.0000.0006006.000 pt 22, 31 702 GIS Shot 100

150 Larry Harkrader 1908 E 58 Hwy Raymore MO 64083 078.034.0000.0005001.000 32,33 696 GIS Shot 106

151 Martha Miller 1105 State St Collinsville IL 62234 078.034.0000.0005043.000 34,35 712 GIS Shot 99

152 Marilyn Kalna 1844 Center Dr High Ridge MO 63049 078.034.0000.0005042.000 36,37 695 GIS Shot 98

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153 Craig & Beth Ann Stewart 500 Spring Glen Dr Ballwin MO 63021 078.034.0000.0005041.000 38 690 GIS Shot 97

154 William & Shannon McCane 19322 E 13th St North Independence MO 64056 078.034.0000.0005040.000 39 688 GIS Shot 96

155 Herbert & Martha Williams 100 Betty Jean Lane St. Louis MO 63125 078.034.0000.0005039.000 40 697 GIS Shot 95

156 Albert & Glenda Stemmler 663 Anthony Cove Rd Camdenton MO 65020 078.034.0000.0005038.000 41 688 GIS Shot 94

157 John & Paula Ivanowski 216 Nelda Ave St. Louis MO 63122 078.034.0000.0005037.000 42 679 GIS Shot 93

158 Paul & Gaye Pence 3 Windsor Lane Kirkwood MO 63122 078.034.0000.0005036.000 43 682 GIS Shot 92

159 Keith & Anne Wilson 609 Anthony Cove Rd Camdenton MO 65020 078.034.0000.0005035.000 44 678 GIS Shot 91

160 Walter & Julia Parks 2751 S Glendale Springfield MO 65804 078.034.0000.0005034.000 45 679 GIS Shot 190

161 White Blaze Landowners Assoc PO Box 250 Camdenton MO 65020 078.034.0000.0005028.000 20 Esmt N/A VACANT

162 ACME Land & Cattle, LLC 1420 W Elm St. Lebanon MO 65536 078.034.0000.0005033.000 22,23 N/A VACANT

163 Albert Stemmler 663 Anthony Cove Rd Camdenton MO 65020 078.034.0000.0005032.000 24 N/A VACANT

164 Richard Williams 3667 E Lake View Dr House Springs MO 63051 078.034.0000.0005031.000 25 N/A VACANT

165 Craig & Beth Ann Stewart 500 Spring Glen Dr Ballwin MO 63021 078.034.0000.0005030.000 26,27,28,29 N/A VACANT

166 Walter & Julia Parks 2751 S Glendale Springfield MO 65804 078.034.0000.0005029.000 21,30 N/A VACANT

168 Les & Lynn Clarkson 8604 Ochard Liberty MO 64068 078.034.0000.0005027.000 19 N/A VACANT

169 Albert & Tammy Januszewski PO Box 1038 Linn Creek MO 65052 078.034.0000.0005026.000 53 N/A VACANT

170 White Blaze Landowners Assoc PO Box 250 Camdenton MO 65020 078.034.0000.0005025.000 55 Esmt N/A VACANT

171 Rick & Alma Escobedo 12164 N State Hwy 5 Sunrise Beach MO 65079 132.003.0000.0001006.000 57,59,61 719 VACANT

172 Rick & Alma Escobedo 12164 N State Hwy 5 Sunrise Beach MO 65079 132.003.0000.0001010.000 64 669 VACANT

173 Maria Luz & Lucy Long 830 Malibu Rd Osage Beach MO 65065 132.003.0000.0001009.000 60,62 694 VACANT

174 Rick & Alma Escobedo 12164 N State Hwy 5 Sunrise Beach MO 65079 132.003.0000.0001007.000 56,58 715 NO SHOT

175 Rick & Alma Escobedo 12164 N State Hwy 5 Sunrise Beach MO 65079 078.034.0000.0005024.000 54 N/A VACANT

176 Regina Allison 29 Brentwill Blvd. Linn Creek MO 65052 078.034.0000.0005023.000 18,52 N/A VACANT

177 White Blaze Landowners Assoc PO Box 250 Camdenton MO 65020 078.034.0000.0005016.000 46,47,48 N/A VACANT

178 David Laninga 4902 Glass Mountain Dr Killeen TX 76542 078.034.0000.0005022.000 17 N/A VACANT

179 Kathy Newberry 410 Anthony Cove Rd Camdenton MO 65020 078.034.0000.0005019.000 16 N/A VACANT

180 Wells Fargo Bank 1661 Worthington Rd, #100 W. Palm Beach FL 33409 078.034.0000.0005018.000 15,pt 16 N/A VACANT

181 White Blaze Landowners Assoc PO Box 250 Camdenton MO 65020 078.034.0000.0005017.000 Esmt N/A VACANT


183 James Phelps 60 Bermuda Dr Camdenton MO 65020 078.034.0000.0005013.000 50 N/A UNABLE TO LOCATE

184 Gary & Marsha Loeffler 14797 Jasmine Dr Birmingham IA 52535 078.034.0000.0005014.000 49 N/A VACANT

185 Phillip & Kathryn Jones 420 Square Wheel Ranch Rd Macks Creek MO 65786 078.034.0000.0005015.000 14,51 N/A VACANT

186 Robert Kuches 832 Harvest Rd Camdenton MO 65020 078.033.0000.0007009.000 13 N/A VACANT

187 Robert Kuches 832 Harvest Rd Camdenton MO 65020 078.033.0000.0007010.000 pt 33 N/A VACANT

188 Herbert & Myrtle Laeger 663 Anthony Cove Rd Camdenton MO 65020 078.034.0000.0005021.000 pt tr 1 N/A VACANT


190 James Phelps 60 Bermuda Dr Camdenton MO 65020 078.034.0000.0005011.000 11,12 688 VACANT

191 James Phelps 60 Bermuda Dr Camdenton MO 65020 078.034.0000.0005010.000 10 675 NO SHOT

192 Clarissa Leasure 67 Bermuda Dr Camdenton MO 65020 078.034.0000.0005008.000 8,9 672 GIS Shot 89

193 Thatcher Alexander 26461 Rockville Rd Louisburg KS 66053 078.034.0000.0005007.000 7 675 GIS Shot 88

194 Larry & Jackie Schmidt 99 Bermuda Dr Camdenton MO 65020 078.034.0000.0005006.000 pt 6 672 GIS Shot 87

195 Steve Scarpellini 6021 Ozark Dr High Ridge MO 63049 078.034.0000.0005005.000 5, pt 6 668 GIS Shot 86

196 Tyler & Holly Dow 141 SE State Rte 13 Warrensburg MO 64093 078.034.0000.0005004.000 4 675 GIS Shot 85

197 James & Kathleen McKamely 3932 Nottingham Est Dr St. Louis MO 63129 078.034.0000.0005003.000 3 679 GIS Shot 84

198 James Friedmann 9777 Reavis Rd St. Louis MO 63123 078.034.0000.0005002.001 2 677 GIS Shot 83

199 James Friedmann 9777 Reavis Rd St. Louis MO 63123 078.034.0000.0005002.000 1 676 GIS Shot 82

200 Ronald Williams 1809 Debbie Dr High Ridge MO 63049 078.034.0000.0004008.001 pt A N/A NO PERMISSION

201 Robert & Teresa Cawthon 12350 Pinehurst Dr Kansas City KS 66109 078.034.0000.0004008.000 pt A N/A VACANT

202 Robert & Teresa Cawthon 12350 Pinehurst Dr Kansas City KS 66109 078.033.0000.0007011.000 pt A N/A VACANT

203 William Udell 4749 Via Carmen Naples FL 34015 078.034.0000.0004006.000 3,4,5,8 N/A VACANT

9,12,13 N/A VACANT

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204 Rothoves Landowners Assoc 078.034.0000.0004009.000 Esmt N/A VACANT

205 William Udell 4749 Via Carmen Naples FL 34015 078.034.0000.0004010.000 20 N/A VACANT

206 James & Elizabeth Reh 10764 Forest Circle Dr St. Louis MO 63128 078.034.0000.0004011.000 pt 18, 19 N/A VACANT

207 Terry Shewmake 20 Waterford Lane Glen Carbon IL 62034 078.034.0000.0004012.000 pt 18,17 N/A VACANT

208 David & Laurencine Parisotto 4343 Von Talge Rd St. Louis MO 63128 078.034.0000.0004014.000 16 N/A VACANT

209 Mary Udell 4749 Via Carmen Naples FL 34015 078.034.0000.0004005.000 14 704 NO SHOT

210 William Udell 4749 Via Carmen Naples FL 34015 078.034.0000.0004004.000 7,10,11,15 N/A VACANT

211 Jaqie Braden 33 Drop Off Dr Camdenton MO 65020 078.034.0000.0004003.001 6 684 NO SHOT

212 John & Ruth Ann Kenyon 1219 Hwy KK Osage Beach MO 65065 078.034.0000.0004003.000 1,2 671 GIS Shot 110,111

213 Richard & Mona Poole 1184 Live Oak Circle Port Charlotte FL 33948 078.034.0000.0004015.000 C 833 NO PERMISSION

214 Mary Beth Henson 122 Budt Rd Camdenton MO 65020 078.034.0000.0004016.000 pt D 688 NO SHOT

215 Mark & Pam Johnson 16131 Grover St Omaha NE 68130 078.034.0000.0004017.000 pt D 683 NO SHOT

216 Steven Milazzo 376 Niangua Shores Rd Camdenton MO 65020 078.034.0000.0004017.001 pt D N/A VACANT

217 Mark & Pam Johnson 16131 Grover St Omaha NE 68130 078.034.0000.0004001.001 pt D N/A VACANT

218 James Viviano 17119 Somerset Field Ct Chesterfield MO 63005 078.034.0000.0004040.000 13 683 GIS Shot 424

219 Larry & Janice Calkin PO Box 1468 Camdenton MO 65020 078.034.0000.0004001.008 12 693 GIS Shot 425

220 Jerome & Barbara Faw PO Box 484 Toluca IL 61369 078.034.0000.0004038.000 11 695 GIS Shot 426

221 Nails at the Lake 5842 S Farm Rd. 181 Springfield MO 65804 078.034.0000.0004037.000 10 694 Share the (427)

222 Beverly & Larry Mathes 12806 Goddard Overland Park KS 66213 078.034.0000.0004001.005 9 698 same tank

223 Kenneth & Bridget Green 832 Evergreen Forest Dr. St. Peters MO 63376 078.034.0000.0004001.004 8 698 Share the

224 Donald Willey 9802 Cottonwood Lane St. Louis MO 63119 078.034.0000.0004001.003 7 698 same tank

225 Donna Ann Lewis 1216 Queens Trail Lane Fenton MO 63026 078.034.0000.0004001.002 6 698 GIS Shot 429

226 Joseph & Judith Udell 329 SR-E Tunas MO 65764 078.034.0000.0004019.000 pt D N/A VACANT

227 Joseph & Judith Udell 329 SR-E Tunas MO 65764 078.034.0000.0004020.000 pt E, 12 682 GIS Shot 430

228 Richard & Ann Harmes 12419 Flint St Overland Park KS 66213 078.034.0000.0004022.000 D,pt E 682 GIS Shot 431

229 Myron & Helen Hassett 7578 Brookside Dr Hanover Park IL 60103 078.034.0000.0004022.001 C N/A VACANT

230 Edward & Mary Stovall PO Box 3577 Camdenton MO 65020 078.034.0000.0004023.000 B 669 GIS Shot 432

231 Philip Netemeyer 818 Villa Gran Way Fenton MO 63026 078.034.0000.0004023.001 A 667 GIS Shot 433

232 Susan Smith PO Box 754 Eureka MO 63025 078.034.0000.0004025.000 7 671 GIS Shot 434

233 Emil & Anne Blake 1407 Legacy Circle Fenton MO 63026 078.034.0000.0004026.000 6 676 GIS Shot 435

234 Emil & Anne Blake 1407 Legacy Circle Fenton MO 63026 078.034.0000.0004027.000 5 679 GIS Shot 436

235 Ronald & Jane Edwards 1973 W Finley River Dr. Nixa MO 65714 078.034.0000.0004028.000 4 683 GIS Shot 437

236 David & Mary Smith 14512 Appalachian Trl Chesterfield MO 63017 078.034.0000.0004029.000 3 674 GIS Shot 438

237 James & Margaret Smith 603 Niangua Shores Rd Camdenton MO 65020 078.034.0000.0004030.000 2 N/A UNABLE TO LOCATE

238 Bobby & Joan Austin PO Box 3019 Camdenton MO 65020 078.034.0000.0004031.000 1 N/A VACANT

239 Bobby & Joan Austin PO Box 3019 Camdenton MO 65020 078.034.0000.0004032.000 1 674 GIS Shot 439

240 Gary & Cheryl Hudson 773 Niangua Shores Camdenton MO 65020 078.034.0000.0004033.000 2 684 GIS Shot 440

241 Bradley & Cathy Pope 5959 Summerhedge Pl St. Louis MO 63128 078.034.0000.0004035.000 3,4 679 GIS Shot 441

242 Kevin & Gail Schinze 10 Gaboo Dr. Eldon MO 65026 078.034.0000.0004036.000 5 678 VACANT

243 Niangua Shores Homeowners 773 Niangua Shores Rd Camdenton MO 65020 078.034.0000.0004039.000 pt D,pt E N/A VACANT

244 Larry & Debra Owens 1494 Franklin Dr Linn Creek MO 65052 078.034.0000.0004018.000 pt D, E 678 GIS Shot 442

245 Niangua Shores Homeowners 7 Spences Trace Dr St. Peters MO 63376 078.034.0000.0004001.000 pt E N/A VACANT

246 Kevin & Gail Schinze 10 Gaboo Dr. Eldon MO 65026 078.034.0000.0004001.010 pt E N/A NO PERMISSION

247 Kevin & Gail Schinze 10 Gaboo Dr. Eldon MO 65026 078.033.0000.0007012.000 pt E N/A NO PERMISSION

248 Timothy Stout 1190 Harvest Rd Camdenton MO 65020 078.033.0000.0007001.000 pt E N/A VACANT

249 Edwin & Nancy Milburn 512 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001023.000 D N/A SHED ONLY

250 Murray Hill Property Owners 078.033.0000.0001024.000 Esmt 694 VACANT

251 James Noble 268 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001033.000 1 692 GIS Shot 25

252 James Noble 268 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001025.000 1 692 GIS Shot 25

253 James & Elaine Fiala 286 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001033.002 2 692 NO PERMISSION

254 James & Elaine Fiala 286 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001025.002 2 N/A NO PERMISSION

5 of 14


255 John & Kristine Olivarri 341 Carr Monor Ct Ballwin MO 63021 078.033.0000.0001033.001 3 828 GIS Shot 27

256 John & Kristine Olivarri 341 Carr Monor Ct Ballwin MO 63021 078.033.0000.0001025.001 3 N/A VACANT

257 Gunther & Joan McConnell 306 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001032.000 4 823 NO PERMISSION

258 Gunther & Joan McConnell 306 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001026.000 4 N/A GIS Shot 28

259 Andrew & Kellie Sears 16915 Pacland Ridge Dr. Chesterfield MO 63005 078.033.0000.0001031.000 5 N/A VACANT

260 Richard & Penelope Sabolik 5225 Seascape Ln Plano TX 75093 078.033.0000.0001027.000 5 839 GIS Shot 29

261 Robert Livingston 13215 E. Glen Creek Ct. Wichita KS 67203 078.033.0000.0001029.000 6,7 794 GIS Shot 30

262 Jeanine Livingston 8427 E Peppertree St. Wichita KS 67226 078.034.0000.0003010.000 6 794 GIS Shot 30

263 Robert Livingston 8427 E Peppertree St. Wichita KS 67226 078.034.0000.0003022.000 7 767 NO SHOT

264 Howard & Lorraini Jackson 384 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001028.000 8 767 GIS Shot 31

265 Howard & Lorraini Jackson 384 Murray Hill Rd Camdenton MO 65020 078.034.0000.0003012.000 pt 8 N/A VACANT

266 Glenda Griffin 11521 Hardy Overland Park KS 66210 078.034.0000.0003009.000 9 712 GIS Shot 32

267 Glenda Griffin 11521 Hardy Overland Park KS 66210 078.034.0000.0003013.000 9 N/A VACANT

268 John & Kelli Harig 1861 Charleston Estates Dr Florissant MO 63031 078.034.0000.0003008.000 10 713 GIS Shot 33

269 John & Kelli Harig 1861 Charleston Estates Dr Florissant MO 63031 078.034.0000.0003014.000 10 N/A VACANT

270 Steven & Karen Pelot 428 Murray Hill Rd. Camdenton MO 65020 078.034.0000.0003015.000 11 N/A NO PERMISSION

271 Robert & Cheryl Sargent 1313 S 3rd St Beatrice NE 68310 078.034.0000.0003016.000 12 772 GIS Shot 34

272 Steven Benson & Robin Gardner 13339 169th Lane Indianola IA 50125 078.034.0000.0003005.000 13 N/A VACANT

273 Steven Benson & Robin Gardner 13339 169th Lane Indianola IA 50125 078.034.0000.0003017.000 13 N/A NO PERMISSION

274 Michael Milburn 4101 N Hwy 5 Camdenton MO 65020 078.034.0000.0003004.000 pt C 829 NO PERMISSION

275 Michael Milburn 4101 N Hwy 5 Camdenton MO 65020 078.034.0000.0003018.000 14,15 N/A VACANT

276 Harold & Elaine Penner 23003 Blue Ridge Dr Beatrice NE 68310 078.034.0000.0003002.000 11,12 N/A VACANT

277 Samuel & Sharon Luebbert 500 Murray Hill Rd Camdenton MO 65020 078.034.0000.0003019.000 16 834 Share the

278 Edwin & Nancy Milburn 512 Murray Hill Rd Camdenton MO 65020 078.034.0000.0003020.000 17 834 same tank, GIS Shot 36

279 Edwin & Nancy Milburn 512 Murray Hill Rd Camdenton MO 65020 078.034.0000.0003021.000 pt A N/A VACANT

280 Lawrence Sweeney 804 E Main St. Union City TN 38261 078.034.0000.0003001.000 pt A 834 VACANT

281 Alan & Kelly Isom 610 MontCrew St. Kansas City MO 64114 078.033.0000.0001001.000 pt A N/A NO PERMISSION

282 Harold & Elaine Penner 23003 Blue Ridge Dr Beatrice NE 68310 078.033.0000.0001036.000 pt C,A,B N/A VACANT

283 Elaine Penner 23003 Blue Ridge Dr Beatrice NE 68310 078.033.0000.0001040.000 2 N/A VACANT

284 Anne Martin 811 Woodsmoke Cir Knoxville TN 37934 078.033.0000.0001002.000 1,2 828 GIS Shot 37

285 Stephen & Angela Paul 726 Murray Hill Rd Camdenton MO 65020 078.033.0000.0001003.000 3 830 GIS Shot 38

286 Mark Lozeron 2910 N Commonwealth 3 Chicago IL 60657 078.033.0000.0001004.000 4 827 GIS Shot 39

287 JBAC Partnership 910 Court Street Beatrice NE 68310 078.033.0000.0001005.000 5 829 GIS Shot 40

288 Ted & Julie Fairbanks 2211 Grant Street Beatrice NE 68310 078.033.0000.0001006.000 6 697 GIS Shot 41

289 Harold & Elaine Penner 23003 Blue Ridge Dr Beatrice NE 68310 078.033.0000.0001007.000 7 N/A NO PERMISSION

290 Rodney & Jona Penner 23003 Blue Ridge Dr Beatrice NE 68310 078.033.0000.0001008.000 8,9,10 N/A NO PERMISSION

291 Great Escapes Investment Co 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001011.000 4,6,pt 9 N/A VACANT/WELL

292 Laird Pogones 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001011.001 5 N/A VACANT

293 Harold & Elaine Penner 23003 Blue Ridge Dr Beatrice NE 68310 078.033.0000.0001022.000 7,8 N/A VACANT

294 Great Escapes Acres Home 418 Regatta Bay Dr, #3C Lake Ozark MO 65049 078.033.0000.0001053.000 sewer 717 W.W.T.P., GIS Shot 114

