Loading...
HomeMy WebLinkAbout31-Water Department t:!Il ... . .. ". "" o o ~*******************************************~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1991 SEWER RATE STUDY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SAN BERNARDINO ~ f MUNICIPAL WATER DEPARTMENT f "II 300 NORT.H "D" STREET "II ~ SAN BERNARDINO, CALIFORNIA 92418 ~ ~ (7,14) 384-5,14,1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ << ~ ~ q ~ ~ ~ ~ ~ ~ ~ ~ BERNARD C _ KERSEY : ~ GENERAL .HA..N"AGER ~ << ~ ~ << ~ ~ ~ ~ ~ JUNE ,1991 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ << ~ << << ~ << ~ << ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ _":? / b.. -- 1 .. . o o C) SAIII BDJWlDIIIO IIUIUCIPAL WA'rD DBPAll'fMD'l' SBWBll RAft S'lUDY JUIIB 1991 Introduction The City of San Bernardino operates pursuant to the City Charter and is governed by an elected Mayor and a seven-member Common Council. The City operates a sewer collection system through its Department of Public Works. The Municipal Water Department has provided domestic water service to its customers since 190., assuring the city of an ample supply of potable water. The Department does not derive any of its revenue from the general or special tax base. c In October 1973, the Mayor and Common Council authorized the transfer of the wastewater treatment plant (Water Reclamation Plant) to the Board of Water Commissioners which governs the Department. The Board consists of five members appointed to staggered 6-year terms by the Mayor. The Department is directed by the Board and is a separate department operated independently of other city functions. The Department has control over water supply and distribution for the city and full management of fiscal responsibilities for the Water Reclamation Plant (WRP) and for applicable state and federal grants. The Board is empowered to establish and collect water rates, to hire employees, and to maintain, operate and expand the WRP as necessary. Q The Department provides wastewater treatment for the City of San Bernardino, East Valley Water District, the City of Loma Linda, Patton State Hospital, and Norton Air Force Base through the operation of the 30 MGD regional water reclamation plant. San Bernardino, Loma Linda and East Valley Water District each provide separate and independent sewage collection systems. East Valley Water District serves primarily the City of Highland. . The Department also participates, through the Santa Ana Watershed Planning Authority (SAWPA), in a joint powers authority with the City of Colton for completion of a regional tertiary wastewater treatment demonstration project. Full-scale tertiary treatment is required to achieve compliance with existing discharge permits issued by the State. Full-scale treatment will be designed in 1992 fOllowing demonstration of alternative treatment processes. In 1990, the Department contracted with Bartle Wells Associates to prepare a Sewer and Water Financing Plan for the S-Year Capital Improvement (Master) Plans for both the water and sewer systems. The capital charges required for these master pianned projects were used to establish the Financing Plan. The Department also contracted with John carollo Engineers to prepare a Revenue Program, in accordance with user charge requirements resulting from 1 - tJl "" J.. o o Q the Clean Water Act of 1977 and the Final Regulations of 1982, to establish the sewer rates necessary to generate revenue for the Water Reclamation Plant capital improvement projects. The intent of the Revenue Program, drafted in Hoveaber 1990 and finalized in June 1991, is to demonstrate and establish equitability of user rates based on the use of the treatment facilities. All new facilities under design, construction, or proposed to achieve compliance with state and federal regulations plus the required financing were evaluated for costs and subsequent revenue requirements. Data from both of these plans are incorporated into this study and referenced as supporting documentation for establishing the proposed sewer service charges and user rates. Analvsis of CaDital EXDenditure Reauirements c Recent major changes in the discharge standards have mandated construction of complete tertiary treatment and reduction in nitrogen and ammonia levels to protect aquatic life in the Santa Ana River, and groundwater quality. The South Coast