295 Great Escapes At Peaceful 418 Regatta Bay Dr, #3C Lake Ozark MO 65049 078.033.0000.0001054.000 common N/A VACANT

296 Great Escapes Investment Co 233 Red Run Dr Camdenton MO 65020 078.0330000.0001012.000 5 N/A VACANT

297 Harold & Elaine Penner 23003 Blue Ridge Dr Beatrice NE 68310 078.033.0000.0001013.000 4 N/A VACANT

298 Donald & Barb Emory 307 Red Run Dr Camdenton MO 65020 078.033.0000.0001014.000 3 683 GIS Shot 115

299 Stacy & Kelly Bryant 700 Mulberry St Pleasant Hill MO 64080 078.033.0000.0001015.000 2 688 GIS Shot 116

300 Michael & Adrienne Reed 2421 Livingston St Jefferson City MO 65109 078.033.0000.0001016.000 1 699 GIS Shot 117

301 Covert Corsair Bldg & Dev PO Box 280 Grover MO 63040 078.033.0000.0001018.000 pt 9 699 GIS Shot 118

302 Great Escapes Investment Co 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001045.000 common 701 GIS Shot 119

303 Laird Pogones 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001044.000 4 704 NO SHOT

304 Dale & Mary Reiman 130 Tartan Dr North Liberty IA 52317 078.033.0000.0001043.000 3 704 VACANT, GIS Shot 120

305 Geoffrey Meyerkord 1717 Park Ave St. Louis MO 63104 078.033.0000.0001020.006 2 N/A VACANT

6 of 14


306 Great Escapes Investment Co 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001020.005 1 N/A VACANT

307 Larry White 197 Serenity Dr Camdenton MO 65020 078.033.0000.0001020.007 pt1,pt2 723 GIS Shot 121

308 Derek & Valerie Goodin 14056 Monntrachet Lane Town & Country MO 63017 078.033.0000.0001020.002 pt 1 719 GIS Shot 122

309 John & Darlene Sneed 519 Santschi Dr Herculaneum MO 63048 078.033.0000.0001019.000 pt 1 728 GIS Shot 123

310 Philip & Olga Stiff 19975 Alexandria Monument CO 80132 078.033.0000.0001020.001 pt 1 720 GIS Shot 124

311 Great Escapes Investment Co 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001046.000 12 N/A VACANT

312 John & Kathryn Darrah 35 Great Escapes Lane Camdenton MO 65020 078.033.0000.0001047.000 6 N/A UNABLE TO LOCATE

313 John & Kathryn Darrah 35 Great Escapes Lane Camdenton MO 65020 078.033.0000.0001048.000 7 N/A VACANT

314 Charles & Fiona Barton 45 Great Escapes Lane Camdenton MO 65020 078.033.0000.0001049.000 8 N/A VACANT

315 Jimmie & Beth Sherrell PO Box 478 Camdenton MO 65020 078.033.0000.0001050.000 1 N/A VACANT

316 Jimmie & Beth Sherrell PO Box 478 Camdenton MO 65020 078.033.0000.0001056.000 2 N/A VACANT

317 Dale Reiman 130 Tartan Dr North Liberty IA 52317 078.033.0000.0001052.000 11 N/A VACANT

318 Great Escapes Investment Co 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001017.000 common N/A VACANT

319 Great Escapes Investment Co 233 Red Run Dr Camdenton MO 65020 078.033.0000.0001020.000 pt 1 N/A NO SHOT

319/ Brent & Ronda McDowell 807 W Nevada St Marshalltown IA 50158 078.033.0000.0001020.004 pt 1 N/A NO SHOT

320 Sherry Nielsen PO Box 1456 Laurie MO 65038 078.033.0000.0007002.001 pt H N/A VACANT

321 Donald & Kathryn Meyer 6506 Gold Ginch Ct. Columbia MO 65201 078.033.0000.0007002.010 9 N/A VACANT

322 Donald & Kathryn Meyer 6506 Gold Ginch Ct. Columbia MO 65201 078.033.0000.0007002.004 3,4,5,6, N/A VACANT

7,8 N/A VACANT

323 Sherry Nielsen PO Box 1456 Laurie MO 65038 078.033.0000.0007002.028 pt H N/A VACANT

324 Joseph & Diane Barron 5007 Ivondale Lane St. Louis MO 63129 078.033.0000.0007002.027 pt H N/A VACANT

325 Sherry Nielsen PO Box 1456 Laurie MO 65038 078.033.0000.0007002.020 1,pt 2 690 GIS Shot 141

326 Jeffrey Blackwell 12117 Springbrook Dr Edwardsville IN 62025 078.033.0000.0007002.018 2R,pt 2 693 GIS Shot 142

327 Joseph & Diane Barron 5007 Ivondale Lane St. Louis MO 63129 078.033.0000.0007002.017 3 687 GIS Shot 143

328 James & Sheryl Cheves 223 Eaglecrest Rd Camdenton MO 65020 078.033.0000.0007002.016 4 683 GIS Shot 144

329 Michael & Linda Cerutti 76646 Equestrain Chesterfield MO 63005 078.033.0000.0007002.021 5 684 GIS Shot 145

330 Wayne & Judy Roberts 3 Tailfeather Dr Camdenton MO 65020 078.033.0000.0007002.015 6 686 GIS Shot 146

331 Cathy Griffis 1512 Baker Liberty MO 64068 078.033.0000.0007002.022 7 712 GIS Shot 147

332 Catherine Harig 804 Dacota Dr Ofallon MO 63368 078.033.0000.0007002.023 7R 705 GIS Shot 148

333 Doug & Kimberly Saitta 215 S 201st St. Elkhorn NE 68022 078.033.0000.0007002.024 8 696 GIS Shot 149

334 Michael & Cindy Lumia 237 Mexico Rd. Wentzville MO 63385 078.033.0000.0007002.030 9,pt 9R 704 GIS Shot 150

335 Myron & Linda Schelp 6733 NW Monticello Terrace Parkview MO 64152 078.033.0000.0007002.002 1A,pt 9R 683 GIS Shot 151

336 Eaglecrest Estates 215 Eaglecrest Rd Camdenton MO 65020 078.033.0000.0007002.011 Esmt 694 GIS Shot 152

337 Donald & Kathryn Meyer 6506 Gold Ginch Ct. Columbia MO 65201 078.033.0000.0007002.003 2A 699 GIS Shot 153

338 Eaglecrest Homeowners Assoc 215 Eaglecrest Rd Camdenton MO 65020 078.033.0000.0007002.032 pt SW NE N/A VACANT

339 Donald & Kathryn Meyer 6506 Gold Ginch Ct. Columbia MO 65201 078.033.0000.0007002.031 2 N/A UNABLE TO LOCATE

340 Robert & Mary Beattie 75 Jeanie Dr Four Seasons MO 63049 078.033.0000.0007002.026 pt H N/A VACANT

341 B D & Jeanne Carson 86 Beauty Cove Lane Camdenton MO 65020 078.033.0000.0007003.001 pt W 687 GIS Shot 154

342 Fawn Schenk 23128 Red Oak Dr Lebanon MO 65536 078.033.0000.0007003.002 pt S, SE 676 GIS Shot 155

343 Fawn Schenk 23128 Red Oak Dr Lebanon MO 65536 078.033.0000.0007013.000 9,10 N/A VACANT

344 Donald & Dawn Flower 15709 Sean Michael SQ Chesterfield MO 63017 078.033.0000.0007014.000 8 678 GIS Shot 156

345 Dale & Lynda Burgman 347 Beauty Cove Lane Camdenton MO 65020 078.033.0000.0007016.000 7 677 GIS Shot 157

346 Michael & Jill Wagner 925 Graeser Rd. Sullivan MO 63080 078.033.0000.0007017.000 6 677 GIS Shot 158

347 Sylvester Reinhold 5196 Greentrace Lane St. Louis MO 63128 078.033.0000.0007018.000 5 686 GIS Shot 159

348 Kevin & Pamela Harrison 7828 N Olive Kansas City MO 64118 078.033.0000.0007019.000 4 686 GIS Shot 160

349 Jared & Kelly Staver 115 Fuller Rd Hinsdale IL 60521 078.033.0000.0007020.000 3 702 GIS Shot 161

350 Robert & Susan Brandt 451 Foxbrook Dr. St. Louis MO 63141 078.033.0000.0007021.000 1,2 703 GIS Shot 162

351 Oak Brook Estates Assoc PO Box 489 Ballwin MO 63022 078.033.0000.0007023.000 Esmt N/A VACANT

352 Dale & Lynda Burgman 347 Beauty Cove Lane Camdenton MO 65020 078.033.0000.0007003.015 6 N/A VACANT

353 Robert & Mary Beattie 75 Jeanie Dr Four Seasons MO 65049 078.033.0000.0007002.029 pt H N/A VACANT

354 James & Ann Graham 731 Harvest Rd Camdenton MO 65020 078.033.0000.0007003.008 pt W, SE N/A NO PERMISSION

7 of 14


355 Alan & Clara Adams 21 Summerhaven Ct Troy MO 63379 078.033.0000.0007003.000 ptW, ptE N/A VACANT

356 James Slevin 4130 Pippo Lane Vacaville CA 95688 078.033.0000.0007003.017 pt 5 N/A UNABLE TO LOCATE

357 James Slevin 4130 Pippo Lane Vacaville CA 95688 078.033.0000.0007003.011 1 N/A UNABLE TO LOCATE

358 James Slevin 4130 Pippo Lane Vacaville CA 95688 078.033.0000.0007003.012 2 N/A VACANT

359 James Slevin 4130 Pippo Lane Vacaville CA 95688 078.033.0000.0007003.014 3 N/A VACANT

360 Robert Kuches 832 Harvest Rd Camdenton MO 65020 078.033.0000.0007008.001 pt SW, SE N/A VACANT

361 Alan & Clara Adams 21 Summerhaven Ct Troy MO 63379 078.033.0000.0007003.016 pt SE SW N/A VACANT

362 Alan & Clara Adams 21 Summerhaven Ct Troy MO 63379 078.033.0000.0007003.010 pt SW, SE N/A VACANT

363 Robert & Charlene Nielsen 184 Baracca Dr Camdenton MO 65020 078.033.0000.0007003.006 pt E,SW,W N/A NO SHOT

364 Alan & Clara Adams 21 Summerhaven Ct Troy MO 63379 078.033.0000.0007003.000 pt W,SE,E N/A VACANT

365 Whispering Cove Homeowners 222 Whispering Cove Dr Camdenton MO 65020 078.033.0000.0007039.000 10 778 GIS Shot 169

366 Frontier Seeds Inc 2707 S 33rd St Oskaloosa IA 52577 078.033.0000.0007050.000 1 N/A NO SHOT

367 Robert & Melissa Werner 23514 Apple Rd Waterford WI 53185 078.033.0000.0007038.000 2 N/A NO PERMISSION

368 Randall Lorenzen 6716 Viking Rd Cedar Falls IA 50613 078.033.0000.0007035.000 3 719 GIS Shot 168

369 Dale & Judith Taddiken 222 Whispering Cove Dr Camdenton MO 65020 078.033.0000.0007047.000 4 711 GIS Shot 167

370 Michael & Susan Thomas 4104 W 126th St Leawood KS 66209 078.033.0000.0007033.000 5 714 Share the

371 Tim & Debbie Trimble 204 Quail Dr Slater MO 65349 078.033.0000.0007031.000 6 714 same tank, GIS Shot 165, 166

372 Danny Stinemetz 264 Whispering Cove Dr Camdenton MO 65020 078.033.0000.0007027.000 7, pt 8 701 GIS Shot 164

373 Paul & Judith Lepley 276 Whispering Cove Dr Camdenton MO 65020 078.033.0000.0007049.000 9, pt 8 704 GIS Shot 163

374 Randall Lorenzen 6716 Viking Rd Cedar Falls IA 50613 078.033.0000.0007044.000 pt 13 N/A VACANT

375 Jerry & Renee Lorenzen 2707 S 33rd St Oskaloosa IA 52577 078.033.0000.0007043.000 10,11,12 N/A VACANT

pt 13 N/A VACANT

376 Larry & Dorleen Mickle PO Box 908 Camdenton MO 65020 078.033.0000.0007045.000 pt 14, 715 GIS Shot 205

377 Whispering Cove Property 078.033.0000.0007046.000 common N/A VACANT

378 Robert & Sharon Arnold 1900 High Dr Liberty MO 64068 078.033.0000.0002030.000 19,20,21 N/A VACANT

pt 22 N/A VACANT

379 Miller Lepley 15506 Illinois St Indianola IA 50125 078.033.0000.0002031.001 2 703 GIS Shot 162

380 Michael & Kathleen Gilmore 12704 Nottinghill Parkway Dr St. Louis MO 63128 078.033.0000.0002031.000 1 699 GIS Shot 170

381 Allen & Kathy Kockler 122 Hansome Lane Camdenton MO 65020 078.033.0000.0002032.000 pt14, pt15 716 GIS Shot 171

382 Robert & Sharon Arnold 1900 High Dr Liberty MO 64068 078.033.0000.0002033.000 pt13, pt14 706 GIS Shot 172

383 Charles & Naomi House 4439 Creekview Dr Lees Summit MO 64082 078.033.0000.0002034.000 pt 12 701 GIS Shot 173

384 Robert & Robin Vorel 17537 Radcliffe Place Dr Wildwood MO 63025 078.033.0000.0002035.000 pt 12 704 GIS Shot 174

385 Marion Anthony 70 Handsome Lane Camdenton MO 65020 078.033.0000.0002036.000 11 704 GIS Shot 175

386 Jack Moreland 7703 S Freshwater Pearl Dr Tuscon AZ 85747 078.033.0000.0002037.000 10 702 GIS Shot 176

387 Charles & Naomi House PO Box 3462 Camdenton MO 65020 078.033.0000.0002030.001 pt 22 853 GIS Shot 206

388 M E Anthony 70 Handsome Lane Camdenton MO 65020 078.033.0000.0002030.002 23 836 GIS Shot 207

389 Wayne & Barbara Fordham 1400 Randall Rd Independence MO 64055 078.033.0000.0002029.000 pt A 700 GIS Shot 21

390 Christopher & Katherine James 48 View Dr Camdenton MO 65020 078.033.0000.0003060.000 pt55,ptA N/A NO SHOT

391 Michael McMahon 104 View Dr Camdenton MO 65020 078.033.0000.0003044.000 54,pt55,A N/A NO SHOT

392 Noel & Judith Price 802 Beauty Rd Camdenton MO 65020 078.033.0000.0002028.001 pt A, pt37 N/A NO SHOT

393 Johnny & Jean Schumer 1204 Whispering Ridge Lane St. Peters MO 63376 078.033.0000.0002027.000 24 N/A NO SHOT

N/A Whispering Cove Road W.W.T.P. Camdenton MO 65020 778 Black Water only

394 Steven & Patricia Fabick 2716 Towne Crest Dr St. Louis MO 63129 078.033.0000.0002038.000 9, pt 8 715 Pumped up to small plant. GIS Shot

177

395 Leonard & Anna Daves PO Box 4133 Ballwin MO 63022 078.033.0000.0002039.000 8 709 GIS Shot 178

396 Clyde & Shirley Spann 315 Doerr St. Roxanna MO 62084 078.033.0000.0002040.000 7 704 GIS Shot 179

397 Barbara Cone 1613 NE Scarborough Dr Blue Springs MO 64014 078.033.0000.0002026.000 25, 26 700 NO SHOT

398 Keith & Linda Studer 1674 210th St Hampton IA 50441 078.033.0000.0002012.000 36 699 NO SHOT

399 Charles & Bobby Erwin 220 N Prospect St Clearwater KS 67026 078.033.0000.0002028.000 37 701 NO SHOT

400 Charles & Bobby Erwin 220 N Prospect St Clearwater KS 67026 078.033.0000.0002010.000 38 671 NO SHOT

401 Scott & Dawn Kohl 3033 Silver Bow Ct St. Louis MO 63129 078.033.0000.0002013.000 36 701 NO SHOT

8 of 14


402 Wayne & Barbara Fordham 1400 Randall Rd Independence MO 64055 078.033.0000.0002014.000 pt 35 707 NO SHOT

403 Dale & Carol Kohl 123 Cherbourg Dr. St. Louis MO 63129 078.033.0000.0002015.001 pt35,pt30 712 NO SHOT

34,35 N/A VACANT

404 Charles & Bobby Erwin 220 N Prospect Clearwater KS 67026 078.033.0000.0002009.001 bet 38,39 709 VACANT

405 David & Mary Rogers 2018 Trio Dr. Wentzville MO 63385 078.033.0000.0002016.000 bet 34,35 712 VACANT

406 David & Dana Krehbiel PO Box 587 Camdenton MO 65020 078.033.0000.0002024.000 bet 27,28 706 NO SHOT

407 David & Anne Dudeck 29636 Hwy 59 Oregon MO 64473 078.033.0000.0002025.000 27 712 NO SHOT

408 Mark & Janet Zerler 17454 Radcliffe Place Dr Wildwood MO 63025 078.033.0000.0002040.001 pt 6 655 NO SHOT

409 Melvin Kienemann 27 Rainbow Trail Arnold MO 63010 078.033.0000.0002041.000 pt 6,pt 5 658 NO SHOT

410 Dorothy Manwarring 568 Spragues Mill Ballwin MO 63011 078.033.0000.0002042.000 pt 5 656 NO SHOT

411 David & Dana Krehbiel PO Box 587 Camdenton MO 65020 078.033.0000.0002043.000 bet 4,5 656 NO SHOT

412 Karen Koch 2331 Johnny Cake Ridge Ct Wildwood MO 63011 078.033.0000.0002044.000 pt 4, pt B 654 NO SHOT

413 John & Fawn Schenk 23128 Red Oak Dr Lebanon MO 65536 078.033.0000.0002023.000 28 N/A VACANT

414 Thomas & Linda Kiser 11070 Kohrs Lane St. Louis MO 63123 078.033.0000.0002045.000 pt 4 650 NO SHOT

415 John & Fawn Schenk 23128 Red Oak Dr Lebanon MO 65536 078.033.0000.0002046.000 pt 3 N/A NO PERMISSION

416 Frank & Mava Zilka 21024 Alicia Ct Lockport IL 60441 078.033.0000.0002047.000 pt 3,pt 2 N/A NO PERMISSION

417 Shirley Childers 560 Beauty Rd Camdenton MO 65020 078.033.0000.0002022.000 30,29 N/A NO PERMISSION

418 Ronald Vassallie 126 Oasis Pointe Camdenton MO 65020 078.033.0000.0002048.000 pt 2 N/A NO PERMISSION

419 Waterman Family Trust 400 N 6th St Wood River IL 62095 078.033.0000.0002049.000 pt 1, pt 2 672 NO PERMISSION

420 Beauty Cove Improvement Assoc 560 Beauty Rd Camdenton MO 65020 078.033.0000.0002001.001 pt 1 372 GIS Shot 181

421 Linda Heil 178 Oasis Pointe Camdenton MO 65020 078.033.0000.0002001.000 pt 1 651 VACANT

421/ Beauty Cove Improvement Assoc 560 Beauty Rd Camdenton MO 65020 078.033.0000.0002001.004 pt 1 N/A NO PERMISSION

422 Ned & Janet Soseman 621 Beauty Rd Camdenton MO 65020 078.033.0000.0002001.003 pt 1 692 NO SHOT

423 Patrick Geraets Family 47172 234th Street Dell Rapids SD 57022 078.033.0000.0002001.002 pt 1 694 NO SHOT

424 Victoria McDaniel 609 Beauty Rd Camdenton MO 65020 078.033.0000.0002021.000 pt 1, pt31 718 NO SHOT

425 Joseph & Linda Sheppard 6422 E Betty Elyse Lane Scottsdale AZ 85254 078.033.0000.0002002.000 pt 1 N/A NO PERMISSION

426 Darlene Kelley 496 Lindsay Lane Camdenton MO 65020 078.033.0000.0002003.000 pt 42 692 NO PERMISSION

427 James & Delores Barber 4104 Briarwood Blue Springs MO 64015 078.033.0000.0002004.000 pt 42 679 VACANT

428 James & Delores Barber 4104 Briarwood Blue Springs MO 64015 078.033.0000.0002020.000 pt 31 718 NO SHOT

429 Ned & Janet Soseman 606 Beauty Rd Camdenton MO 65020 078.033.0000.0002005.000 pt 42 679 VACANT

430 Wesley North 18870 Hwy E Eldridge MO 65463 078.033.0000.0002006.000 41 671 NO SHOT

431 Robert & Mary Bauer 1011 Painter St Streator IL 61364 078.033.0000.0002019.000 pt 32 720 NO SHOT

432 Ronnie & Ronda Price 26017 S Stark Rd Peculiar MO 64078 078.033.0000.0002018.000 pt 32,33 716 NO SHOT

433 Herbert & Cora Bowers 17503 88 Hwy Holt MO 64048 078.033.0000.0002007.000 40 679 GIS Shot 202

434 David & Mary Rogers 2018 Trio Dr. Wentzville MO 63385 078.033.0000.0002008.000 pt 39 707 VACANT

435 David & Mary Rogers 2018 Trio Dr. Wentzville MO 63385 078.033.0000.0002017.000 34 707 NO SHOT

436 Ralph & Mary Vatterott 11185 Golf Crest Dr St. Louis MO 63126 078.033.0000.0002009.000 pt 39 673 NO SHOT

437 Niangua View Landowners Assoc 362 Curvy Rd Camdenton MO 65020 078.033.0000.0003052.000 27/Esmt N/A VACANT

438 Michael & Diana Haake 1212 Westwood Dr Roanoke TX 76262 078.033.0000.0003053.000 24,25,26 683 GIS Shot 208

439 Gina West PO Box 3226 Camdenton MO 65020 078.033.0000.0003048.004 28,29 N/A UNABLE TO LOCATE

440 Gina West PO Box 3226 Camdenton MO 65020 078.033.0000.0003048.000 30 N/A VACANT

441 Niangua View Landowners Assoc 362 Curvy Rd Camdenton MO 65020 078.033.0000.0003054.000 Esmt 675 NO SHOT

442 Vance & Jill Brammer 401 Country Club Dr Oldsmar FL 34677 078.033.0000.0003048.003 31 N/A VACANT

443 James & Janet McCarthy 3842 E Woodbridge Springfield MO 65809 078.033.0000.0003055.000 23 675 GIS Shot 209

444 William Noeth 339 View Dr Camdenton MO 65020 078.033.0000.0003048.002 32 684 GIS Shot 210

445 William Noeth 339 View Dr Camdenton MO 65020 078.033.0000.0003056.000 22 679 GIS Shot 210

446 Rick & Susie Williams 33 E. Commercial Street Lebanon MO 65536 078.033.0000.0003057.000 21 679 GIS Shot 211

447 James & Sarah Steinheider 11502 Knox Overland Park KS 66210 078.033.0000.0003048.001 33,34 N/A VACANT

448 Michael Mitchell 317 View Dr Camdenton MO 65020 078.033.0000.0003058.000 20 N/A NO PERMISSION

449 Gregory & Lisa Hayward 3215 Suffolk Way Bloomington IL 61704 078.033.0000.0003059.000 19 692 GIS Shot 212

450 James & Sarah Steinheider 11502 Knox Overland Park KS 66210 078.033.0000.0003001.000 18 N/A NO PERMISSION

9 of 14


451 Paul & Cheryl Engle 5924 Four Season Dr Sioux City IA 51106 078.033.0000.0003002.000 17 N/A NO PERMISSION

452 Daniel & Sherri Marshall 9 Terrace Gardens St. Louis MO 63131 078.033.0000.0003003.000 16 681 GIS Shot 213

453 Todd & Ann Lashley 435 Curvy Rd Camdenton MO 65020 078.033.0000.0003004.000 15 674 GIS Shot 214

454 Jerry & Joanne Moehlman 14710 158th St Bonner Springs KS 66012 078.033.0000.0003005.000 pt 13, 14 670 GIS Shot 215

455 Vernon & Marcella Korum 12385 Ironstone Rd. St. Louis MO 63131 078.033.0000.0003006.000 pt 12,13,14 673 GIS Shot 216

456 Kimberly Bennett 2320 Venture Dr. Marietta GA 30062 078.033.0000.0003027.000 35,36 686 NO SHOT

457 Lisa Palen 390 Curvy Rd Camdenton MO 65020 078.033.0000.0003026.001 37 680 NO SHOT

458 Judith Owens 362 Curvy Rd Camdenton MO 65020 078.033.0000.0003025.000 38,39 N/A NO PERMISSION

459 James Beard 628 Avondale Raymore MO 64083 078.033.0000.0003007.000 pt11,12,13 680 GIS Shot 217

460 Ryan & Lindsay Garlock 2411 D St Lincoln NE 68502 078.033.0000.0003008.000 10,pt 11 686 GIS Shot 218

461 Nathan & Katherine House 221 Ridgeview Dr. Columbia IL 62236 078.033.0000.0003024.000 40 690 NO SHOT

462 William & Juanita Kunderer 8717 Ione Lane St. Louis MO 63123 078.033.0000.0003023.000 pt40,41,42 690 NO SHOT

463 Niangua View Landowners Assoc 362 Curvy Rd Camdenton MO 65020 078.033.0000.0003009.000 Esmt 687 VACANT

464 Paul Schneblin 5621 Skyline Dr High Ridge MO 63049 078.033.0000.0003010.000 9 688 NO PERMISSION

465 Paul Ramsey 25303 E 64th St Broken Arrow OK 74014 078.033.0000.0003011.000 8 690 NO PERMISSION

466 John & Judith Prada 11016 E 97th Terrace Kansas City MO 64134 078.033.0000.0003022.000 pt41,42,43 691 GIS Shot 221

467 William & Sandra Stuhlman 2830 Radcliffe Florissant MO 63031 078.033.0000.0003012.000 7,pt 6 699 NO SHOT

468 Robert & Jenise Soyster 1227 Spring Lilly Dr. High Ridge MO 63049 078.033.0000.0003013.001 pt 6 702 NO SHOT

469 Donald & Adrienne Long 272 Curvy Rd Camdenton MO 65020 078.033.0000.0003020.000 44,45 737 NO SHOT

470 Patrick Hamill 11330 Clayton Rd St. Louis MO 63131 078.033.0000.0003013.000 5 N/A NO PERMISSION

471 Raymond & Billie Fisher 255 Curvy Rd Camdenton MO 65020 078.033.0000.0003014.000 4 715 NO SHOT

472 Daniel Gudgeon 20 Drake Lane Beecher IL 60401 078.033.0000.0003019.000 46 740 NO SHOT

473 Charles & Cheryl Apel 4449 Lookout Point Dr Augusta MO 63332 078.033.0000.0003017.000 47,48 746 NO SHOT

474 Niangua View Landowners Assoc 362 Curvy Rd Camdenton MO 65020 078.033.0000.0003015.000 2,Esmt N/A VACANT

475 Charles & Katherine Brewer 2550 Business Park Rd Linn Creek MO 65052 078.033.0000.0003016.000 pt 1 N/A VACANT

476 John & Nancy Ross 89 View Dr Camdenton MO 65020 078.033.0000.0003037.000 64,65 N/A VACANT

477 Donna Foster 11419 Corliss Ave Charlotte NC 28277 078.033.0000.0003036.000 63 N/A VACANT

478 Charles Chase 19006 Walmer St Stilwell KS 66085 078.033.0000.0003035.000 62 N/A VACANT

479 Edwin Schmidt 3318 Lollar Branch Rd Sullivan MO 63080 078.033.0000.0003034.000 61 N/A VACANT



482 Edwin Schmidt 3318 Lollar Branch Rd Sullivan MO 63080 078.033.0000.0003031.000 58 N/A VACANT

483 James Allen 1140 Story Dr Knoxville IA 50138 078.033.0000.0003030.000 57 N/A VACANT


485 Tamara Jenkins 107 View Dr Camdenton MO 65020 078.033.0000.0003039.001 pt 53 N/A NO PERMISSOIN

486 John & Nancy Ross 89 View Dr Camdenton MO 65020 078.033.0000.0003039.002 52,pt 53 840 NO SHOT

487 Jerry Smith 354 Normac Ridge Rd Camdenton MO 65020 078.033.0000.0003041.000 51 N/A NO PERMISSOIN

488 Richard Rigby 3812 Ashford Ct Columbia MO 65203 078.033.0000.0003042.000 50 N/A NO SHOT

489 Gerry Gilbert 25 View Dr Camdenton MO 65020 078.033.0000.0003043.000 49 843 NO SHOT

489/ Gerry Gilbert 25 View Dr Camdenton MO 65020 078.033.0000.0007048.000 pt NE SW N/A VACANT

490 MO Hwy PO Box 718 Jefferson City MO 65102 078.033.0000.0007004.000 pt NE SW N/A VACANT

491 John & Nancy Ross 89 View Dr Camdenton MO 65020 078.033.0000.0003039.000 pt A N/A VACANT

492 MO Hwy PO Box 718 Jefferson City MO 65102 078.033.0000.0004004.000 pt A N/A VACANT

493 Thomas & Linda Robel 9075 Lindas Lane W Des Moines IA 50266 078.033.0000.0004006.000 pt A 684 NO SEPTIC

493/ Rebecca Robel 8975 Lindas Lane W Des Moines IA 50266 078.033.0000.0004005.000 pt A 694 VACANT

494 Rebecca Robel 8975 Lindas Lane W Des Moines IA 50266 078.033.0000.0004007.000 pt A 686 VACANT

495 Charles & Paula Makin 13224 W 85th St. Lenexa KS 66215 078.033.0000.0004008.000 9 693 GIS Shot 136

496 Alvin & Marilyn Vyhnalek 306 Norman St Crete NE 68333 078.033.0000.0004009.000 8 694 GIS Shot 137

497 Alvin Jackson PO Box 1292 Lebanon MO 65536 078.033.0000.0004010.000 7 689 GIS Shot 138

498 David & Lisa Jackson 1633 Arbour Dr Lebanon MO 65536 078.033.0000.0004011.000 6 689 GIS Shot 139

499 John & Judith Judge 151 Annandale Dr Fairfield OH 45014 078.033.0000.0004012.000 5 690 GIS Shot 140

10 of 14


500 Roger & Rena Dixon 202 Lantern Lane Camdenton MO 65020 078.033.0000.0004013.000 4 693 GIS Shot 141

501 David James 208 Lantern Camdenton MO 65020 078.033.0000.0004014.000 3 687 GIS Shot 142

502 Vivian Waterman 18007 Norton Dr Phillipsburg MO 65722 078.033.0000.0004001.001 1,2 687 GIS Shot 143

503 Ponte Vista Property Owners 078.033.0000.0004002.000 1A N/A NO SEPTIC/WELL ONLY

504 Lake Breeze Resort LLC 91 Breeze Dr Camdenton MO 65020 078.033.0000.0005010.000 ptW,ptNE 687 GIS Shot 243

505 Jacki Dean-Swinburg 128 Breeze Dr Camdenton MO 65020 078.033.0000.0005002.000 ptN,ptSW N/A NO PERMISSION

506 Lake Breeze Resort LLC 91 Breeze Dr Camdenton MO 65020 078.033.0000.0005003.000 ptN,ptSW 683 5 separate septic tanks for a total of

7 houses. GIS 238-240

506/ Harold Metcalf 110 Breeze Dr Camdenton MO 65020 078.033.0000.0005009.000 ptW,ptNW 687 GIS Shot 237

507 Donald McClellan 215 Teton Lane Camdenton MO 65020 078.033.0000.0005001.000 ptN,ptSW 759 GIS Shot 263

508 Fostill Lakeside Builders LLC PO Box 1082 Lake Ozark MO 65049 078.033.0000.0005004.001 PTSWNE 720 W.W.T.P., GIS 256

509 LOLTC Escrow Agent LLC PO Box 340 Lake Ozark MO 65049 078.033.0000.0005004.000 PTSWNE N/A VACANT

510 Fostill Lakeside Builders LLC PO Box 1082 Lake Ozark MO 65049 078.033.0000.0005004.002 2,3 671 Mirmur Condos, GIS 257

511 Fostill Lakeside Builders LLC PO Box 1082 Lake Ozark MO 65049 078.033.0000.0005004.004 ptSWNW N/A Mirmur Condos

512 LOLTC Escrow Agent LLC PO Box 340 Lake Ozark MO 65049 078.033.0000.0005004.003 ptSWNW 663 GIS Shot 255

513 Linda Barnhart 210 Plaza Beach Dr Camdenton MO 65020 078.0330000.0005005.000 ptSWNW N/A NO PERMISSION

514 MHTH LLC 147 S Business Rt 5 Camdenton MO 65020 078.033.0000.0005006.001 ptS,ptNW 698 GIS Shot 258, 259

515 Dolores Nelke 4704 Greenville Lane Orlando FL 32821 078.033.0000.0005006.006 ptS,ptNW 698 GIS Shot 260

516 Property Owners Assoc. 078.033.0000.0005006.007 ptS,ptNW N/A VACANT

517 Dolores Nelke 4704 Greenville Lane Orlando FL 32821 078.033.0000.0005006.003 ptS,ptNW 693 GIS Shot 261

518 John Guthrie & Theresa Depaepe 123 Houston St. St. Charles MO 63301 078.033.0000.0005006.004 ptS,ptNW 694 GIS Shot 262

519 John & Randa Price 18255 S Lone Elm Rd Olathe KS 66062 078.033.0000.0005006.005 ptS,ptNW N/A NO PERMISSION

520 Patricia Cornelius 289 Jordan Dr Camdenton MO 65020 078.033.0000.0005006.000 ptS,ptNW 701 GIS Shot 272

521 Darrel & Kelly McCann 30201 Starling Dr Stoutland MO 65567 078.033.0000.0006002.000 ptN,ptNW 866 GIS Shot 264

522 Clarance & Pamela Shaw 4499 State Rd T Stoutland MO 65567 078.033.0000.0006003.000 ptNWSW 693 GIS Shot 270

523 Mark & Cathy Ikerd 324 Antique Rd Camdenton MO 65020 078.033.0000.0006004.000 ptNWSW 701 GIS Shot 269

524 Paul & Loretta Beckmann 4830 Highwood Lane St. Louis MO 63128 078.033.0000.0006005.000 ptNWSW 693 GIS Shot 268

525 MHTH LLC 147 S Business Rt 5 Camdenton MO 65020 078.033.0000.0006006.000 ptSWNW 698 GIS Shot 267

526 David Von Gunten 362 Antique Rd Camdenton MO 65020 079.032.0000.0008001.000 ptSENE 692 GIS Shot 266

527 Alexander Sweat/Sherri Sanders 6029 Alhambra Fairway KS 66205 079.032.0000.0008039.000 12 692 GIS Shot 265

528 Robert Robinson 363 Antique Rd Camdenton MO 65020 079.032.0000.0008038.000 11 700 NO PERMISSION

529 Valhalla Point Sub Property 079.032.0000.0008037.000 access 693 VACANT

530 Howard & Helen Thompson 320 E 18th Gibson City IL 60936 079.032.0000.0008036.000 1 693 NO SHOT

531 Charles & Saleeta Oswalt 32332 W 97th Terrace DeSoto KS 66018 079.032.0000.0008035.000 2 N/A NO PERMISSION

532 Richard Justa 4712 Barbaras Point Lane Stevens Point WI 54481 079.032.0000.0008034.000 3 N/A NO PERMISSION

533 John & Cheryl Cleary 103 Stonehouse Dr. Camdenton MO 65020 079.032.0000.0008033.000 4 693 NO SHOT

534 Judity Jewell 97 Stonehouse Dr Camdenton MO 65020 079.032.0000.0008032.000 pt 5,pt 6 690 NO PERMISSION

535 Edward & Glenda Schmidt 2528 NW Bent Tree Circle Lees Summit MO 64081 079.032.0000.0008031.000 pt 5, pt 6 690 NO SHOT

536 David Cleary 13600 E 50th St Kansas City MO 64133 079.032.0000.0008030.000 7 688 NO SHOT

537 John & Jeanne Berry 304 Knox Creek Trail Madison AL 35757 079.032.0000.0008004.000 pt NESE 684 NO SHOT

538 Eric & Paula Volkmer 300 Lovers Lane Rolla MO 65401 079.032.0000.0008005.000 pt NESE 686 GIS Shot 283

539 Ricky & Jean Kimball 49 Stonehouse Dr. Camdenton MO 65020 079.032.0000.0008006.000 pt NESE 690 GIS Shot 284

540 Myrtle Williams 339 Antique Rd Camdenton MO 65020 079.032.0000.0008002.000 10 683 NO SHOT

540/ Valhalla Point Sub Property 079.032.0000.0008028.000 common 681 VACANT

541 Robert Robinson 363 Antique Rd Camdenton MO 65020 079.032.0000.0008003.000 13 N/A NO PERMISSION

542 Kathie Williams 297 Antique Rd Camdenton MO 65020 079.032.0000.0008007.000 2 681 GIS Shot 281

543 William & Ann Clark 76 Shallow Lane Camdenton MO 65020 079.032.0000.0008008.000 pt 3 693 GIS Shot 285

544 Richard & Marnie Clawson 33 Grove Pass Ct St. Charles MO 63304 079.032.0000.0008009.000 4,pt 3 680 GIS Shot 286

545 Landowners Assoc. of Mari DC 079.032.0000.0008010.000 Esmt N/A VACANT

546 William & Ann Clark 16 Shallow Lane Camdenton MO 65020 079.032.0000.0008011.000 5 697 VACANT

547 Warren & Myrtle Williams 339 Antique Rd Camdenton MO 65020 078.033.0000.0006007.000 1 N/A VACANT

11 of 14


547/ Homeowners Assoc of Mari DC 078.033.0000.0006008.000 well lot N/A VACANT/WELL ONLY

548 William & Ann Clark 16 Shallow Lane Camdenton MO 65020 078.033.0000.0006009.000 pt n/nwsw 697 GIS Shot 287

549 William & Ann Clark 16 Shallow Lane Camdenton MO 65020 079.032.0000.0008012.000 pt ne/nese N/A VACANT

550 Michael Stark 44 Sycamore Park Dr Camdenton MO 65020 079.032.0000.0008013.000 pt N,SE N/A NO SEPTIC

551 Brian & Robin Sellhorst 145 Blue Haven Beach Rd Camdenton MO 65020 079.032.0000.0008013.001 pt NESE 694 GIS Shot 288

552 Lester Flemme 3626 Paule Ave. St. Louis MO 63125 079.032.0000.0008014.000 1 690 GIS Shot 289

553 Jack & Tonia Cass 290 Blue Haven Beach Rd Camdenton MO 65020 079.032.0000.0008014.001 pt 2 689 GIS Shot 290

554 Elwayne & Alice De Vries 286 Blue Haven Beach Rd Camdenton MO 65020 079.032.0000.0008014.013 pt 2 685 GIS Shot 291

555 Charles & Irina Waller 272 Blue Haven Beach Rd Camdenton MO 65020 079.032.0000.0008014.002 3 690 GIS Shot 292

556 John & Cheryl Cleary 103 Stonehouse Dr. Camdenton MO 65020 079.032.0000.0008014.003 4 682 GIS Shot 293

557 John & Cheryl Cleary 103 Stonehouse Dr. Camdenton MO 65020 079.032.0000.0008014.004 5 684 GIS Shot 294

558 Patrick & Sharon Bellew 246 Blue Haven Beach Rd Camdenton MO 65020 079.032.0000.0008014.005 6 693 GIS Shot 295

559 Eric Lundell 514 Eldorado St Belton MO 64012 079.032.0000.0008014.006 7 681 GIS Shot 296

560 Otto Krueger 234 Blue Haven Beach Rd, #8 Camdenton MO 65020 079.032.0000.0008014.007 8 687 GIS Shot 297

561 John & Shari McKee 228 Blue Haven Beach Rd. Camdenton MO 65020 079.032.0000.0008014.008 9A,9B 679 GIS Shot 298

562 Blue Haven Beach Landowners 079.032.0000.0008014.012 common N/A VACANT

563 Elwayne & Alice De Vries 286 Blue Haven Beach Rd Camdenton MO 65020 079.032.0000.0008014.010 10 N/A VACANT

564 Donald Medeiros 199 Blue Haven Beach Rd Camdenton MO 65020 079.032.0000.0008040.000 11 N/A NO PERMISSION

565 Michael Stark 44 Sycamore Park Dr Camdenton MO 65020 079.032.0000.0008041.000 pt N,SE 708 GIS Shot 305

566 Terry & Kathleen Bopp 148 Oak Tree Ct Troy MO 63379 079.032.0000.0008015.000 1 682 GIS Shot 299

567 James & Bessie Kirby 1667 Sande Festus MO 63028 079.032.0000.0008016.000 2 683 GIS Shot 300

568 Kevin & Terry Rupp 18714 Viven Dr Wildwood MO 63069 079.032.0000.0008017.000 3 677 GIS Shot 301

569 Todd & Susan Higgins 804 Maywood Dr Jefferson City MO 65109 079.032.0000.0008018.000 pt 4 705 GIS Shot 302

570 William Mundhausen 107 E Cherry St Linn Creek MO 65052 079.032.0000.0008042.000 pt N,SE N/A VACANT

571 Sycamore Point Condo Owners 079.032.0000.0008019.005 common 701 GIS Shot 303

572 Sycamore Point Condo Owners 079.032.0000.0008019.004 common 701 GIS Shot 303

573 Sycamore Point Condo Owners 079.032.0000.0008019.003 5 683 W.W.T.P., GIS 304

574 Sycamore Point Condo Owners 079.032.0000.0008019.000 common N/A VACANT

575 Sycamore Point Condo Owners 079.032.0000.0008019.002 W N/A VACANT

576 Landowners Assoc. of Lake Fork 079.032.0000.0008020.000 Esmt N/A VACANT

577 Harry & Wilma Muehling 607 St Martin CV Niceville FL 32578 078.033.0000.0006017.000 7 861 VACANT

578 Paul Oden 233 Fork Heights Camdenton MO 65020 078.033.0000.0006016.000 8 N/A NO PERMISSION

579 Melvin Reese 12924 Cedar Ledge Ct St. Louis MO 63146 078.033.0000.0006015.000 9 875 VACANT

580 Jerry Banker 191 Fork Heights Dr Camdenton MO 65020 078.033.0000.0006014.000 10,11 873 NO PERMISSION

581 Steven R Rice 6 Hidden Creek Ct Camdenton MO 65020 078.033.0000.0006013.000 13,14,15,16 N/A VACANT

582 Steven R Rice 6 Hidden Creek Ct Camdenton MO 65020 078.033.0000.0006029.002 pt SW,SW N/A NO SHOT

583 Don Ford Investments LLC PO Box 1671 Camdenton MO 65020 078.033.0000.0006029.001 pt SW,SW 871 GIS Shot 319

584 Don Ford PO Box 1671 Camdenton MO 65020 078.033.0000.0006030.000 pt SW,SW 872 GIS Shot 320

585 Donald & Roberta Ford PO Box 1671 Camdenton MO 65020 078.033.0000.0006027.000 pt SW,SW 884 GIS Shot 318

586 Robert Flug PO Box 915 Camdenton MO 65020 078.033.0000.0006026.001 pt SW,SW 866 GIS Shot 317

587 William & Beverly Henry 18628 372nd Lane Pittsfield IL 62363 078.033.0000.0006026.000 pt SW,SW 866 NO SHOT

588 Debora Barber 8339 Yecker Ave Kansas City KS 66109 078.033.0000.0006023.000 pt SW,SW N/A VACANT

589 Thomas & Phyllis Fuemmeler 1567 Resorts Rd Camdenton MO 65020 078.033.0000.0006024.000 pt SW,SW 869 GIS Shot 316

590 Steven R Rice 6 Hidden Creek Ct Camdenton MO 65020 078.033.0000.0006022.000 12 872 GIS Shot 315


592 Angela Cole 176 Fork Heights Camdenton MO 65020 078.033.0000.0006020.000 2 870 GIS Shot 314


594 Melvin Reese 12924 Cedar Ledge Ct St. Louis MO 63146 078.033.0000.0006018.000 4 872 GIS Shot 310

595 Amy Heier PO Box 1253 Sunrise Beach MO 65079 079.032.0000.0008026.000 5,6 870 GIS Shot 308

596 Helen & JA Watson 1281 Lily Ct Marco Island FL 34145 079.032.0000.0008025.000 pt SESE N/A VACANT

597 James & Nancy Schwab 3879 Holly Hills St. Louis MO 63116 079.032.0000.0008024.000 pt SESE 730 VACANT

12 of 14


598 Shawn & Michelle Helt 16804 E 275th St Harrisonville MO 64701 079.032.0000.0008021.000 pt SESE 731 GIS Shot 321

599 Gayla Smith 404 NW Fairway Dr Blue Springs MO 64014 079.032.0000.0008021.001 pt SESE 730 GIS Shot 322

600 James & Nancy Schwab 3879 Holly Hills St. Louis MO 63116 079.032.0000.0008022.000 pt SESE 723 GIS Shot 323

601 Helen & JA Watson 1281 Lily Ct Marco Island FL 34145 079.032.0000.0008023.000 pt SESE N/A VACANT

602 Helen & JA Watson 1281 Lily Ct Marco Island FL 34145 078.033.0000.0006025.000 pt SWSW N/A VACANT

603 Gary & Amy Nordman 12 Lee Chateaux Ct St. Charles MO 63301 079.032.0000.0007001.000 9,pt 10 N/A VACANT

604 Ozark Hills Operating Co Inc. 9 Lost Spick Ct Camdenton MO 65020 079.032.0000.0007001.001 11,pt10,12 N/A VACANT

605 Eric & Sarah Rainey 2612 Renick St. St. Joseph MO 64507 079.032.0000.0007002.000 13,pt12 N/A NO SHOT

606 Chimney Rock Holding, LLC 490 Double Bridges Rd. Bernice LA 71222 079.032.0000.0007003.000 1, - 5 720 GIS Shots, 324, 325, 326, 327, 328,