Air Quality Management District's regulations now require off gas and process gas treatment equipment on most treatment phases at the San Bernardino WRP. The cost of solids handling and disposal, regulatory permitting, energy, labor, laboratory testing, and chemicals have escalated by 200 to 300 percent in the past five years. The Air Resources Control Board and the Air Quality Management District require water reclamation plants to do an extensive Air Toxics Hot Spots Inventory to determine if there are toxics given off by the various processes at the plant. The Department joined with several treatment plants throughout the state to do pooled emissions testing on certain processes; toxics testing, however, must be done at each facility. This inventory will cost San Bernardino approximately '300,000.00 in the next fiscal year. In September or October 1991, EPA is to publish new regulations on slUdge disposal. The Department must evaluate the new regulations and develop a long-term residuals management program that could include composting, incineration, or land application. To comply with discharge standards established by the Regional Board and to ensure reliable operations, a number of capital improvement projects have been undertaken; served additional cost- intensive projects are required to meet new EPA and RWQCB regulations. Projects that have been completed or are under construction include: c Solids Handling Facilities - 2 digesters, 2 dissolved air flotation units, methane gas scrubbing, holding and 2 o o G flare, sludge dewatering building, 2 belt presses, and loading facilities. Unit 1 3.5 MGD Secondary Clarifier - New clarifier and pump station for Unit 1 13 MGD facilities. Air Supply Corrective Action - New air supply building, electric motors, engines and blowers to supply air for the biological activated sludge process. Miscellaneous Improvements Project - Rehabilitation of pump stations within the plant to distribute waste activated sludge and various process wastes. "E" Street Pump Station - Upgrade and expand the pump station that brings influent into the plant from the south end of the city, the City of Loma Linda, the Auto Plaza, and a portion of "E" Street. Fine Bubble Diffusion Retrofit - Retrofit of all aeration basins in Units 1 and 2 from course bubble diffusers to fine bubble diffusers in order to nitrify and help meet ammonia discharge standards. o RIX Demonstration Project - 2 MGD demonstration project with the City of Colton to demonstrate that rapid infiltration of secondary effluent in spreading basins and then extraction of the water is equivalent to conventional tertiary treatment. Pilot Nitrogen Removal Project - 3 MGD of additional treatment capacity and reduction of total inorganic nitrogen to 10 mg/l and ammonia to 2 mg/l. This project takes the concentrated waste stream of nitrogen and ammonia from the belt press facility. Projects that must be built in order to meet current discharge requirements are as follows: () Full scale Rapid Infiltration/Extraction Facility (RIX) or Conventional Tertiary Facility - Facilities must be on line by 1995 to meet diSCharge requirements. San Bernardino's estimated share of the cost is '.0 million for RIX or '.5 million if conventional tertiary. Primary Hydraulic Reliability Project - This project is designed; construction is expected to begin by the end of 1991. It includes rebuilding the headworks of the plant where all influent enters into the treatment process. This project will provide metering structures, flow splitting to the primary clarifier, a septage receiving station, and preaeration to settle out solids 3 o o Q and debris. This project is necessary to any additional unit process can be built. facilities that were built in 1958. Phase 3A Secondary Project - This project will be required for either treatment plant expansion capacity or to meet more stringent nitrogen and ammonia discharge requirements. The Regional Board has proposed setting nitrogen limits of 10 mg/l on all flows; ammonia must also be reduced from 18 mg/l to 2 mg/l. If the nitrogen limits are established at 10 mg/l, the projects to meet the new standards will be required by 1995. If this project is built to satisfy the revised nitrogen standards, the next increment of secondary expansion must then be built. build before It replaces All of these projects add significantly