328, 330

607 Charles & Elsie Warren 1949 State Rd AA Roach MO 65787 079.032.0000.0007008.000 6,7 731 GIS Shot 332

608 Gordon & Penny Ricketts 205 Chimney Rock Rd Camdenton MO 65020 079.032.0000.0007009.000 8 765 GIS Shot 333

609 Jeffrey Leonhard 167 Chimney Rock Rd Camdenton MO 65020 079.032.0000.0007009.001 9 773 GIS Shot 334

610 Billie & Christy Hull 149 Chimney Rock Rd Camdenton MO 65020 079.032.0000.0007010.000 10,11,12 729 GIS Shot 35

611 Chimney Rock Holding, LLC 490 Double Bridges Rd. Bernice LA 71222 079.032.0000.0007005.000 1,2 729 GIS Shot 331

612 Bruce & Rene Magelky 200 Chimney Rock Rd Camdenton MO 65020 079.032.0000.0007006.000 3,4 N/A NO PERMISSION

613 Gary & Amy Nordman 12 Lee Chateaux Ct St. Charles MO 63301 079.032.0000.0007007.000 5 N/A NO PERMISSION

614 Gary Winther 9141 Arrowhead Lane Bridgeport NY 13030 079.032.0000.0007011.000 1, - 8, N/A NO SHOT

615 n/a N/A NO INFORMATION AVAILABLE

616 Kenneth & Betty Johnson 3005 E Oaks Rd N Urbana IL 61802 132.004.0000.0002001.000 blk 7 N/A VACANT

617 Kenneth Johnson 3005 E Oaks Rd N Urbana IL 61802 133.005.0000.0002001.000 13, N/A VACANT

618 Kenneth Johnson 3005 E Oaks Rd N Urbana IL 61802 132.004.0000.0002002.000 pt14 - 18 N/A VACANT

619 BAT Home Improvements PO Box 709 Sunrise Beach MO 65079 132.004.0000.0002005.000 blk 6 925 GIS Shot 346

620 BAT Home Improvements PO Box 709 Sunrise Beach MO 65079 133.005.0000.0002003.000 pt 19-21 N/A VACANT

621 Anthony Mares PO Box 372 Alamo NV 89001 133.005.0000.0002004.000 pt 22 N/A VACANT

622 BAT Home Improvements PO Box 709 Sunrise Beach MO 65079 132.004.0000.0002006.000 pt 19-21 910 GIS Shot 347



625 Judy Vanderhoof 1208 West Harbour Towne DrLake Ozark MO 65049 133.005.0000.0002005.001 pt 23,24 N/A VACANT

626 RSW Investments, LLC 955 N. Bus. Rte 5 Camdenton MO 65020 132.004.0000.0002008.001 pt 23,24 N/A VACANT

627 RSW Investments, LLC 955 N. Bus. Rte 5 Camdenton MO 65020 132.004.0000.0002013.001 2, - 6 927 GIS Shot 338

28,29 927 GIS Shot 338

628 Shu Dong 10657 Jordan Rd Whittier CA 90603 132.004.0000.0002013.000 7,8 N/A VACANT

26,27 N/A VACANT

629 Shu Dong 10657 Jordan Rd Whittier CA 90603 132.004.0000.0002008.000 pt 25,26 N/A VACANT


631 Gary Parks 117 Owens Point Rd Camdenton MO 65020 133.005.0000.0002006.000 pt 27 N/A VACANT

632 Gary Parks 117 Owens Point Rd Camdenton MO 65020 132.004.0000.0002009.000 pt 27 N/A NO SHOT

633 James & Janet Graham 2101 10th Ave South Minneapolis MN 55404 133.005.0000.0002007.000 pt 28 N/A VACANT

634 James & Janet Graham 2101 10th Ave South Minneapolis MN 55404 132.004.0000.0002010.000 pt 28 N/A VACANT

635 Tommy & Rebecca Thompson 252 Loop Dr Camdenton MO 65020 132.004.0000.0002011.000 pt29,30,31 N/A VACANT


637 Paul & Nancy Jensen 1817 Road B Exeter NE 68351 133.005.0000.0002008.011 1 785 NO SHOT

638 Judith Miller 5495 State Hwy DD Reeds Spring MO 65737 133.005.0000.0002008.009 pt 30,31 N/A VACANT

639 Tommy & Rebecca Thompson 252 Loop Dr Camdenton MO 65020 133.005.0000.0002008.008 pt30,31 32 712 GIS Shot 338

640 Tommy & Rebecca Thompson 252 Loop Dr Camdenton MO 65020 133.005.0000.0002008.013 pt 33,34 N/A VACANT

641 James Goode 56 Owens Point Rd Camdenton MO 65020 133.005.0000.0002008.014 pt34,35, N/A VACANT

pt36,37 N/A VACANT

642 Vue Way Sub Property Owners Camdenton MO 65020 133.005.0000.0002008.007 Esmt N/A VACANT

643 Paul & Nancy Jensen 1817 Road B Exeter NE 68351 133.005.0000.0002008.015 pt 36,37 N/A VACANT

644 Theda Thompson 102 Owen Point Rd Camdenton MO 65020 133.005.0000.0002008.002 pt 37,38 N/A VACANT

13 of 14


645 Kenton & Heather Uthe 13 Dogwood Dr Camdenton MO 65020 133.005.0000.0002008.004 pt 31-38 N/A VACANT

646 Kenton & Heather Uthe 13 Dogwood Dr Camdenton MO 65020 132.004.0000.0002011.001 pt 31-33 N/A VACANT

647 Peter & Paula Haupt 97 Owen Point Rd Camdenton MO 65020 132.004.0000.0002019.000 17,pt 16 953 GIS Shot 342

648 Michael Rezac 8584 Lakeside Dr Englewood FL 34224 132.004.0000.0002018.000 15,pt16 951 GIS Shot 343

649 Melody Devan & Kathleen Burke 10 N Country Lakes Dr. Marlton NJ 8053 132.004.0000.0002017.000 13,14 937 VACANT

650 James & Janet Graham 2101 10th Ave South Minneapolis MN 55404 132.004.0000.0002016.000 11,12 N/A VACANT

22,23 N/A VACANT

651 Brian Baker 4939 Woodsedge Rd Wilmington NC 28409 132.004.0000.0002014.000 9,10 N/A VACANT

652 Gary Parks 117 Owens Point Rd Camdenton MO 65020 132.004.0000.0002015.000 24,25 N/A VACANT

653 James & Gayle Yount 618 SE Hills Ct. Nixa MO 65714 132.004.0000.0002020.000 18-20 951 GIS Shot 341

654 James & Sally Graham 219 Clint Ave Camdenton MO 65020 132.004.0000.0002021.000 21 N/A VACANT

655 Aileen Ahrens 1796 Mitchell Ct Daytona Beach FL 32128 132.004.0000.0001008.000 1 954 GIS Shot 347

656 Southwestern Bell Telephone One SBC Center Rm 36Q2 St. Louis MO 63101 132.004.0000.000.1010.000 2,-11 954 GIS Shot 348

657 Aileen Ahrens 1796 Mitchell Ct Daytona Beach FL 32128 132.004.0000.0001009.000 10 N/A FACTORY NO SHOT

658 Glenn & Sonya Colliver 239 Ravenwood Dr Camdenton MO 65020 132.004.0000.0001003.003 pt 2 N/A VACANT

659 Kenneth & Debbie Turner 220 Harvest Rd Camdenton MO 65020 132.004.0000.0001003.004 pt 2 884 GIS Shot 349

660 Donald & Wanda Boldt 276 Harvest Rd Camdenton MO 65020 132.0040000.0001003.002 pt 2 882 GIS Shot 350

661 MO Hwy & Transportation PO Box 718 Jefferson City MO 65102 132.004.0000.0001003.001 pt 2 883 VACANT

662 James & Bobbie Bridges 264 North Lane Camdenton MO 65020 132.004.0000.0001007.000 pt 34 957 GIS Shot 307

663 Elizabeth Majors PO Box 802 Camdenton MO 65020 132.004.0000.0001006.000 1,-33 N/A VACANT

664 Elite Precast, LLC 108 Holland Dr Camdenton MO 65020 132.004.0000.0001005.000 blk 11 N/A VACANT

665 Mike & Phyllis White 233 Harvest Rd Camdenton MO 65020 132.004.0000.0001004.002 pt 2 N/A NO PERMISSION

666 Dean & Louise Eichelberger 114 W Front St Wayland IA 52654 132.004.0000.0001004.001 pt 2 N/A NO PERMISSION

667 Eirc & Sherline Mayer 377 Harvest Rd Camdenton MO 65020 132.004.0000.0001004.000 pt 2 N/A NO PERMISSION

668 Alan & Clara Adams 21 Summerhaven Ct Troy MO 63379 078.033.0000.0007003.003 pt SE SW N/A VACANT

669 Alan & Clara Adams 21 Summerhaven Ct Troy MO 63379 078.033.0000.0007003.009 pt E SW N/A VACANT

670 Bruce & Gena Aldrich 91 Breeze Dr Camdenton MO 65020 078.033.0000.0007007.000 pt SWSW N/A VACANT

671 Randy & Rachelle Shriver 234 Woodland Heights Dr Sunrise Beach MO 65709 078.033.0000.0007006.000 pt SWSW 910 NO SHOT

672 American Pest Control 6687 Old Rt 5 Camdenton MO 65020 078.033.0000.0007005.000 pt NWSW 984 VACANT

673 Steven & Jennifer Gray 108 Holland Dr Camdenton MO 65020 078.033.0000.0007003.005 pt NESW 954 VACANT

14 of 14

Appendix G System Maps

(See Attached Sewer System Layout)

Appendix H Sewer System Rate Ordinance

Appendix I Proposed Expansion Financial Data

Year 2017 2018 2019 2020 Projected RatesNo Grants

Current Revenue Pojection (403 connections) 476,920 483,106 489,372 495,719 Zone 1 Revenue Projection (102 units, current rates) 83,705 84,775 85,860 86,958 Total Projected Revenue 560,625 567,881 575,232 582,677

Option 1 - Gravity System $75.60/monthCurrent Expenses Projection 473,411 479,586 486,067 492,881 Zone Projected expenses 133,067 132,423 132,933 133,454 Total Projected Expenses 606,478 612,009 619,000 626,335

Option 2 - Grinder Pumps $72.12/MonthCurrent Projected Expenses 473,411 479,586 486,067 492,881 Zone Projected expenses 112,158 111,585 112,165 112,758 Total Projected Expenses 585,569 591,171 598,232 605,639

Option 3 - STEP System $73.21/MonthCurrent Projected Expenses 473,411 479,586 486,067 492,881 Zone Projected expenses 118,791 118,270 118,902 119,547 Total Projected Expenses 592,202 597,856 604,969 612,428

Zone 1


Current Revenue Pojection 476,920 483,106 489,372 495,719 Zone 1 Revenue Projection (138 units, current rates) 112,806 114,255 115,723 117,209 Total Projected Revenue 589,726 597,361 605,095 612,928

Option 1 - Gravity System $71.40/MonthCurrent Expenses Projection 473,411 479,586 486,067 492,881 Zone Projected expenses 138,342 137,467 138,095 138,741 Total Projected Expenses 611,753 617,053 624,162 631,622



Zone 2



Option 1 - Gravity System $73.65/monthCurrent Expenses Projection 473,411 479,586 486,067 492,881 Zone Projected expenses 173,137 173,956 174,732 175,531 Total Projected Expenses 646,548 653,542 660,799 668,412

Option 2 - Grinder Pumps $68.66/monthCurrent Projected Expenses 473,411 479,586 486,067 492,881 Zone Projected expenses 139,322 140,116 140,862 141,624 Total Projected Expenses 612,733 619,702 626,929 634,505

Option 3 - STEP System $72.12/monthCurrent Projected Expenses 473,411 479,586 486,067 492,881 Zone Projected expenses 162,768 163,514 164,208 164,915 Total Projected Expenses 636,179 643,100 650,275 657,796

Zone 4



Option 1 - Gravity System $73.90/MonthCurrent Expenses Projection 473,411 479,586 486,067 492,881 Zone Projected expenses 179,530 178,464 179,299 180,156 Total Projected Expenses 652,941 658,050 665,366 673,037



Zone 3

Appendix J Social Economic and Median Household Income

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T 3 7 N - R 1 7 WT 3 7 N - R 1 7 WT 3 7 N - R 1 4 WT 3 7 N - R 1 4 WT 3 7 N - R 1 6 WT 3 7 N - R 1 6 W

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LegendLakeUS HighwaysState Highways

Political TownshipsADAIRAUGLAIZEJACKSONJASPERKIHEKANIANGUAOSAGEOSCEOLAPAWHUSKARUSSELLWARREN

Camden CountyPolitical Townships

Copyright: Camden County, Missouri, MIS/GIS, 2007

a legal document, and should not be substituted for a title search,appraisal, survey, or zoning verification.

A good faith effort has been made to provide the most accuratedata possible, but accuracy of this map is not guaranteed. This is not

US Department of Agriculture, Rural Development Initial Eligibility Determination

Matched Address User

Located

User Entered Point:

* Keep in mind that this is only an initial determination on the eligibility of your address.There are other eligibility factors for this program which cannot be confirmed through this tool.

This addresslocated in an eligible area. ISThis address

located in an eligible area.for properties in the US

Date created: Friday, October 02, 2015 - 8:27:53 AM (Central Daylight T ime)

LatitudeLongitude

Legend

Ineligible Area

Override 1WEP

S1903 MEDIAN INCOME IN THE PAST 12 MONTHS (IN 2010 INFLATION-ADJUSTED DOLLARS)

2006-2010 American Community Survey 5-Year Estimates

Note: This is a modified view of the original table.

Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Surveywebsite in the Data and Documentation section.

Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American CommunitySurvey website in the Methodology section.

Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, for 2010, the 2010 Census providesthe official counts of the population and housing units for the nation, states, counties, cities and towns. For 2006 to 2009, the Population EstimatesProgram provides intercensal estimates of the population for the nation, states, and counties.

Subject Subject Subject Households

Missouri Median income(dollars)

Estimate 46,262


Margin of Error +/-177

Camden County,Missouri

Median income(dollars)

Estimate 44,617



Margin of Error +/-2,171

Niangua township,Camden County,Missouri


Estimate 30,938




Osceola township,Camden County,Missouri


Estimate 55,208




Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability isrepresented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpretedroughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin oferror (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject tononsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in thesetables.

While the 2006-2010 American Community Survey (ACS) data generally reflect the December 2009 Office of Management and Budget (OMB)definitions of metropolitan and micropolitan statistical areas; in certain instances the names, codes, and boundaries of the principal cities shown inACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities.

Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2000 data.Boundaries for urban areas have not been updated since Census 2000. As a result, data for urban and rural areas from the ACS do not necessarilyreflect the results of ongoing urbanization.

1 of 2 10/02/2015

Source: U.S. Census Bureau, 2006-2010 American Community Survey

Explanation of Symbols:

1. An '**' entry in the margin of error column indicates that either no sample observations or too few sample observations were available tocompute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An '-' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute anestimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of anopen-ended distribution. 3. An '-' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '***' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. Astatistical test is not appropriate. 6. An '*****' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number ofsample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available.

S1903 MEDIAN INCOME IN THE PAST 12 MONTHS (IN 2013 INFLATION-ADJUSTED DOLLARS)

2009-2013 American Community Survey 5-Year Estimates

Note: This is a modified view of the original table.

Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Surveywebsite in the Data and Documentation section.

Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American CommunitySurvey website in the Methodology section.

Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's PopulationEstimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns andestimates of housing units for states and counties.

Subject Subject Subject Households


Estimate 47,380


Margin of Error +/-216



Estimate 43,458






Estimate 42,832






Estimate 42,083




Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability isrepresented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpretedroughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin oferror (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject tononsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in thesetables.

While the 2009-2013 American Community Survey (ACS) data generally reflect the February 2013 Office of Management and Budget (OMB)definitions of metropolitan and micropolitan statistical areas; in certain instances the names, codes, and boundaries of the principal cities shown inACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities.

Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2010 data. Asa result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization.

1 of 2 10/02/2015

Source: U.S. Census Bureau, 2009-2013 5-Year American Community Survey

Explanation of Symbols:

1. An '**' entry in the margin of error column indicates that either no sample observations or too few sample observations were available tocompute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An '-' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute anestimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of anopen-ended distribution. 3. An '-' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '***' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. Astatistical test is not appropriate. 6. An '*****' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number ofsample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available.

Appendix K Existing Wastewater Treatment Plant Permits

Appendix L Previous Lead Remediation

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Camelot Estates Data RequestCamden County, Missouri

Figure 1Area of Interest Map

Drawn By: Colin Willits Project No: 103X9025160104.001

Source: Central Mining District Scribe database, 2015

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Legend!( Lead > 1,200 ppm!( Lead 400 - 1,200 ppm!( Lead < 400ppm

Area of Interest

EXCAVATION DETAILS FOR SOIL REMOVAL

CENTRAL MINING DISTRICT, CAMDEN COUNTY, MISSOURI

2008-2012

Property

ID Address

Excavation Date

Excavation details

Quantity

Removed

(tons)

Backfill (tons*)

Start Finish Soil Rock

10029 417 Three Hill

Road 10/20/08 10/21/08

Excavated to a depth of 2 feet, with two smaller areas excavated to

1 foot and 6 to 8 inches. One small area excavated to 2 feet in depth

contained lead concentrations exceeding 1,200 mg/kg; therefore, a

porous plastic barrier was placed in this area.

120

80

(cubic

yards)

NA

10428 728 Fowlers Point 07/30/12 07/30/12 Excavated to a depth from 6 inches to 1 foot. 1.15 1.5

10449 633 Bear Paw 07/31/12 08/03/12

Excavated to a depth of 1 foot, with five smaller areas excavated to

2 feet. Four small areas excavated to 2 feet in depth contained lead

concentrations exceeding 1,200 mg/kg; therefore, a porous plastic

barrier was placed in these areas.

226.81 270 NA

11696 67 Sherwood 08/03/12 08/09/12

Excavated to a depth of 1 foot, with six small areas excavated to

2 feet. One small area excavated to 2 feet in depth contained lead


barrier was placed in this area.

362.19 315 17.57 11699 68 Sherwood 08/09/12 08/09/12 Excavated to a depth of 1 foot.

11701 79 Sherwood 08/03/12 08/09/12 Excavated to a depth of 6 inches. One small area excavated to

1 foot.

11704 611 Bear Paw 08/03/12 08/03/12 Excavated to a depth of 2 feet.

11708 15 Sherwood 08/29/12 08/29/12 Excavated to a depth of 1 foot. One area was dug from 3 to 6 inches

to top of bedrock.

11698 11 Sherwood Ct. 08/17/12 08/20/12 Excavated to a depth of 1 foot. 60.35 60 NA

11703 23 Sherwood Dr. 08/23/12 08/27/12 Excavated to a depth of 1 foot. 222.79 315 NA

11714 555 Bear Paw 08/27/12 08/27/12 Excavated to a depth of 1 foot.

Property

ID Address

Excavation Date Excavation details

Quantity

Removed

(tons)

Backfill

(tons*)

Start Finish Soil Rock

11706 600 Bear Paw 10/12/12 10/18/12

Excavated to a depth of 1 foot. One area in the backyard excavated

to 2 feet. This contained lead concentrations exceeding 1,200

mg/kg; therefore, a porous plastic barrier was placed in this area. 97.42

105 NA

11716 554 Bear Paw 10/19/12 10/19/12 Excavated to a depth of 1 foot.

11749 11 Camelot 10/18/12 10/18/12 Excavated to a depth from 6 inches to 1 foot.

11717 566 Bear Paw 10/18/12 10/19/12 Excavated to a depth of 1 foot. 15 15.51

11707 618 Bear Paw 10/04/12 10/16/12

Property ID 11707 was excavated to a depth of 1 foot, with one

small area excavated to 2 feet. This area contained lead


barrier was placed in this area.

91.16 45 74.02

11709 170 Kingsrow 10/04/12 10/22/12 Excavated to a depth of 2 feet except along septic drain field. The

septic drain field area was dug to 1 foot. 508.02 75 469.03

11710 18 Brookshire 10/03/12 10/09/12 Excavated to a depth of 1 foot. 142.48 210 NA

11718 169 Kingsrow 10/19/12 10/19/12 Excavated to a depth of 1 foot. 18.38 15 NA

11745 586 Bear Paw NA NA Covered NA NA 39

Notes:

* Except as noted

ID Identification

mg/kg Milligrams per kilogram

NA Not applicable

PropertyID Latitude Longitude MaxResult(ppm) PropertyType PropertyAddress PropertyCity

10024 38.03484 -92.79980 56.00 Residential 14 Red Bird Pt Camdenton

10035 38.05902 -92.76031 12.00 Residential 2659 Pier 31 Road Camdenton

10037 38.01442 -92.78695 24.00 Residential 129 Restless Point Camdenton

10038 38.08254 -92.78450 19.00 Residential 124 Cresent Bluff Camdenton

10055 38.07062 -92.78400 17.00 Residential 1399 Bear Paw Road Camdenton

10068 38.07513 -92.79275 26.00 Residential 1024 Harvest Road Camdenton

10069 38.05776 -92.81205 992.00 Residential 210 Irish Hills Drive Camdenton

10070 38.05973 -92.81671 27.00 Residential 137 Blue Dolphin Drive Camdenton

10071 38.05414 -92.81308 44.00 Residential 25 Barnes Hollow Road Camdenton

10072 38.02004 -92.81619 52.00 Residential 252 Grenelle Camdenton

10073 38.03443 -92.79957 15.00 Residential 14 Redbird Point Camdenton

10101 38.07482 -92.76040 26.00 Residential 140 Friedenswald Drive Camdenton

10102 38.07811 -92.77782 22.00 Residential 232 Vista Point Road Camdenton

10103 38.07866 -92.77779 65.00 Residential 264 Vista Point Road Camdenton

10104 38.06596 -92.77100 32.00 Residential 147 Meadow Drive Camdenton

10105 38.06394 -92.77048 70.00 Residential 73 Meadow Drive Camdenton

10128 38.03505 -92.80115 30.00 Residential 1304 Neongwah Bend Rd Camdenton

10129 38.03569 -92.80490 21.00 Residential 1491 Neongwah Bend Rd Camdenton

10130 38.03735 -92.80711 25.00 Residential 212 Shadetree Drive Camdenton

10131 38.04447 -92.80819 13.00 Residential 853 Shadetree Drive Camdenton

10132 38.02523 -92.81564 23.00 Residential 76 Wagon Wheel Dr Camdenton

10134 38.02035 -92.81650 31.00 Residential 199 Grenelle Acres Rd Camdenton



10150 38.02446 -92.77598 23.00 Residential 388 Tunder Mountain Rd Camdenton

10171 38.02175 -92.78471 22.00 Residential 900 Thunder Mountain Rd Camdenton

10172 38.01556 -92.80125 27.00 Residential 2053 Thunder Mountain Drive Camdenton

10173 38.01326 -92.78981 32.00 Residential 292 Bonaire Rd Camdenton

10431 38.00836 -92.78014 117.00 Residential 259 HydAway Rd Camdenton

10432 38.00735 -92.78419 44.00 Residential 141 Doe Dr Camdenton

10433 38.01192 -92.77071 21.00 Residential 697 Ball Park Rd Camdenton

10448 38.05743 -92.77957 27.00 Residential 373 Bear Paw Rd Camdenton

10449 38.06036 -92.77977 1769.00 Residential 633 Bear Paw Rd Camdenton

10450 38.07351 -92.78159 11.00 Residential 140 Bear Paw Circle Camdenton

1of 3


10451 38.04316 -92.75593 40.00 Residential 1817 Possum Hollow Drive Camdenton

10452 38.05046 -92.75078 31.00 Residential 2402 Possum Hollow Drive Camdenton

10453 38.05804 -92.75003 43.00 Residential 244 Davenport Ln Camdenton

10454 38.03637 -92.75693 54.00 Residential 1308 Possum Hollow Dr Camdenton

10455 38.02799 -92.75723 12.00 Residential 752 Possum Hollow Dr Camdenton

10456 38.00132 -92.78719 15.00 Residential 450 Normac Dr Camdenton


10458 38.00229 -92.78658 10.00 Residential 529 Normac Drive Camdenton





10463 38.00133 -92.78514 0.00 Residential 434 Normac Ridge Rd Camdenton

10464 38.00387 -92.78348 22.00 Residential 229 Normac Ridge Rd Camdenton

10731 38.01057 -92.75660 18.00 Residential 30 Bent Tree Lane Camdenton

11323 38.07752 -92.79771 20.00 Residential 276 Whispering Cove Rd Camdenton

11339 38.01001 -92.78098 31.00 Residential 177 Condo Drive Camdenton

11369 38.05669 -92.78899 54.00 Residential 172 Osborne Camdenton

11556 38.07192 -92.79327 95.00 Residential 832 Harvest Rd Camdenton

11696 38.06021 -92.78044 3405.00 Residential 67 Sherwood Camdenton

11697 38.06067 -92.78016 332.00 Residential 671 Bear Paw Rd. Camdenton

11698 38.05968 -92.77942 4204.00 Residential 11 NE Sherwood Camdenton




11704 38.06010 -92.77975 580.00 Residential 611 Bear Paw Camdenton

11705 38.06002 -92.78019 7145.00 Residential Sherwood Camdenton




11709 38.06073 -92.77886 7531.00 Residential 170 Kingsrow Drive Camdenton

11710 38.06107 -92.77979 1205.00 Residential 18 Brookshire Camdenton


11716 38.05954 -92.77870 1147.00 Residential 554 Bear Paw Road Camdenton

2of 3



11718 38.06068 -92.77839 941.00 Residential 169 King's Row Drive Camdenton

11720 38.06248 -92.76458 156.00 Residential 17 Maryann Camdenton


11722 38.06190 -92.78078 48.00 Residential 17 Buckingham Road Camdenton



11725 38.06318 -92.78009 42.00 Residential 66 Buckingham Camdenton

11726 38.05649 -92.76521 230.00 Residential 46 Arthur Court Camdenton

11727 38.05070 -92.76674 126.00 Residential 245 Arthur Drive Camdenton


11729 38.05199 -92.76720 87.00 Residential 85 Enid Camdenton


11733 38.06264 -92.77885 33.00 Residential 71 Brookshire Camdenton

11734 38.06107 -92.78007 123.00 Residential Corner of Bear Paw and Brookshire Camdenton

11735 38.06026 -92.77498 88.00 Residential 110 Camelot Drive Camdenton

11736 38.05965 -92.76672 86.00 Residential 143 & 145 Arthur Camdenton



11739 38.05268 -92.76804 27.00 Residential Lot 841 on Pickwick Camdenton

11740 38.05215 -92.76821 83.00 Residential 46 Pickwick Camdenton


11742 38.06963 -92.76840 95.00 Residential Lot 211 Camdenton



11749 38.05924 -92.77828 506.00 Residential 11 Camelot Drive Camdenton

11755 38.04628 -92.72019 10.00 Residential 301 N. Lake Street Linn Creek

11756 38.04662 -92.72064 10.00 Residential 305 N. Lake Street Linn Creek

11811 38.06491 -92.76450 10.00 Residential 105 Surrey Drive Osage Beach



11814 38.06451 -92.76020 10.00 Residential 3092 Pier 31 Road Osage Beach

3of 3

Appendix M Boone County Regional Sewer District

Bylaws & Sewer Use Regulations

BOONE COUNTY REGIONAL SEWER DISTRICT

BY-LAWS

ARTICLE I -- Objectives of the Board

The objectives and purpose of the Boone County Regional

Sewer District Board of Trustees (hereinafter referred to as the

Board) is to assume long-range responsibility for wastewater

quality within Boone County, except for those facilities operated

by a municipality, in order to improve and maintain the health

and welfare of the residents of the County. The Board will assist

smaller municipalities within the District who wish to upgrade

their systems.

ARTICLE II - Members of the Board

The Boone County Commission shall appoint five trustees to

the Board. A member of the County Commission shall be among the

five appointed trustees. The term of each Board member shall be

five years, except the County Commissioner appointed to the Board

shall serve no longer than the expiration of their term. The

terms of the other trustees shall be staggered as much as is

possible to avoid more than one vacancy per year. The trustees

may be paid reasonable compensation, to be approved by the County

Commission for their services to the District. Any and all

expenses incurred in the performance of their duties shall be

reimbursed by the District. When the best interests of the

BY-LAWS - 2 -

F:\MSOFFICE\Word\DOCS\Policies & Regs\Board\BYLAWS.DOC

District will be served thereby, the Board may, by three fifths

vote, petition the County Commission to remove a trustee or

repeal the resolution appointing said trustee.

ARTICLE III - Officers of the Board

The offices of the Board shall consist of a:

Chairperson

Vice-Chairperson

Secretary

Assistant Secretary

Treasurer

Chief Engineer

The Chairperson, Vice-Chairperson and Secretary shall be

elected positions. Nominations shall be made and voted on during

the first meeting of each calendar year. Nomination may be made

by any Board member for each position. All positions shall be

elected by a majority vote. Each Board member shall have one

vote. If on the first ballot, no candidate receives a majority

vote, there shall be a second ballot of the two candidates having

the most votes. Elections may be by secret ballot if a Board

member so desires. Terms of office shall be for the next twelve

(12) months. The Assistant Secretary, Treasurer and Chief

Engineer positions shall be appointed by a motion of the Board

properly passed. The offices of the District shall have the

following duties and responsibilities:

CHAIRPERSON -- The Chairperson of the Board shall preside at all

meetings of the Board; shall have the duties normally

conferred by parliamentary usage of this office; shall sign

BY-LAWS - 3 -


official notices and certificates; shall call special

meetings of the Board; and shall represent the Board in

official or unofficial capacities as the need shall arise.

VICE-CHAIRPERSON -- The Vice-Chairperson of the Board shall

assume the duties of the Chairperson whenever the

Chairperson is unable to perform such duties or whenever the

Chairperson shall disqualify himself or herself from serving

on a temporary basis.

SECRETARY -- The Secretary shall be responsible for the minutes

and records of the Board of Trustees; preparation of agenda

of regular and special meetings; notification of meetings to

Board members and news media; attendance to the

correspondence of the Board; and such other duties as are

normally carried out by a secretary. The administrative

staff of the District shall assist the Secretary of the

Board.

ASSISTANT SECRETARY -- The Assistant Secretary shall perform the

duties of the Secretary in the Secretary's absence.

TREASURER -- The Treasurer of the District shall provide the

Board with an accounting of all funds of the District. The

Treasurer shall be responsible for the preparation of

budget; prompt payment of principal and interest on any

revenue bonds; timely payment of accounts; and proper

investment of those funds of the District not needed for

day-to-day operations. The administrative staff of the

District shall assist the Treasurer. The Treasurer may be a

member of the Board or another qualified individual.

CHIEF ENGINEER -- The Chief Engineer shall be a registered

professional Engineer in the State of Missouri. The Chief

Engineer shall be responsible for advising the Board on the

technical matters regarding planning, construction, and

maintenance of the sewers and treatment facilities of the

District. The Engineer may be a member of the Board or

another qualified individual.

TEMPORARY CHAIRPERSON -- Whenever there shall be a meeting called

of the Board and neither the Chairperson nor the Vice-

Chairperson is present by the appointed time, any member of

the Board may serve as a Temporary Chairperson by election

of the members present, for that meeting only.

VACANCIES -- Vacancies on the Board shall be filled by

appointment by the County Commission. When a vacancy occurs

BY-LAWS - 4 -


in an office position, it shall be filled by nomination and

election of the remaining Board members.

REMOVAL FROM OFFICE -- Any officer may be removed from office by

a majority of the membership of the Board whenever, in the

Board's judgment, the best interest of the District will be

served thereby.

ARTICLE IV - Meetings of the Board

Regular meetings will be held on a monthly basis in the

Boone County Regional Sewer District Conference Room, Columbia,

Missouri. Notice to Board members of regular meetings shall not

be required. A majority of three (3) of the membership of the

Board shall constitute a quorum. When a quorum is not present,

the meeting shall be postponed and rescheduled by the presiding

officer; provided, however, that the presiding officer may

conduct the meeting with less than a quorum subject to the

following restrictions: first, those member of the Board then

present may unanimously vote to approve or disapprove of any

matter, but such vote shall not be binding and effective unless

the matter voted upon is submitted to all of the absent members

in writing and approved in writing by at least one of their

number without objection by any member concerning the vote on the

matter at a meeting conducted with less than a quorum, and

second, in the event any member of the Board objects in writing

to the vote on a matter at the meeting attended by less than a

quorum of the Board, then in such event the matter shall be

BY-LAWS - 5 -


tabled until the next regular or special meeting of the Board.

The Chairperson may call special meetings. It shall also be the

duty of the Chairperson to call such a meeting when requested to

do so in writing by two (2) members of the Board. The notice of

such a meeting shall specify the purposes of such a meeting and

no other business may be considered except by majority consent of

the Board. The Secretary shall notify all members of the Board in

writing, postmarked not less than five (5) days in advance of

such special meeting. All meetings shall be open to the general

public, except as otherwise provided by law.

In case of an emergency or other extraordinary circumstance,

a quorum of the Board may meet in the most expeditious manner

possible, including conference calls, provided a proper record is

kept.

ARTICLE V - Public Hearings Before the Board

The Board may, at its discretion, hold public hearings when

it deems that such hearings will be in the public interest.

Notice of such hearings shall be published at least twice in a

newspaper of general circulation, the first publication being not

less than five (5) days prior to the meeting. The case before the

Board shall be presented in summary by the Secretary or other

designated persons, and parties in interest shall have an

opportunity to be heard. The Chairperson, with consent of the

BY-LAWS - 6 -


majority of the Board can establish time limits for proponents

and opponents.

ARTICLE VI -- Employees of the Board

The Board may employ staff including but not limited to:

clerks, attorneys, assistants, and a professional engineer as

Chief Engineer of the District, as may be deemed necessary by the

Board to discharge the business and purposes of the District.

Appointments shall be made by a majority vote (3) of the

membership of the Board.

ARTICLE VII - Conflict of Interest

Any Trustee may disqualify himself or herself with respect

to any matter before the Board on the grounds of conflict of

interest, in which case he or she shall not vote or influence the

vote on such matters. However, nothing contained herein shall

prohibit a disqualified member from providing information

regarding or relating to such matters, at the Board's request.

ARTICLE VIII

These By-Laws may be amended or repealed by a majority vote

of the membership of the Board, provided that the proposed action

has been announced at the previous meeting and written

notification of the proposed amendment has been mailed ten (10)

BY-LAWS - 7 -


days prior to the meeting on which it is to be voted. These By-

Laws will be reviewed annually at the first meeting held in each

calendar year.

Chapter Two: Sanitary Sewer Use Regulations............................................................................... 6 2.1 Title ...................................................................................................................................... 6 2.2 Scope and Purpose ............................................................................................................... 6 2.3 Authority .............................................................................................................................. 6 2.4 Jurisdiction ........................................................................................................................... 6 2.5 Exemptions from District Regulations ................................................................................ 6

2.5.1 Systems Under Jurisdiction of Other Entity ............................................................ 6 2.5.2 Systems Permitted by Department to Other Entity .................................................. 6

2.6 General Provisions Governing Disposal of Wastewater ..................................................... 6

2.6.1 Wastewater Treatment Required ............................................................................. 6 2.6.2 Classes of Sanitary Sewers ...................................................................................... 7

2.6.2.1 Public Sanitary Sewer Systems ................................................................. 7 2.6.2.2 Private Common Collector Sanitary Sewers .............................................. 7 2.6.2.3 Private Sanitary Sewer Systems ................................................................. 8 2.6.2.4 Private On-site Sewage Disposal Systems ................................................. 9

2.7 Design and Construction of Wastewater Collection Systems and Treatment Facilities ........... 9

2.7.1 Design Standards for Wastewater Collection Systems and Treatment Facilities .................................................................................................................. 9 2.7.1.1 Specifications .............................................................................................. 9 2.7.1.2 Compliance with District=s Long Range Plan ........................................... 9

2.7.1.2.1 Eliminate Points of Discharge ................................................... 10 2.7.1.2.2 Provide for Future Growth ......................................................... 10

2.7.1.3 Design Compliance ................................................................................... 10 2.7.1.3.1 Public Sanitary Sewer Extended to Each Lot ............................ 10 2.7.1.3.2 Private Sanitary Sewer Laterals ................................................. 10 2.7.1.3.3 Common Collectors ................................................................... 10

2.7.1.4 Plan Approval ........................................................................................... 11 2.7.1.5 Costs and Liability .................................................................................... 11 2.7.1.6 Fees .......................................................................................................... 11 2.7.1.7 Certification .............................................................................................. 11 2.7.1.8 Conveyance ............................................................................................... 11 2.7.1.9 Condition of Conveyed Wastewater Collection

and Treatment Equipment ........................................................................ 12 2.7.2 Construction Permits .............................................................................................. 12

2.7.2.1 Plan Modifications .................................................................................... 12 2.7.2.2 Costs and Liability .................................................................................... 12

2.7.3 Inspections and Testing of Wastewater Collection Systems and Treatment Facilities ................................................................................................................. 12 2.7.3.1 Access for Inspections .............................................................................. 12 2.7.3.2 Failure to Allow Inspections ..................................................................... 13

2.7.4 Operation of Wastewater Collection Systems and Treatment Facilities Prior to District Acceptance ............................................................................................ 13

- 2 -

2.7.4.1 District as Continuing Authority .............................................................. 13 2.7.4.2 Owner Responsibility ............................................................................... 13 2.7.4.3 Repair of Deficiencies .............................................................................. 13 2.7.4.4 District Responsibility .............................................................................. 13 2.7.4.5 Remedial Measures and Costs .................................................................. 13 2.7.4.6 Enforcement Costs .................................................................................... 13

2.8 Acceptance of Existing Sanitary Sewer Systems ................................................................... 14 2.9 Individual Building Connections to District Wastewater Treatment Works .......................... 14

2.9.1 Application for Service .......................................................................................... 14 2.9.2 Classes of Applications .......................................................................................... 14 2.9.3 Fees ........................................................................................................................ 14

2.9.3.1 Inspection Fee ........................................................................................... 14 2.9.3.2 Connection Charge ................................................................................... 15

2.9.3.2.1 New User Exemptions ............................................................... 15 2.9.3.2.2 Waivers ....................................................................................... 15 2.9.3.2.3 Increase in Size and Number of Water Meters .......................... 16

2.9.3.3 Elimination of Connection ......................................................................... 16 2.9.4 Construction Costs ................................................................................................. 16 2.9.5 Separate Building Connections .............................................................................. 16 2.9.6 Connection of New Buildings ............................................................................... 16

2.9.6.1 Public Sanitary Sewer Extended to Each Lot ........................................... 16 2.9.6.2 Construction Specifications ...................................................................... 17 2.9.6.3 Elevation ................................................................................................... 17 2.9.6.4 Connection Specifications ........................................................................ 17 2.9.6.5 Inspection of Connection and Building Lateral Required ........................ 17 2.9.6.6 Safety and Reclamation ............................................................................ 17 2.9.6.7 Use of Existing Sanitary Sewer Lines ...................................................... 17

2.9.7 Connection of Existing Buildings .......................................................................... 17 2.9.8 Unlawful Connections ........................................................................................... 17

2.9.8.1 Sources of Surface Runoff or Groundwater ............................................. 18 2.9.8.2 Substantial Additions to the Water-using Equipment or Appliances ....... 18

2.9.9 Maintenance and Repair of Private Service Laterals and Connections ................ 18 2.10 Backflow Prevention Devices ............................................................................................ 18 2.11 Notice Required Prior to Excavation ................................................................................. 18 2.12 Unlawful Discharges ......................................................................................................... 19

2.12.1 Pollutant Limits ..................................................................................................... 19 2.12.2 Remedies for Pollutant Limits ............................................................................... 21 2.12.3 Pretreatment ........................................................................................................... 21

2.12.3.1 Pretreatment Requirements ..................................................................... 21 2.12.3.2 Pretreatment Costs .................................................................................. 21 2.12.3.3 Pretreatment Monitoring ......................................................................... 21 2.12.3.4 Pretreatment Analysis ............................................................................. 21 2.12.3.5 Other Pretreatment Standards Applicable .............................................. 22

2.12.4 Unusual Waste Subject to Review, Regulation and Approval .............................. 22

- 3 -

2.12.4.1 Wastes Unusual in Composition ............................................................. 22 2.12.4.2 Unusual Water or Wastewater Due to Interaction .................................. 22

2.12.5 Treatment or Flow Control May be Required ........................................................ 22 2.13 Unlawful Acts .................................................................................................................... 23

2.13.1 Allowing Pollutants to Enter Sanitary Sewer ........................................................ 23 2.13.2 Tampering or Vandalism ....................................................................................... 23 2.13.3 Unauthorized or Deficient Connections ................................................................ 23 2.13.4 Infiltration and Inflow ............................................................................................ 23 2.13.5 Utilizing a Structurally Poor Connection .............................................................. 23 2.13.6 Prohibited STEP System Waste Products.............................................................. 23

2.14 Enforcement ....................................................................................................................... 24

2.14.1 Commission of Unlawful Act ................................................................................ 24 2.14.2 Violation of Chapter 644 RSMo Prohibited .......................................................... 24

2.15 Remedies ............................................................................................................................ 24

2.15.1 Injunctive Relief .................................................................................................... 24 2.15.2 Civil Penalty .......................................................................................................... 24 2.15.3 Costs and Expense of Violation and Remedy are Responsibility of Violator ....... 24