to the costs of providing sewer treatment; the projects are built with funds raised from bond sales which then require annual debt service. The Sewer Fund Debt service will exceed '7 million per year to fund all of the projects which must be built to satisfy regulatory requirements. Analvsis of ODeratina and Maintenance Costs o In the past year, the 3.5 MGD Secondary Expansion, Solids Handling Facilities, and the Air Supply Corrective Action projects have been completed. Each of the projects has added reliability to the treatment process which is evidenced by improvements in the quality of discharges from the plant and meeting our HPDES Permit requirements. Chemicals, including chlorine, polymers for sludge dewatering, caustic soda for odor scrubbers, catalysts for reducing hydrogen sulfide, lime and soda ash are a major expense in operating a treatment plant. power, including electricity and natural gas, account for over 10' of the operating costs; personnel operate the plant around the clock every day of the year. Staffing levels have increased slightly due to the additional processes and equipment that have been added to the plant. This year, the Rapid Infiltration/Extraction Demonstration Project, a joint project with Colton, was initiated in May. The Department's portion of the cost for one (1) year of demonstration operation is $418,000.00. Most of the expenses, '300,000.00, is for the laboratory testing that is required by the Regional Board to demonstrate that this process is equivalent to conventional tertiary treatment. c Maintenance of the facilities is a critical function. The plant maintenance personnel must maintain over 3,000 pumps, motors, valves, and electrical equipment to ensure proper operation of the plant. The Maintenance Section has an ongoing preventive . o o e ..intenance program and does almost all repair work and fabrication in-house. Solids disposal is one area the Department has successfully reduced costs from two years ago. Previously, the sludge was dewatered and then blended with sawdust and other composting materials to reduce the moisture content to 50' and then disposed of at a landfill. The Department is now able to dispose of sludge directly from the belt press to two composting operations. The majority of the sludge is taken to One-Stop in San Timoteo Canyon and the balance goes to Chino-Corona Farms. c The plant operates a certified lab to run daily tests on influent, effluent, and plant process operating data. The current lab facility is inadequate and is scheduled to be relocated into the Blood Bank building within the next 18 months. When the lab is relocated, additional testing equipment that is needed to perform tests for heavy metals, sludge analysis, and trace organics in water and air samples will be acquired. The budgeted operational and capital costs, included in the Revenue Program developed by John Carollo Engineers, for the required facility upgrades are detailed on Table 1. The percentage of the total budget for each of these operational, maintenance, and capital costs is shown on Figure 1 which follows. o 5 o o "TABLE 1: SEWER FUND BUDGET" Q rosT Category (1) FY 1989/90 JY 1990/91 JY 1991/92 --------------------------------------------- ------------ ----------- -------- Treatment Facilities Direct Expenses: ------------------------------------ Plant Operations &: Maintenance: Salaries $1,344,175 $1,059,251 $1,400,610 Materials &: Supplies 238,194 264 ,565 262,343 Power 702,125 1,136,895 1,285,202 Fuel &: wbricants 385,276 387,764 361,710 Chlorine &: other Chemicals 771,159 835,301 1,096,412 Other 326,835 97,238 195,095 O&tf Services by am 120 0 Outside Labor 100,150 71,820 561,000 Permits &: fees 62406 319,590 Sludge Processing &: Hauling 1,208,423 894,689 829,203 Laboratory 222,588 307,711 ------------ ------------ ---------- Subtotal Direct Expenses $5,076,337 $5,032,597 $6,618,876 General Expenses: ---------------- Tool a. Iquipnent Maintenance $52,964 $34,386 $89,157 G::a &: Truck Maintenance 41,455 43,131 52,979 trial Waste Inspection 189,823 181,056 222,953 Engineering &: Special Professional Services 212,622 423,675 470,000 ------------ ------------ ---------- Subtotal General Expenses $496,884 $882,248 $835,089 Administrative &: Office Expenses: -------------------------------- Salaries &: Benefits $1,100,870 946,287 1,144,327 Adainistrative Services Performed by am 296,809 234,757 350,000 Office Supplies, Iquipnent, Legal, Audit, Professional Services &: Miscellaneous 250,590 442,218 400,433 Data Processing 49,000 1,454 22,128 ------------ ------------ ---------- Subtotal Administration &: Office Expense $1,897,269 $1,624,716 $1,916,888 Reserves: ------ Operating Reserves $704,722 $836,766 $1,103,146 ------------ ------------ ---------- Subtotal O&tf Appropriated to all Regional Users $7,975,212 $8,178,327 $10,473,999 Capital Related Costs: -------------------- E Rent $536,000 $536,000 $536,000 . 