2.16 Failure to Remedy Violation ............................................................................................. 25 2.17 Operational Inspections and Monitoring ......................................................................... 25

2.17.1 Residential and Commercial Users ........................................................................ 25 2.17.1.1 Access to Systems.................................................................................... 25 2.17.1.2 Access to Easement ................................................................................ 25

2.17.2 Industrial Users ...................................................................................................... 25 2.17.2.1 Certification Statement ........................................................................... 25 2.17.2.2 Preliminary Treatment Facilities ............................................................ 26 2.17.2.3 Accidental Discharges and Slug Control Plans ...................................... 26 2.17.2.4 Reporting Accidental and/or Slug Discharges ....................................... 26

2.17.2.4.1 Immediate Notification ............................................................. 26 2.17.2.4.2 Written Report .......................................................................... 26 2.17.2.4.3 Posted Notice ............................................................................ 27

2.18 Accounts and Billing ......................................................................................................... 27 2.18.1 Liability for Payment of Accounts and Application for Service ........................... 27 2.18.2 Billing & Payment ................................................................................................. 27

2.18.2.1 Billing Period ........................................................................................... 27 2.18.2.2 Due and Payable ..................................................................................... 27 2.18.2.3 Late Charge ............................................................................................. 28 2.18.2.4 Contents of Statement .............................................................................. 28 2.18.2.5 Delinquent Accounts ............................................................................... 28 2.18.2.6 Termination of Service ............................................................................ 28

2.18.3 Temporary Interruptions of Service ....................................................................... 28 2.18.3.1 Notification of Customers........................................................................ 28 2.18.3.2 Refunds .................................................................................................... 29

2.19 Disconnection .................................................................................................................... 29 2.19.1 Reasons for Disconnection of Service ................................................................... 29

2.19.1.1 Non-payment .......................................................................................... 29

- 4 -

2.19.1.2 Tampering or Vandalism ........................................................................ 29 2.19.1.3 Violation of Health Regulation and/or Unsafe Conditions..................... 29

2.19.2 Procedures for Disconnection of Service .............................................................. 29 2.19.2.1 Notice of Disconnection ......................................................................... 30 2.19.2.2 Reasonable Effort to Contact .................................................................. 30 2.19.2.3 Postponement Due to Medical Circumstances ....................................... 30 2.19.2.4 Customer Dispute ................................................................................... 30 2.19.2.5 Failure to Pay Undisputed Amount ........................................................ 30 2.19.2.6 Failure to Negotiate ................................................................................ 30

2.19.3 Disconnect/Reconnect Charge ............................................................................... 30 2.20 Reconnection/Restoration of Service ................................................................................ 30 2.21 Resale of Sanitary Sewer Services .................................................................................... 31

2.21.1 Resale at a Profit Prohibited .................................................................................. 31 2.21.2 Authorization Required ......................................................................................... 31 2.21.3 Evidence of Compliance ........................................................................................ 31 2.21.4 Submeters May be Required .................................................................................. 31

2.22 Interpretation and Severability .......................................................................................... 31 2.23 Variances .......................................................................................................................... 31 2.24 Effective Date .................................................................................................................... 32

- 5 -

Chapter Two: Sanitary Sewer Use Regulations 2.1 Title - These regulations including appendixes and tables shall be known, referred to and cited as the Sanitary Sewer Use Regulations. 2.2 Scope and Purpose - These regulations govern the use of public sanitary sewers, the installation and connection of building sanitary sewers, and the discharge of waters and wastes into the public sanitary sewer systems: and provides penalties for violations thereof in the service area of the Boone County Regional Sewer District, as established by the Boone County Regional Sewer District Board of Trustees. These regulations are enacted in order to protect and promote the public health and to ensure the safe and efficient delivery of wastewater collection and centralized treatment services within the areas of Boone County, Missouri, subject to the jurisdiction of the Boone County Regional Sewer District. 2.3 Authority - These regulations are enacted under the authority vested in the Boone County Regional Sewer District by sections 204.320 and 204.330, Revised Statutes of Missouri. 2.4 Jurisdiction - These regulations shall be applicable to all areas within Boone County, Missouri, to which the District operates and maintains public sanitary sewer systems. 2.5 Exemptions from District Regulations - These regulations shall not be applicable in the following circumstances:

2.5.1 Systems Under Jurisdiction of Other Entity - No construction, operating, or other permit shall be issued in the name of the District for any wastewater collection system or treatment facility if there is another public or governmental wastewater management and treatment agency having jurisdiction, or concurrent jurisdiction with the consent of the District, willing to provide wastewater collection and treatment services.

2.5.2 Systems Permitted by Department to Other Entity - No wastewater collection system or treatment facility shall be subject to these regulations if constructed and operated under Department permit issued to another public or governmental wastewater management and treatment agency having exclusive jurisdiction or if the District waives the right to act as Continuing Authority for such system or facility. 2.6 General Provisions Governing Disposal of Wastewater - The following general provisions shall be applicable to the disposal of wastewater or sewage:

2.6.1 Wastewater Treatment Required - It shall be unlawful for any person to place, deposit, or allow to be deposited in an unsanitary manner on public or private property within any area under the jurisdiction of the District, any human or animal excrement, garbage, or other objectionable waste which contaminates or pollutes the waters

- 6 -

of this state. It shall be unlawful to discharge to any natural outlet within any area under the jurisdiction of the District, any sewage or other polluted waters, except where suitable treatment has been provided in accordance with provisions of these regulations.

2.6.2 Classes of Sanitary Sewers - The general sanitary sewer system shall be composed of four (4) classes of sanitary sewers: public sanitary sewer systems; private common collector sanitary sewers; private sanitary sewer systems; and on-site systems. The determination as to the class to which any sanitary sewer belongs shall be made without regard to the area drained, the size, character or purpose thereof. All public sanitary sewers shall be constructed along streets, alleys and other public ways wherever practicable; and no such sanitary sewer shall be built or acquired by the District, unless it is on a public way or right-of-way or easement dedicated to the District or easement dedicated to public utilities. Such sanitary sewers may be connected with any other sanitary sewer of any class or with a natural course of drainage in accordance with these regulations and applicable laws.

2.6.2.1 Public Sanitary Sewer Systems - A sanitary sewer controlled by public authority and regulated by the Department. Public sanitary sewers are those which have been or may be constructed or acquired and paid for wholly out of any public funds available for that purpose for the public use, or sanitary sewer systems which have been built by a developer and/or private person and conveyed to the District. Public sanitary sewers shall be established along the principal courses of drainage, at such points, to such extent, of such dimensions and under such conditions as may be provided by regulation, and these may be extensions or branches of sanitary sewers already constructed or entirely new throughout, as may be deemed expedient.

2.6.2.2 Private Common Collector Sanitary Sewers - A private common collector sanitary sewer is a sanitary sewer line which is not owned and maintained by the District or other public entity and which serves two (2) or more lots, tracts or parcels of land or two (2) or more structures under separate ownership. The District shall not accept ownership or responsibility for operation, maintenance, or repair of private common collector sanitary sewers, unless constructed or reconstructed to standards established by the Department and District and the conveyance of which is formally accepted by the District, regardless of whether the District accepts sewage or wastewater therefrom for treatment or disposal, and regardless of whether persons using such sanitary sewers are customers of the District. No person shall record any instrument of conveyance of any interest in a private common collector sanitary sewer without written acceptance of the Board prior to recordation. The District may accept wastewater for treatment from private collection sewers of any type constructed prior to the enactment of these regulations, but the District shall not operate or maintain or repair any collection sewers not owned by the District, nor shall the District assume any legal or financial responsibility for the operation, maintenance, or repair or common collection sewers not owned by the District. Whenever practicable, the District shall notify property owners or other persons who are connected t privately owned common collector sewers and who receive wastewater treatment services from the District of the existence of this regulation by any method deemed appropriate; such notice filed in the land records of Boone County, Missouri, pertaining to property effected by this regulation shall be presumed effective; provided, however, failure of the District to provide such notice shall not effect the validity of this regulation, nor establish any financial or legal obligation of the District to provide operation, maintenance, or repair serviced to private

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collection sewers, nor establish any legal liability on the part of the District for any injury or damage caused by non-maintenance or repair of private collection sewers.

(Revised 7/18/2000)

2.6.2.3 Private Sanitary Sewer Systems - A private sanitary sewer system is a system that is not under the jurisdiction of the District or other governmental entity and which is regulated by the Department and, when applicable, the Missouri Public Service Commission. If neither the District under the provisions of these regulations nor any other public or governmental agency having jurisdiction is willing and/or able to provide wastewater collection and treatment services, but wastewater collection and treatment services are nonetheless required in the geographic area to which a Department issued operating permit is applicable and it is demonstrated that a competent, qualified and solvent private person, entity or organization is ready, willing and available to provide such services as Continuing Authority pursuant to Department regulations, then such other person, entity or organization may act as Continuing Authority without objection of the District if approved by the Department. Provided, however, that as authorized by section 644.027, RSMo, no private sanitary sewer system which is regulated by the Department shall be granted a new operating permit or renewal of an existing operating permit issued by the Department if the District gives notice to the Department and the Continuing Authority to whom such operating permit has been or will be issued that the District operates and maintains a public sanitary sewer collection and treatment system to which the private sanitary sewer system can be connected located within a reasonable distance of a District owned or operated public sanitary sewer to which connection is practicable. A District owned or operated public sanitary sewer shall be presumed to be within a reasonable distance of a private sanitary sewer system to which connection is practicable if the District determines that a) the operation of a private sanitary sewer system is or has not been in compliance with a Department issued operating permit or otherwise has been declared a public health nuisance or hazard by state or local authorities having jurisdiction, b) a connection to a District public sewer can be designed and constructed, c) the expense of connection to the District public sanitary sewer, either individually or in combination with one or more other new connections in close proximity to the private sanitary sewer system is no greater than the cost of installing a new private sanitary sewer system or repairing or reconstructing the existing private sanitary sewer system which complies with Department regulations and permit issued under such regulations as well as applicable District regulations, or d) that no private sanitary sewer system can be constructed or reconstructed which complies with all applicable state and local water pollution control regulations and applicable local zoning or land use regulations. In circumstances in which an existing private sanitary sewer system cannot be repaired or reconstructed to comply with all state and local water pollution control regulations and/or due to topography, local zoning, or other land use regulations, it is impracticable to repair or reconstruct the private sanitary sewer system which complies with all such applicable state and local regulations, then in such circumstances it shall be presumed that connection to a District public sanitary sewer is practicable. In such cases the Department shall deny issuance of a new operating permit, or terminate or deny renewal of an existing operating permit in accordance with Department policies and regulations and the operator of such private sanitary sewer system shall connect to the District system within a reasonable time established by the District.

(Revised 11-15-05 & 4-19-07)

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2.6.2.4 Private On-site Sewage Disposal Systems - A private on-site sewage disposal system is defined as any subsurface sewage treatment system, lagoon disposal system or other waterborne waste disposal method employing basic hydrologic or engineering principles which receives 1500 gallons or less of waterborne waste per day. Private on-site sewage disposal systems are regulated by the Boone County Small On-site Wastewater System Regulations and Boone County Subdivision Regulations enforced by the Boone County Health Department. It shall be unlawful to construct or maintain any privy, privy vault, septic tank, cesspool, or other facility intended or used for the disposal of sewage except as otherwise regulated by Boone County and state law. The owner of any house, building, or property used for human employment, recreation, or other purposes, situated within Boone County, and abutting on any street, alley, or right-of-way without public sanitary sewer but which may have public sanitary sewer in the future are hereby required to install suitable toilet and waste water disposal facilities therein in accordance with applicable building and plumbing codes, and to connect such facilities directly with the closest public sanitary sewer at the owner’s expense in accordance with the provisions of these regulations, within sixty (60) days after date of official notice to do so or such longer time as reasonably determined necessary by the District for good and sufficient cause, whenever a permit to construct or repair an onsite waste water disposal system is denied by the Boone County Health Director or designee in accordance with chapter IV of the Boone County Code of Health Regulations, which is hereby incorporated by reference.

(Revised 6-20-07)

2.7 Design and Construction of Wastewater Collection Systems and Treatment Facilities - Wastewater collection systems and treatment facilities shall be designed and constructed in accordance with the following requirements:

2.7.1 Design Standards for Wastewater Collection Systems and Treatment Facilities - All collection systems and treatment facilities shall be designed in accordance with generally accepted engineering principles with sufficient capacity to collect and/or treat wastewater generated in the geographic area which is subject to the Department construction permit application to which the system or facility pertains considering the maximum population density and permissible land uses in such area.

2.7.1.1 Specifications - All collection systems and treatment facilities shall be designed in accordance with the following: the Sanitary Sewer Specifications and Standards adopted by City of Columbia, the Septic Tank Effluent Pump Specifications adopted by the District, the Pump Station and Wastewater Treatment Facility Specifications adopted by the District.

2.7.1.2 Compliance with District=s Long Range Plan - All plans and

specifications issued in support of an application for a construction or operating permit shall be consistent and in compliance with the District=s master plan for overall wastewater collection and treatment services to the extent practicable. The District=s Long range plan for capital improvements and additions is based on AC Kirkwood report of October 1991, ARecommended Sewerage System Improvements and Capital Cost Estimates,@ and other engineering studies and evaluations of geographic areas in Boone County.

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2.7.1.2.1 Eliminate Points of Discharge - Whenever practical, wastewater collection systems and treatment facilities shall be designed in a manner to minimize or eliminate points of wastewater discharge in the environment and shall only create or establish new points of regulated wastewater discharge when no other alternative is reasonably available in the opinion of the District.

2.7.1.2.2 Provide for Future Growth - All collection systems and treatment facility designs submitted in support of construction permit issued in the name of the District as the Continuing Authority shall to the greatest extent practicable provide for or be designed to accommodate anticipated growth in wastewater collection and treatment capacity for the drainage area or service area to which the permit is applicable.

2.7.1.3 Design Compliance - All collection systems and treatment facilities shall be designed by an engineer registered in Missouri in compliance with applicable state of Missouri and federal clean water and pollution control regulations in effect at the time of design, and may only be constructed and modified in accordance with plans and specifications prepared by a registered engineer.

2.7.1.3.1 Public Sanitary Sewer Extended to Each Lot - It shall be

unlawful to connect a sanitary sewer line of any type to a public sanitary sewer unless such public sanitary sewer is extended a minimum of ten feet inside the property line of the lot or tract to be provided with public wastewater collection and treatment service; and in any case where the public sanitary sewer is located deeper than ten feet from grade, it shall be extended at least one foot further inside the property line beyond ten feet for every twelve inches depth in excess of ten feet.

2.7.1.3.2 Private Sanitary Sewer Laterals - It shall be unlawful for any private sanitary sewer lateral to be extended off the described, platted or surveyed lot or tract of land from which it originates except in cases where such private lateral extends into or across a publicly maintained road or street right of way or general utility easement abutting such property in order to connect to an existing District owned and operated sewer line located within or immediately adjacent to such road or street or general utility easement such that such private sewer lateral does not extend into or encroach upon any other private property. Subject to the foregoing, it shall be unlawful for any person to connect a sanitary sewer line of any type to a District owned and operated sanitary sewer unless such public sanitary sewer is extended a minimum of ten feet from and within the property line of the lot or tract to be provided with public wastewater collection and treatment service; and in any case where the public sanitary sewer is located deeper than ten feet from grade, it shall be extended at least one foot further inside the property line beyond ten feet for every twelve inches depth in excess of ten feet. (Revised 11/21/2006; 9/16/08)

2.7.1.3.3 Common Collectors - It shall be unlawful for two or more

privately owned wastewater collection lines originating from separate dwellings, buildings, or other structures, or from two or more septic tanks, lagoons or other wastewater treatment facilities to be connected to each other unless the District grants a variance for such extension or connection. A variance may be granted upon showing that the extension or connection does not violate any applicable federal or state clean water law, rule or regulation, that without the variance the person or persons seeking the variance will incur

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unreasonable and unnecessary hardship, and that such person or persons can demonstrate that adequate provision has been made for perpetual maintenance and operation of such facilities.

2.7.1.4 Plan Approval - Plans and specifications prepared for any collection system or treatment facility shall be approved by the administrative authority when the District is the permittee and also by all public or governmental agencies having jurisdiction prior to construction, modification or operation.

2.7.1.5 Costs and Liability - Except in cases when the District is both the Owner and permittee under a Department construction permit, all design and construction work performed under such permit shall be performed at the sole cost, expense and liability of the Owner. The District shall have no liability or responsibility for such work.

2.7.1.6 Fees - The District by resolution or other official action by its Board may from time to time impose such user fees in the form of permit fees, inspection fees or other charges as it may deem appropriate as long as such user fees are based on the actual cost or reasonable estimate of actual cost of providing permits, inspections or administrative services of direct benefit to the person receiving such services.

2.7.1.7 Certification - No collection system or treatment facility shall be made operational unless written certification is issued by a licensed engineer that the facilities constructed or modified under Department construction permit have been completed in accordance with approved plans and specifications for the work under such permit as required by Department regulations.

2.7.1.8 Conveyance - Once the collection system and/or treatment facility is found to be in compliance with District regulations, the system and/or facility shall be conveyed to the District. The treatment facility and collection system shall be conveyed by Bill of Sale. Real estate rights to collection systems shall be conveyed by easement. Real estate rights to treatment facilities shall be conveyed by Warranty Deed. Prior to District’s acceptance of any warranty deed, the party conveying such warranty deed shall provide the District with a policy of title insurance issued by a reputable insurer in such amount and with such coverage for the full insurable value of the property to be conveyed as determined by District to be appropriate to assure District of marketable title free and clear of all liens and encumbrances. District further reserves the right to require such title insurance on other interests in real property conveyed to District as determined reasonably appropriate by District under the circumstances to protect the interests of the District. Upon District formal acceptance of instruments of conveyance, the District will act as Continuing Authority and be responsible for the upkeep and maintenance of real estate and improvements located therein. The District reserves the right to further extend mains and collection lines and to connect other sanitary sewers without additional or further compensation to the grantors of real and personal property interests after District acceptance of conveyances.

(Revised 6-20-07) 2.7.1.9 Condition of Conveyed Wastewater Collection and Treatment

Equipment All manufactured wastewater collection and treatment equipment to be transferred and conveyed to the Boone County Regional Sewer District for ownership and operation, including but not limited to pump stations and treatment plants, shall be new or

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reconditioned, but in all cases shall have at least a one year manufacturer warranty that such equipment is free from defect in material and workmanship and in the event that defects in materials or workmanship are discovered during the warranty period, such equipment shall be repaired or replaced at manufacturer expense. Boone County Regional Sewer District shall be the sole judge of the acceptability of all manufacturer warranties under the provisions of this regulation and reserves the right to refuse for acceptance and operation any equipment that is not reliably warranted by a manufacturer of established reputation within the industry that produces the equipment to be warranted. (Adopted 9/17/2002)

2.7.2 Construction Permits - Unless exempt from the provisions of these regulations, no collection system and/or treatment facility shall be constructed or modified except in compliance with the terms and conditions of both the Department construction permit as well as the District construction permit and in accordance with the approved application.

2.7.2.1 Plan Modifications - Unauthorized changes, deviations or modifications that constitute a violation of the Department construction permit shall subject the Owner to imposition of penalties as provided by these regulations.

2.7.2.2 Costs and Liability - Unless otherwise agreed by written contract, the person designated as Owner of the wastewater collection system and/or treatment facility specified in a construction permit application and permit shall be wholly responsible for the performance of and payment for all design and construction work necessary under the permit.

2.7.3 Inspections and Testing of Wastewater Collection Systems and Treatment Facilities - Except in cases in which the District is not the designated Continuing Authority, no collection system and/or treatment facility shall be used or operated except under permit issued to the District pursuant to Department regulations after inspection of same is conducted by the Administrative authority and the system and/or facility is approved and found to be in compliance with these regulations.

2.7.3.1 Access for Inspections - No final inspection shall be conducted or approval granted for the use or operation of any collection system and/or treatment facility unless such system and/or facility is exposed for inspection and/or put in a condition to be tested at the Owner=s expense so that the system and/or facility can be examined for compliance with these regulations. Any system and/or facility which has been backfilled in whole or part, or covered or completed such that complete inspection or testing for compliance can not be conducted shall, upon request of the Administrative authority, be uncovered, re-excavated, or otherwise exposed or put in a condition to be inspected or tested at the sole expense of the Owner in order that a complete inspection or testing can be conducted for purposes of determining compliance with these regulations.

2.7.3.2 Failure to Allow Inspections - Any Owner which shall fail to expose or otherwise make a system and/or facility available for complete inspection or testing upon request of the Administrative authority or governmental agency having jurisdiction during construction or after completion of construction but prior to final inspection shall be subject to District=s application to the Department to terminate the

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construction permit, or District=s refusal to obtain an operating permit from the Department, and/or penalties or relief provided for under these regulations.

2.7.4 Operation of Wastewater Collection Systems and Treatment Facilities

Prior to District Acceptance - If operation and maintenance of a system and/or facility is necessary prior to District acceptance, the following applies:

2.7.4.1 District as Continuing Authority - Unless exempt from the provisions of these regulations, no owner or other person shall operate any wastewater collection system and/or treatment facility not owned by the District except under an operating permit issued in the name of the District.

2.7.4.2 Owner Responsibility - Except as may be otherwise provided by written contract between the District and the Owner or until such time as all property interests of or pertaining to a wastewater collection system and/or treatment facility operated under an operating permit issued to the District are conveyed to and accepted by the District, the Owner of such system and/or facility shall be wholly responsible for the operation and maintenance of such system and/or facility regardless of whether the District receives fees or charges for the use of such system and/or facility.

2.7.4.3 Repair of Deficiencies - The Owner of such system and/or facility shall be wholly responsible for the prompt remedy and repair of any operational defect or deficiency in the system and/or facility or violation of any applicable law, rule or regulation pertaining to such system and/or facility.

2.7.4.4 District Responsibility - The District shall have the right but not the obligation to take any measures necessary to protect the public health, safety or welfare for any system and/or facility for which a construction permit has been applied for from the Department listing the District as the continuing authority or the operating authority or under which an operating permit is or will be issued in the name of the District regardless of whether the Owner of such system and/or facility takes or has a legal obligation to take any such measures.

2.7.4.5 Remedial Measures and Costs - Any Owner which shall fail, neglect or refuse to operate or maintain such system and/or facility, or which shall fail, neglect or refuse to remedy or repair any such defect or deficiency or otherwise correct any such violation shall be liable to the District for the reasonable costs of any remedial measures taken by the District to protect the public health, safety or welfare necessitated by the Owner=s failure, neglect or refusal to take necessary remedial measures in addition to being subject to any penalty or relief provided for in these regulations.

2.7.4.6 Enforcement Costs - Any person or Owner who or which obtains any permit issued in the name of the District as controlling or operating authority under Department regulations is presumed to understand and agree to the content of these regulations and in the event any person, entity, or organization, whether singular or plural, who or which is listed as an Owner or agent of the Owner on any such permit violates or facilitates a violation of any regulation hereunder shall be liable to the District for the actual cost of remedial measures taken to protect the public health or safety and for enforcing these regulations due to such violation, including court costs, reasonable attorney fees and the

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actual expense of any laboratory testing and expert witness fees incurred by the District in enforcing these regulations as to the person or Owner in violation. Such costs may be entered as a judgment against the person or Owner in violation in addition to or in lieu of any court imposed penalty. 2.8 Acceptance of Existing Sanitary Sewer Systems - The District Board may accept the conveyance of a private sanitary sewer system if the system meets District specifications and is properly conveyed by way of easements, bill of sale and warranty deed.

2.9 Individual Building Connections to District Wastewater Treatment Works - Individual buildings may be connected to District owned and operated sewer lines by means of private service laterals in accordance with applicable plumbing codes and District regulations. Private service laterals extending from the building which they serve to the District sewer line, including the point of connection to the District sewer line, are the property of the person or persons owning the property upon which they are situated. As such, the owner of such property has the responsibility and liability for the installation, maintenance, and repair of such private laterals. Accordingly, individual building connections may be made to the District sewer lines in accordance with the following requirements: (Revised 11/21/2006)

2.9.1 Application for Service - No unauthorized person shall uncover, make any connections with or opening into, use, alter, or disturb any public sanitary sewer or appurtenance thereof without first filing an application for service with the District.

2.9.2 Classes of Applications - There shall be two (2) classes of applications for service: (a) for residential and commercial service, and (b) for service to establishments producing industrial wastes. In either case, the owner or their agent shall make application on a form furnished by the District. The application shall be supplemented by any plans, specifications, or other information considered pertinent in the judgment of the District.

2.9.3 Fees - Payment of inspection fees and connection charges are due at the time of application. The District by resolution or other official action by its Board may from time to time impose such user fees in the form of permit fees or other charges as it may deem appropriate as long as such user fees are based on the actual cost or reasonable estimate of actual cost of providing permits, inspections or administrative services of direct benefit to the person receiving such services.

2.9.3.1 Inspection Fee For Connections -- An inspection fee shall be chargeable for new connections to District owned and operated sewers as follows: Thirty-five Dollars ($35.00) for a residential, commercial, and industrial building gravity sanitary sewer connection and One Hundred and Forty Dollars ($140.00) for a residential, commercial or industrial pressurized sanitary sewer connection. Inspection fees shall be paid to the District at the time the application for sewer service shall be filed. (Revised 11/21/2006)

2.9.3.2 Connection Charge – A charge with every new or additional or expanded building connection to the District, shall be paid to the District upon application for sewer service. Each new residential or commercial user of the wastewater system shall

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pay a wastewater system connection fee per residential or commercial unit. An expanded connection is any existing connection that increases the size or number of water meters serving its premises. The connection charge shall be in accordance with the following connection charge schedule and shall be based upon the water meter(s) size serving the premises excluding those set by special regulation for particular collection systems.

Size of water meter in Inches BCRSD Connect Fee 5/8 and ¾ $1,375.00

1 $2,300.00 1 1/2 $4,600.00

2 $7,360.00 The connection fee for water meters larger than 2” will be determined by District staff on a case by case basis. (Revised 12/17/2014, 1/1/04, 4/20/04, 12/19/06, 5/18/10)

2.9.3.2.1 New User Exemptions - New users of the District shall not be assessed an initial connection charge in the following instances but any increase in the size or number of water meters shall be assessed for expanded use:

(1) If an unexpired building permit is or was in existence for the premises on the date this new rule is adopted.

(2) If a user=s premises is served by the District or the new user occupies a structure in and has been or will be assessed for connection to a sanitary sewer improvement project financed under the Neighborhood Improvement District Act for public sanitary sewer services on the effective date this new rule is adopted.

(3) If there is a break in sanitary sewer service to the user=s premises for less than two years.

(4) If metered water usage on the user=s premises is solely for purposes of fire protection or landscape irrigation or otherwise not connected to sewage collection or treatment facilities owned or operated by the District.

2.9.3.2.2 Waivers - The Board may waive imposition of connection

charges in cases where the District has adopted a sewage capacity cost allocation ordinance in the area subject to connection charges or in cases where a real estate subdivider or developer has entered into a binding agreement with the District in which the subdivider or developer installs or pays for all or substantially all of the costs of installing public wastewater collection facilities and additional sewage treatment capacity, when applicable, and agrees to convey such facilities to the District. Connection charges also may be waived in cases where public wastewater collection and/or treatment facilities to which connection is made are being financed under the provisions of the Neighborhood Improvement District Act.

2.9.3.2.3 Increase in Size and Number of Water Meters - Any user who increases the size of a water meter(s) serving its property or premises shall pay a charge equal to the difference between the connection charge for the meter(s) which existed prior to the increase and the connection charge for the newly installed meter(s). Any user

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who increases the number of water meters serving its property or premises shall pay a connection charge for each additional water meter in accordance with section 2.9.3.2 above.

2.9.3.3 Elimination of Connection - Failure to pay inspection fees and connection charges and other applicable fees shall be grounds for the District to eliminate the connection until such time as the charges are paid in full or construction requirements are satisfied.

2.9.4 Construction Costs - All costs and expenses incident to the installation and connection of the building sanitary sewer shall be borne by the owner. The owner shall indemnify the District from any loss or damage that may directly or indirectly be occasioned by the installation of the building sanitary sewer.

2.9.5 Separate Building Connections - A separate and independent sanitary sewer connection shall be provided for every building.

2.9.6 Connection of New Buildings - The applicant shall install at applicant's expense necessary sewage facilities and sanitary sewer lines along public highways, roadways, streets, or alleys where grades have been established, or within dedicated easements acceptable to the District.

2.9.6.1 Private Service Laterals and Public Sanitary Sewer Extension- No private sewer service lateral shall extend off of the property which it serves except in cases where such private lateral extends into or across a publicly maintained road or street right of way or general utility easement abutting such property in order to connect to an existing District owned and operated sewer line located within or immediately adjacent to such road or street or general utility easement such that such private sewer lateral does not extend into or encroach upon any other private property. Subject to the foregoing, it shall be unlawful for any person to connect a sanitary sewer line of any type to a District owned and operated sanitary sewer unless such public sanitary sewer is extended a minimum of ten feet from and within the property line of the lot or tract to be provided with public wastewater collection and treatment service; and in any case where the public sanitary sewer is located deeper than ten feet from grade, it shall be extended at least one foot further inside the property line beyond ten feet for every twelve inches depth in excess of ten feet.

(Revised 11/21/2006)

2.9.6.2 Construction Specifications - The size, slope, alignment, materials of construction of a building sanitary sewer, and the methods to be used in excavating, placing of the pipe, jointing, testing and backfilling the trench, shall all conform to the requirements of the building and plumbing code or other applicable rules and regulations of the Boone County Department of Planning & Building Inspections.

2.9.6.3 Elevation - Whenever possible, the building sanitary sewer shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to allow gravity flow to the public sanitary sewer, sanitary sewage carried by such building drain shall be lifted by an approved means and discharged to the building sanitary sewer.

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2.9.6.4 Connection Specifications - The connection of the building sanitary sewer into the public sanitary sewer shall conform to the requirements of the building and plumbing code or other applicable rules and regulations of the Boone County Department of Planning and Building Inspection and/or the applicable regulations of the City of Columbia. All such connections shall be made gas tight and watertight. Any deviation from the prescribed procedures and materials must be approved by the administrative authority before installation.

2.9.6.5 Inspection of Connection and Building Lateral Required - The applicant for the building sanitary sewer connection permit shall notify the District when the connection to the public sanitary sewer is ready for inspection. The connection and the building lateral from the house or building drain to the District=s sanitary sewer main shall be left uncovered for inspection. Failure of the applicant to provide for the inspection will result in the lateral and connection being uncovered at the applicant=s expense in order that the connection and lateral may be inspected for proper installation by the District personnel.

2.9.6.6 Safety and Reclamation - All excavations for building sanitary sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the District.

2.9.6.7 Use of Existing Sanitary Sewer Lines - Old sanitary sewer lines may be used in connection with new buildings only when they are found, on examination and test by the District, to meet the requirements of these regulations.

2.9.7 Connection of Existing Buildings - At such time as public sanitary sewer with sufficient treatment capacity becomes available to a property served by a private on-site sewage disposal system, a direct connection shall be made to the public sanitary sewer within ninety (90) days of availability in compliance with this regulation, if practicable. Any septic tanks, cesspools, and similar private sewage disposal facilities shall be abandoned and filled with suitable material.

2.9.8 Unlawful Connections - It shall be unlawful to make any connection to a

public sanitary sewer in the following respects:

2.9.8.1 Sources of Surface Runoff or Groundwater - No person shall make connection of roof downspouts, exterior foundation drains, areaway drains, or other sources of surface runoff or groundwater to a building sanitary sewer or building drain which in turn is connected directly or indirectly to a public sanitary sewer.

2.9.8.2 Substantial Additions to the Water-using Equipment or Appliances - No substantial additions to the water-using equipment or appliances connected to the sanitary sewer system of the District shall be made except upon written notice to, and with the written consent of, the District.

2.9.9 Maintenance and Repair of Private Service Laterals and Connections –

Any person or persons owning or possessing property served by and connected to a District owned and operated sewer line shall be solely responsible for the operation, maintenance and repair of the service lateral line from the building it serves up to and including the point

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of connection to the District sewer line unless otherwise specifically provided for by District regulation. In addition to the provisions of other District regulations and in the event that the District gives any person or persons owning or possessing property served by and connected to a District owned and operated sewer line a warning or notice of violation as a result of inspection and determination that their private service lateral or connection to the District sewer line is defective or in disrepair, then such person or persons shall immediately repair or replace such lateral or connection or take such other remedial action as necessary in accordance with the requirements of such warning or notice so given. (Revised 11/21/2006)

2.10 Backflow Prevention Devices - The District may require any customer to install a backflow prevention device at the customer’s expense on the customer’s lateral or house drain as a condition to provision of wastewater collection and treatment services to the customer’s property if the District finds that installation of such device is necessary to prevent a possible sewage backup into a habitable dwelling or structure. The District shall require every customer to install a backflow prevention device at the customer’s expense on the customer’s lateral or house drain as a condition to provision of wastewater collection and treatment services to the customer’s property for all new construction and/or all repair, renovation, or rehabilitation of laterals or house drains. Such backflow prevention devices may include backwater valves, grinder pumps, or other equipment designed to prevent sewage backflow, so long as the particular device to be installed is approved by the District prior to installation; provided, however, that the District’s approval of any backflow prevention device chosen by the customer is not intended and shall not be construed to indicate that the District assumes responsibility or liability for the adequacy or sufficiency of the design or function of any such device. The extendable backwater valve manufactured by Clean Check, Inc., Part # EBV-P401AP with adapter and plug, and approved equal, is hereby recognized and approved by the District for such installation. It shall be the responsibility of the customer or qualified professionals retained by the customer to periodically inspect, maintain, and repair any such device installed in accordance with manufacturer specifications and recommendations. The District assumes no responsibility or liability for the failure of a backflow prevention device to function or otherwise prevent sewage backflow after installation. (Revised 9/21/04 & 11/21/2006, 6/15/10) 2.11 Notice Required Prior to Excavation - Any person desiring to lay pipes for water, gas, steam, or other purposes, in any street or alley upon which sanitary sewers are to be laid, shall give at least forty-eight (48) hours' notice to the District before opening the street, and the manner of excavating and backfilling over such pipe shall be subject to the approval of the District. All such work shall be planned and executed so that no injury shall occur to any public sanitary sewer or to any building sanitary sewer connected therewith. 2.12 Unlawful Discharges - The following discharges shall be prohibited in the public sanitary sewers:

2.12.1 Pollutant Limits - Except as hereinafter provided, it shall be unlawful for any person to discharge or cause to be discharged into any sanitary sewer any of the following described substances, materials, water or wastes:

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(1) Any liquid or vapor having a temperature higher than one hundred fifty (150) degrees Fahrenheit (sixty-five (65) degrees Celsius).

(2) Any pollutants with a closed cup flashpoint of less than one hundred forty

(140) degrees Fahrenheit or sixty (60) degrees Celsius.

(3) Any gasoline, benzene, naphtha, fuel oil, mineral oil, or other flammable or explosive liquid, solid or gas.

(4) Any water or wastes containing more than two hundred (200) milligrams per

liter (mg/l) of fat, oil or grease [emulsified oil or grease exceeding on analysis an average of one hundred (100) mg/l floatable and six hundred (600) mg/l dispersed of other soluble matter].

(5) Any water or wastes that contain grease or oil or other substances that will

solidify or become discernibly viscous at temperatures between thirty-two (32) and one hundred fifty (150) degrees Fahrenheit (zero (0) and sixty-five (65) degrees Celsius).

(6) Any garbage that has not been properly shredded or comminuted to a degree

that all particles will be carried freely under the flow conditions of the sanitary sewer with no particle greater than one-half inch in any dimension.

(7) Any ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers,

tar, plastics, wood, paunch manure, hair and fleshings, entrails, lime slurry, lime residues, beer or distillery slops, chemical residues, paint residues, unapproved cannery waste, bulk solids, or any other solid or viscous substance capable of causing obstruction to the flow in sanitary sewers or other interference with the proper operation of the wastewater treatment facility.

(8) Any water or wastes having corrosive properties capable of causing damage

or hazard to pipe, structures, equipment or personnel of the wastewater treatment facility or collection system. Free acids and alkalis of such wastes must be neutralized within a permissible range of pH between 5.5 and 9.5. The administrative authority may grant variances for higher pH than 9.5, but in no event lower than 5.5.

(9) Any water or wastes containing a toxic or poisonous substance, that result in

toxic gases, fumes, or vapors, or of high chlorine demand in sufficient quantity to injure or interfere with any wastewater treatment works process, constitute a hazard to worker health and safety, or to other humans or animals, or create any hazard in the receiving waters or the effluent of the wastewater treatment facility.

(10) Any water or wastes that contain more than ten (10) mg/l by weight of the

following gases: hydrogen sulfide, sulfur dioxide or nitrous oxide.

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(11) Any water or wastes containing the discharge of acid pickling wastes or concentrated plating solutions, whether neutralized or not, which are capable of causing any obstruction, damage or corrosion in the sanitary sewers or the wastewater treatment facility.

(12) Any waters containing suspended solids of such character and quantity that

unusual provision, attention or expense is required to handle such materials at the wastewater treatment facility.

(13) Any noxious or malodorous gas or other substance which either singly or by

interaction with other wastes is capable of creating public nuisance or hazard to life or of preventing entry into sanitary sewers for maintenance and repair.

(14) Any waters, wastes, materials or substances which react with water or wastes

in the sanitary sewer system to release noxious gases, develop color of undesirable intensity, form suspended solids in objectionable concentration, or create any other condition deleterious to structures and treatment processes.

(15) Any water or wastes that do not comply with applicable state and federal

pretreatment standards and requirements.

(16) No user shall introduce or cause to be introduced into the wastewater treatment works any pollutant or wastewater that causes pass through or interference. These general prohibitions apply to all users of the wastewater treatment works whether or not they are subject to categorical pretreatment standards, any regulation containing pollutant discharge limits promulgated by EPA in accordance with 33 U.S.C. ' 1317 which applies to a specific category of users and which appear in 40 CFR Chapter I, Subchapter N, Parts 405-471 or any other national, state, or local pretreatment standards or requirements.

(17) No user shall introduce or cause to be introduced into the wastewater

treatment works any pollutants, including oxygen-demanding pollutants (BOD, etc.), released in a discharge at a flow rate or pollutant concentration which, either singly or by interaction with other pollutants, will cause interference with the wastewater treatment works.

2.12.2 Remedies for Pollutant Limits - If any waters or wastes are discharged, or

are proposed to be discharged to the public sanitary sewers, which waters contain the substances or possess the characteristics enumerated in these regulations, and which in the judgment of the District, may have a deleterious effect upon the treatment works, processes, equipment, or receiving waters, or which otherwise create a hazard to life to constitute a public nuisance, the District may: reject the wastes; require pretreatment to an acceptable condition for discharge to the public sanitary sewers; require control over the quantities and rates of discharge; and/or require payment to cover the added cost of handling and treating the wastes not covered by existing sanitary sewer charges under the provisions of these regulations.

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2.12.3 Pretreatment - If the District allows the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to the review and approval of the District, and subject to the requirements of all applicable codes, regulations and laws including those dictated by the City of Columbia’s pretreatment program. No statement contained in this section shall be construed as preventing any special agreement or arrangement between the District and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the District for treatment, subject to payment therefore, by the industrial concern. (Revised 9/16/08)

2.12.3.1 Pretreatment Requirements - Grease, oil, and sand interceptors shall be provided when, in the opinion of the District, they are necessary for the proper handling of liquid wastes, sand, or other harmful ingredients, except that such interceptors shall not be required for private living quarters or dwelling units. All interceptors shall be of a type and capacity approved by the District, and shall be located as to be readily and easily accessible for cleaning and inspection.

2.12.3.2 Pretreatment Costs - Where preliminary treatment or flow-equalizing facilities are provided for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at the owner=s expense.

2.12.3.3 Pretreatment Monitoring - When required by the District, the

owner of any property serviced by a buildings sanitary sewer carrying wastes shall install a suitable control manhole together with such necessary meters and other appurtenances in the building=s sanitary sewer to facilitate observation, sampling, and measurement of the wastes. Such manhole, when required, shall be accessibly and safely located, and shall be constructed in accordance with plans approved by the District. The manhole shall be installed by the owner at his or her expense, and shall be maintained by him or her so as to be safe and accessible at all times.

2.12.3.4 Pretreatment Analysis - All measurements, tests, and analyses of the characteristics of waters and wastes to which reference is made in this regulation shall be determined in accordance with the latest edition of "Standard Methods for the Examination of Water and Wastewater," published by the American Public Health Association, and shall be determined at the control manhole provided, or upon suitable samples taken at said control manhole. In the event that no special manhole has been required, the control manhole shall be considered to be the nearest downstream manhole in the public sanitary sewer to the point at which the building sanitary sewer is connected. Sampling shall be carried out by customarily accepted methods to reflect the effect of constituents upon the sewage works and to determine the existence of hazards to life, limb, and property. (The particular analysis involved will determine whether a twenty-four (24) hour composite of all outfalls or a premise is appropriate or whether a grab sample or samples should be taken. A grab sample is an individual sample collected in less than fifteen (15) minutes, without regard for flow or time. Normally, but not always, BOD and suspended solids analyses are obtained from 24-hour composites of all outfalls whereas pH analyses are determined from periodic grab samples.)

2.12.3.5 Other Pretreatment Standards Applicable - Whenever a District customer is connected to a District collection line for which waste water treatment is provided by the City of Columbia or other municipality, and such waste water treatment

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provider has adopted ordinances or regulations requiring pretreatment and monitoring, then the customer’s compliance with the requirements of those ordinances or regulations shall be applicable to the customer as a condition to District services to the customer regardless of whether District imposes the same or differing requirements; in the event of conflict between particular requirements, the higher or more rigorous standards intended to protect the public health shall be applicable. (Revised 5/12/04)

2.12.4 Unusual Waste Subject to Review, Regulation and Approval - Unusual wastes discharged into the District wastewater treatment works shall be subject to the following:

2.12.4.1 Wastes Unusual in Composition - Wastes which are unusual in composition, i.e., contain an extremely large amount of TSS or BOD; are high in dissolved solids such as sodium chloride, calcium chloride, or sodium sulfate; or are in any other way unusual, shall be reviewed by the administrative authority, who will determine whether such wastes shall be prohibited from or may be admitted to the District sanitary sewers or shall be modified or treated before being admitted. Wastes that, in the opinion of the administrative authority, are unusual or highly variable in volume shall be subject to flow equalization or other forms of regulation.

2.12.4.2 Unusual Water or Wastewater Due to Interaction - Any water

or waste which, by interaction with other water or wastes in the public sanitary sewer system, releases obnoxious gases or develops color of undesirable intensity, or forms suspended solids in objectionable concentration, or creates any other condition deleterious to structures and treatment processes, shall be subject to control of the administrative authority. 2.12.5 Treatment or Flow Control May be Required - In cases where the

administrative authority determines that wastes may be deleterious to the wastewater treatment works or have an adverse effect upon the wastewater treatment process or the receiving stream, or body of water, the administrative authority may require treatment to reduce the TSS, BOD or other constituents to levels more closely approaching those of normal wastewater before discharging such wastes into the District sanitary sewers. The administrative authority may also require any user to control its discharge to the public sanitary sewers so that it will not exceed a maximum percentage of the total flow in a sanitary sewer or to a treatment facility. 2.13 Unlawful Acts - The following acts or conduct shall be unlawful:

2.13.1 Allowing Pollutants to Enter Sanitary Sewer - It shall be unlawful to place or deposit or cause to be deposited or placed into any sanitary sewer any normal domestic wastewater, industrial waste or other polluted water except in accordance with the provisions of these regulations.

2.13.2 Tampering or Vandalism - It shall be unlawful to adjust, obstruct, damage, break or remove any portion of any manhole, cleanout, catch basin, inlet, outlet, or any part of the wastewater treatment works, or throw or deposit or cause to be thrown or deposited

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in any sanitary sewer opening or receptacle connecting with the wastewater treatment works, any matter or thing whatsoever, except in accordance with the provisions of these regulations or to obstruct in any way or uncover the public sanitary sewers for any purpose, or to make connection therewith, or uncover the public connection branches thereof, unless and except with the consent and under the supervision of the administrative authority.

2.13.3 Unauthorized or Deficient Connections - It shall be unlawful to make or cause to be made any such connections, except as herein provided, and by a competent and skillful mechanic, or to make such connections in any manner other than provided for by regulations adopted by the District.

2.13.4 Infiltration and Inflow - It shall be unlawful to allow the entry of ground water or storm water to the wastewater treatment works through: a faulty sanitary sewer service line or connection point with the public sanitary sewer; surface water area drain; subsurface cleanout; roof drain; or by pumping any unpolluted industrial process waters to any wastewater collection system.

2.13.5 Utilizing a Structurally Poor Connection - It shall be unlawful to utilize a service connection point that is structurally poor and deteriorated, protruding into the public sanitary sewer, causing infiltration or inflow of subsurface water, or allowing the growth of tree roots into the wastewater collection system.

2.13.6 Prohibited STEP System Waste Products – – It shall be unlawful to deposit or permit the deposit of solid or insoluble organic or inorganic waste products into a plumbing drainage system which uses a septic tank effluent pump except waste products generated by the human body and paper tissue products designed to dissolve and be used in sanitary sewer systems; provided, however, that no enforcement action shall be taken for violation of this rule unless the property owner or resident has first been given written notice of violation of this rule and thereafter commits a further violation of this rule. (Revised 12-18-07)

2.13.7 Constructing or Utilizing a Private Lateral that extends into or encroaches upon any other private property - It shall be unlawful for any private sanitary sewer lateral to be extended off the described, platted or surveyed lot or tract of land from which it originates except in cases where such private lateral extends into or across a publicly maintained road or street right of way or general utility easement abutting such property in order to connect to an existing District owned and operated sewer line located within or immediately adjacent to such road or street or general utility easement such that such private sewer lateral does not extend into or encroach upon any other private property.

(Revised 9/16/08)

2.14 Enforcement - These regulations shall be enforced in the following manner:

2.14.1 Commission of Unlawful Act - Any person who commits an unlawful act under these regulations or who knowingly makes any false statement, representation or certification in any application, record plan or other document filed or required to be maintained or who falsifies, tampers with or knowingly renders inaccurate any monitoring device or method required hereunder shall be subject to the remedies provided for in section

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2.15 below. Each day the unlawful act occurs or continues shall constitute a separate violation.

2.14.2 Violation of Chapter 644 RSMo Prohibited - It shall be unlawful for any person to violate or allow violation of any provision of Chapter 644 RSMo within the geographic boundaries of the District and any person who violates or allows violation of any such provision shall be subject to any penalties or relief provided for in these regulations; provided, however, that no enforcement proceeding hereunder shall be brought by or on behalf of the District or maintained by the District if any enforcement proceeding is brought by the Missouri Clean Water Commission or the Missouri Department of Natural Resources for the same violation or if either such agency shall notify the District of its intent to bring an enforcement proceeding for any such violation. No violation proceeding shall be brought by or on behalf of the District for violation of any provision of Chapter 644 RSMo except in emergency or exigent circumstances unless the District has provided the Missouri Clean Water Commission or the Missouri Department of Natural Resources with actual notice of its intent to bring such proceeding, in writing or otherwise, and the fact of such notice is stated in the pleading filed in the legal proceeding for enforcement. 2.15 Remedies - If any person is found to be violating any provision of these regulations, the administrative authority may, at his or her discretion, pursue any combination of the following remedies. The penalty provided in this section shall not be construed to be exclusive but is intended to be supplementary and in addition to any other remedy provided by law or at equity. Any person who repeatedly violates the same provision or provisions of these regulations shall be subject to injunctive relief in addition to the remedies provided for herein.

2.15.1 Injunctive Relief - Injunctive or other appropriate relief in circuit court restraining the violation, requiring compliance with District regulations and recovering the District's cost in remediating any damage caused by the violation.

2.15.2 Civil Penalty - Any person or Owner who violates or facilitates the violation of any provision of these regulations shall be subject to payment of a civil penalty as determined by the Circuit Court of Boone County, Missouri, in a sum not to exceed $300.00 per day for each day=s violation of any such regulation. Every separate violation of these regulations shall be considered subject to a separate penalty and each day=s violation of each such regulation shall subject the violator to a cumulative penalty.

2.15.3 Costs and Expense of Violation and Remedy are Responsibility of Violator - In addition to any other remedy available to the District authorized under these regulations, any person violating any of the provisions of these regulations in accordance with their terms shall be liable to the District for any expense, loss, or damage occasioned to the District by reason of such violation. As an alternative to an enforcement action, the District may specially invoice or add as a special charge to a customer account the costs and expenses incurred by the District to respond to and repair or remedy defects or damages to property or equipment owned or otherwise maintained by the District resulting from any violation of these regulations. (Revised 12/18/07)

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2.16 Failure to Remedy Violation - The District is authorized to do any combination of the following if any person shall fail to remedy a violation after notice of the violation: revoke any application for service or construction permit granted by the District; discontinue sanitary sewer service to that person; use District or contract forces to remedy the violation and charge the costs of the remedy to the person in violation. 2.17 Operational Inspections and Monitoring - The following provisions shall be applicable to operational inspections and monitoring of facilities subject to these regulations:

2.17.1 Residential and Commercial Users - The District is duly authorized to inspect and approve the installation of building laterals and their connection to the public sanitary sewer system, and to inspect such wastewater as may be discharged therefrom.

2.17.1.1 Access to Systems - The District=s duly authorized employees bearing proper credentials and identification shall be permitted to enter all properties for the purposes of inspection, observation, measurement, sampling, and testing in accordance with the provisions of this regulation. The District=s representatives shall have no authority to inquire into any processes including metallurgical, chemical, oil, refining, ceramic, paper, or other industries beyond that point having a direct bearing on the kind and source of discharge to the sanitary sewers or waterways or facilities for wastewater treatment.

2.17.1.2 Access to Easement - The District=s duly authorized employees

bearing proper credentials and identification shall be permitted to enter all private properties through which the District holds an easement for the purposes of inspection, observation, measurement, sampling, repair, and maintenance of any portion of the District facilities lying within said easement.

2.17.2 Industrial Users - Industrial users of the District=s wastewater treatment works shall be subject to the following:

2.17.2.1 Certification Statement - All wastewater discharge permit applications and user reports must be signed by an authorized representative of the user and contain the following certification statement: "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 fine and imprisonment for knowing violations."

2.17.2.2 Preliminary Treatment Facilities - Where preliminary treatment facilities are provided for any waters or wastes, they shall be owned and maintained continuously in satisfactory and effective operation by the owner at his or her expense.

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2.17.2.3 Accidental Discharges and Slug Control Plans - At least once every two (2) years, the District shall evaluate whether each significant industrial user needs an accidental discharge/slug control plan. A significant industrial user is a noncategorical industry with >25,000 GPD; >5% of dry weather hydraulic or organic capacity; categorical industry; or any industrial user designated by continuing authority to have a reasonable potential to adversely affect the wastewater treatment works' operation. The District may require any user to develop, submit for approval, and implement such a plan. Alternatively, the District may develop such a plan for any user. An accidental discharge/slug control plan shall address, at a minimum, the following:

(1) Description of discharge practices, including nonroutine batch discharges;

(2) Description of stored chemicals;

(3) Procedures for immediately notifying the District of any accidental or slug discharge, as required by of this regulation; and

(4) Procedures to prevent adverse impact from any accidental or slug discharge.

Such procedures include, but are not limited to, inspection and maintenance of storage areas, handling and transfer of materials, loading and unloading operations, control of plant site runoff, worker training, building of containment structures or equipment, measures for containing toxic organic pollutants, including solvents, and measures and equipment for emergency response.

2.17.2.4 Reporting Accidental and/or Slug Discharges - The following

shall be applicable to accidental and/or slug discharges:

2.17.2.4.1 Immediate Notification - In the case of any discharge, including, but not limited to, accidental discharges, discharges of a nonroutine, episodic nature, a noncustomary batch discharge, or a slug load, that may cause potential problems for the wastewater treatment works, the user shall immediately telephone and notify the District of the incident. This notification shall include the location of the discharge, type of waste, concentration and volume, if known, and corrective actions taken by the user.

2.17.2.4.2 Written Report - Within five (5) days following such discharge, the user shall, unless waived by the District, submit a detailed written report describing the cause(s) of the discharge and the measures to be taken by the user to prevent similar future occurrences. Such notification shall not relieve the user of any expense, loss, damage, or other liability that may be incurred as a result of damage to the wastewater treatment works, natural resources, or any other damage to person or property; nor shall such notification relieve the user of any penalties or other liability that may be imposed pursuant to this regulation.

2.17.2.4.3 Posted Notice - A notice shall be permanently posted on the user's bulletin board or other prominent place advising employees who to call in the event of an accidental or slug discharge. Employers shall ensure that all employees who may cause such a discharge to occur are advised of the emergency notification procedure.

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2.18 Accounts and Billing - The following regulations shall be applicable to customer accounts and billing: 2.18.1 Liability For Payment of Accounts and Applications for Service- The liability for payment of any user charges, connection fees, or other charges levied by the sewer district shall be against the owner or owners of real property which is connected to District sanitary sewers made available for collection and treatment of waste water generated on the property and such property is subject to a statutory lien for payment as provided in section 204.455, RSMo. The District may permit the establishment of customer accounts by tenants, lessees and other persons who occupy or use property which is connected to District sanitary sewers with the express or implied consent of the property owner(s), but the establishment of such accounts shall not relieve the property owner(s) from financial responsibility for payment of all such user charges, connection fees, or other charges levied by the sewer district, nor otherwise affect the discharge rights to assert a lien against the property served under section 204.455, RSMo. Customers shall apply for sewer service by submitting their name and address, the kind of service requested, and the location to be served. No customer shall be refused service due to race, sex, creed, national origin, marital status, age, number of dependents, source of income, or place of residence in the service area. (Revised 2/17/04)

2.18.2 Billing & Payment - The manner of furnishing the statement shall be as determined by the Board, provided each customer is billed in a reasonable, predictable manner. The District may divide the service area into sections, and/or the customers into various classes for the purpose of rendering statements. Such sections or classes may be changed from time to time to meet the operating requirements of the District. Such sections or classes are for the sole purpose of establishing a billing rotation and shall have no affect on the amount or rate of billing.

2.18.2.1 Billing Period - The District shall render a bill once during each

billing period to every customer in accordance with the applicable rate schedule. A billing period covers thirty (30) days of service. Each customer is billed for thirty (30) days of service in advance. When bills are rendered for a period of less than a complete billing period due to the connection or termination of service, the billing shall be for the proportionate part of the charge. (Revised 4-19-07)

2.18.2.2 Due and Payable - All service bills shall be due and payable in full ten (10) days from the date of the bill, after which they shall be subject to late charges. If the last day for remittance falls upon a weekend or holiday, or any other day when the offices regularly used for the payment of customer bills, are not open to the general public, the final payment date shall be extended through to the close of the next business day. The date of payment for remittance through the mail shall be the date on which the department receives the remittance. (Revised 4-19-07)

2.18.2.3 Late Charge - The District shall assess a two percent (2%) late charge upon the bill of a customer for the reason that any balance due and owing upon the bill remains outstanding beyond the ten (10) day period of time established for payment.

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(Revised 4-19-07)

2.18.2.4 Contents of Statement - The statement shall contain the number of days of service, billing date, due date, previous balance, current amount due, total due, date delinquent, address and phone number to call for information. Billing or clerical errors or omissions contained on a statement shall not serve as a defense to late payment charges of the actual account balance when due to the extent of amounts actually due, nor a defense to the costs and expenses chargeable for delinquent accounts and collection thereof resulting from nonpayment in whole or in part of the actual account balance due and not paid. (Revised 4-19-07)

2.18.2.5 Delinquent Accounts - A delinquent account is a bill remaining unpaid by a customer at least twenty (20) days from rendition of the bill by the District. The District is hereby authorized to establish an administrative procedure to handle delinquent accounts. Collections of delinquent payments may be pursued through collection agencies and in the courts of jurisdiction and may include for collection the amount of the delinquent payments, service charges and collection costs, court costs, reasonable attorney's fees, and all other expenses incurred regarding the collection of the delinquent account. Any account remaining unpaid after six (6) months shall be subject to Section 204.455 RSMo relating to liens being placed upon property where services were provided. (Revised 4-19-07)

2.18.2.6 Termination of Service - Whenever a customer shall order services

terminated or otherwise cease to be a customer, all amounts owed by the customer to the District shall immediately become due. Bills for accounts to which services have been terminated or discontinued for a period of thirty (30) days shall be considered delinquent thirty (30) days after the final billing date. Should the account remain outstanding for a period of sixty (60) days, the account will be submitted to a collection agency or attorney for collection as determined under District administrative procedures. All costs, fees and expenses chargeable for delinquent accounts as specified in section 2.18.2.5. shall be applicable to the debt owed under the delinquent account. (Revised 4-19-07)

2.18.3 Temporary Interruptions of Service - The District reserves the right to discontinue sanitary services in its mains at any time, without notice, for making repairs, extensions, or alterations to the wastewater treatment works.

2.18.3.1 Notification of Customers - Whenever service is interrupted for repairs, all customers affected by such interruptions will be notified in advance if it is possible to do so. Every effort will be made to minimize the interruption and temporary methods of disposing of bulk sewage will be provided for when possible.

2.18.3.2 Refunds - No refunds of charges for sanitary sewer service will be made for interruption of service unless the interruption is in effect for a continuous period in excess of forty-eight (48) hours without disposal by the District. 2.19 Disconnection - The following provisions shall be applicable to disconnections of service:

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2.19.1 Reasons for Disconnection of Service - The District shall have the right to discontinue sanitary sewer service to the customer for the following reasons. Discontinuance of sanitary sewer service to a premise for any reason shall not prevent the District from pursuing any lawful remedy for the collection of monies due from the Customer, and the District shall have the right to include court costs, applicable service charge(s), disconnect and/or reconnect charges, collection charges and reasonable attorney=s fees for collection.

2.19.1.1 Non-payment - Service may be discontinued for: nonpayment of a delinquent account; failure to comply with the terms and conditions of a settlement agreement relating to a current or prior sanitary sewer account; failure to inform the District of their intent to terminate sanitary sewer services; or for failure to respond to a delinquent notice.

2.19.1.2 Tampering or Vandalism - No person, except authorized employees of the District, shall connect to the service lines without written authorization. In the event the District shall discover evidence of tampering with lines used for sewage distribution, or other such line of the sanitary sewer having the probable effect of rendering actual meter readings inaccurate, or to receive the service of the sanitary sewer without proper payments, sanitary sewer service may be discontinued.

2.19.1.3 Violation of Health Regulation and/or Unsafe Conditions - Service may be disconnected upon request from health department because of unsafe condition of structure or dwelling and/or non-compliance with sanitary sewer use regulations.

2.19.2 Procedures for Disconnection of Service - Prior to any service disconnection for any of the reasons listed in section 2.19.1.1-3, the District shall give five (5) working days' written notice of such intent by mail to the customer at their billing address. Service of notice is complete upon mailing. The District shall maintain an accurate record of the date of mailing. Such notice shall give a telephone number and address at which such disconnection may be contested. The general manager is hereby authorized to promulgate rules and regulations to establish an administrative procedure to handle such contests. The District may disconnect service between the hours of 8:00 a.m. and 4:00 p.m. on the date specified on the disconnection notice, or within a reasonable time thereafter. Service shall not be disconnected on a day when the offices of the District are not available to the public for the purpose of reconnecting discontinued service.

2.19.2.1 Notice of Disconnection - A Disconnection Notice shall contain the

following: name and address of the customer; clear and concise statement of the reason for the proposed disconnection; cost of reconnection; date on or after which service shall be discontinued unless action is taken by the customer; terms under which disconnection may be avoided by the customer; and the telephone number where inquiry/complaint may be made.

2.19.2.2 Reasonable Effort to Contact - Immediately preceding the disconnection of service, the employee of the District designated to perform such function shall make a reasonable effort to contact and identify her/himself to the customer or

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responsible person then upon the premises stating action taken, reason for action, and phone numbers where inquiries may be made.

2.19.2.3 Postponement Due to Medical Circumstances - Notwithstanding any other provisions of this section, the District may postpone the disconnection of sanitary sewer service to a residential customer for a time not in excess of twenty-one (21) days if the disconnection will aggravate an existent medical emergency of the customer, a member of his/her family or other permanent resident of the premises where service is rendered.

2.19.2.4 Customer Dispute - If the District is advised, prior to the date of disconnection that any portion of bill is in dispute, the District shall record the date, place and time the complaint was made, and enter into the resolution process with the customer. The complaint may be initiated in person, by phone, or in writing. The District, in attempting to resolve the dispute in a mutually satisfactory manner, may employ those methods set forth by the management in the customer complaints process.

2.19.2.5 Failure to Pay Undisputed Amount - When a complaint is made, the customer shall make payment of the nondisputed amount; if customer fails to make payment of the nondisputed amount within three (3) working days from the date of registering the complaint, the customer shall waive their right to continuance of service and disconnection of service may proceed.

2.19.2.6 Failure to Negotiate - Failure of the customer to enter into negotiation with the District to resolve a dispute shall constitute a waiver of the customer's right to continuance of service and the District may then proceed to disconnect service as provided.

2.19.3 Disconnect/Reconnect Charge - A fee equal to the actual costs of the District, to a minimum of three hundred dollars ($300.00), shall be charged to all accounts when it is necessary to utilize District forces to physically disconnect sanitary sewer service. Reconnection charges shall also be levied against the affected account on the basis of the actual costs of reconnection, to a minimum of three hundred dollars ($300.00). Total fees to disconnect and reconnect service will be a minimum of six hundred dollars ($600.00). 2.20 Reconnection/Restoration of Service - Upon the customer's request, the District shall restore service promptly if the cause for disconnection of service has been eliminated, applicable restoration charges paid and, if required, satisfactory credit arrangements have been made. 2.21 Resale of Sanitary Sewer Services - Should the resale of sanitary sewer service become necessary, the following regulations apply.

2.21.1 Resale at a Profit Prohibited - No customer shall sell at a profit, or offer for

sale at a profit any sanitary sewer service purchased for their sole use from the District unless authorized by the District.

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2.21.2 Authorization Required - Any customer wishing to resell a sanitary sewer service, shall do so only after having first obtained authorization from the District.

2.21.3 Evidence of Compliance - Any customer reselling sanitary sewer service, regardless of whether the sanitary sewer service so resold is metered or not, shall from time to time as determined by the District, furnish evidence that such resale is in compliance with all rules relating to such.

2.21.4 Submeters May be Required - Any customer wishing to resell sanitary sewer service may be required, as determined by the District, to install submeters where required and maintain records at such customer's expense, for the purpose of determining compliance with this section.

2.22 Interpretation and Severability - The regulations enacted hereunder are intended to be supplementary to all of the provisions or remedies authorized or prescribed by law, rule or regulation enacted thereunder. The invalidity of any particular regulation enacted herein shall not affect the validity of any other provision and all regulations hereunder shall be construed as consistently and harmoniously as possible with each other and other applicable provisions of law. In the event these regulations conflict with another law, rule or regulation, the law, rule or regulation imposed by a higher governmental authority shall be applicable in cases of preemption, but otherwise the law, rule or regulation which affords the greater protection to the public health or safety shall prevail. These regulations also shall be liberally construed to the fullest extent permitted by law to effectuate the broad remedial purposes for which they are intended. 2.23 Variances - The Board may grant a variance from the strict application of the regulations adopted in this chapter upon application if it finds after public hearing and upon competent and substantial evidence that the applicant meets the criteria for grant of a variance required by these regulations. No variance from any requirement contained within chapter two of these regulations shall be granted unless the Board finds: (a) the applicant will incur unreasonable and unnecessary hardship if a variance is not granted and the variance is not sought primarily to avoid financial expense in complying with the requirements of these regulations (b) grant of a variance will not endanger the health, safety or welfare of the public, and (c) grant of a variance will not hinder, thwart or circumvent the general intent or any specific purpose of these regulations. All applications for variances shall be filed with the General Manager of the District and after review thereof the General Manager shall make a recommendation to the Board to grant or deny the application and state the reasons for his recommendation. The applicant may appeal any decision of the Board as provided by law. 2.24 Effective Date - This regulation shall be in full force and effect from the 15th day of September 1998.

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