6 Bonds 261,850 259,950 280,781 preciation 1,485,440 1,485,440 1,200,000 Capital Revenue Requirements 1,627,000 4,296,392 ------------ ---------- 6 o o o Subtotal Capital APPropriated to all He.iollal Users: $2.283.290 $3.906.390 Total Regiollal $10.258.502 $12.086.717 San Bernardino Users Only: ------------------------- Sewer Line Construction and Maintsnancs (1) Billing and Collection Expense (2) $854.453 63.000 $1.154.783 63.000 Total appropriated to San Bernardino Users only $917.453 $1.217.783 ------------------------------------------------------------------------------- (1) Budget information provided by the City's Water Department. (2) Allocated to San Bernardino users only. Costs associated with the collection system are mostly attributed to 08rM vs capital costs. c Q 7 *6.313.173 $16.787.172 $1.154.783 63.000 ------------ $1.217.783 $18.004.955 w . ~ . ~ o - o o E- ,....... 0-. CI) ~ cf<. D '-' ~ E- U) '-'1E- Oz ~z UO ~-< 03 .....:l ~ .....:l0-. Z.....:l ~Z ~~ [il ~~ .; ~O U~C"l ~co Z~~ '-'1u} 0-." H ~~~ OU) f:t ~-<o- z'-'1 >-- o uP-. 0U) ~z z'-'1 E-'-'1 ~~ ~O-. D ~>< ~~ -<'-'1 -<'-'1 z~ .....:l.....:l ~~ UE:5 '-'1 '-'10 a:l ~E- Z ~ '-'1 -< ~ U) ~ ",,..., ,...,'" <'" -::> p:",r- '" '" !4;13 ::E> '" ::E '" .... ~ '" z 0'" -'" .... Uti) ",,,, ,...,> ,...,p: 0'" uti) '" p: ell ,..., '" z Z'" oXIO tI)"'- p: '" '" ,...,tI) <'" p:tI) ",z Z",IO ",'" l!l~ U ~'" ....x z"'r- ::EP:'" ....0 p: .... .... tI) 0 U '" '" ell X 6 '" - ::EuO ... Cl - ell'" ... <~ '" - (J) .; . 0 '" > tl p: .. '" ... tI) ;0 '" I p: - ... .. .. ... 0 ;0 u 8 . - . I. o o c Current and .u~ure CaDaei~v Table 2 shows Sewer Revenue Units (SRU's) as of July 1, 1990. The Department has determined that between July 1989 and June 1990 a total of 1,915 sewer capacity rights were assigned -- approximately 65 more than the annual full-growth assumption used in the Financing Plan. Completion of capital projects included in the Financing Plan will resul t in a design capacity of 48 MGD or approximately 37,500 BRU's. The Department has prepared an analysis of future capacity basin on various reports to determine projected wastewater flows from the entire service are. This analysis (prepared in February 1989) projected a total wastewater flow of 51.7 MGD at buildout. No evaluation was made as to the rate of growth. Included in this flow is approximately 2.6 MGD from uninCOrPOrated areas within the sphere of influence of the cities of San Bernardino and Loma Linda. TABLE 2 CITY OF SAN BERNARDINO SEWER UTILITY SEWER REVENUE UNITS c San Bernardino service area Loma Linda service area East Valley Water District Totals 7/1/901 55,720 6,908 25.980 88,608 ANNUAL GROWTH 1,0002 1253 7253 1,850 80% GROWTH 800 100 580 1,480 1 - From table 1 of Financing Plan 2 - Based on growth analysis; see text of Financing Plan 3 - Estimated by Bartle Wells Associates based on population history. Connection Charaes c The existing connection charge designed for improvement of the wastewater treatment plant is '2,260, effective January 1, 1989, for residential units. The current fee is the result of a fee structure adopted in 1984 which increased annually for five years in recognition of escalation in construction costs as well as the future cost of money. These fees are based on the allocated costs of plant expansion directly related to growth (Le. a capacity charge) . Corresponding fees were also set for commercial and industrial users on the basis of volume of daily effluent flow; the current rate is '8.05/gallon. Based on the slow-growth scenario identified in the Financing Plan and the capital improvements required to support new growth, the following table indicates a 5-year schedule proposed for connection 9 1 . JI - o o C (capacity) charges for 1991-95: MULTIPLE AlfD CONIfECTION CHARGE RESIDENTIAL NOHRESIDENTIAL Effective 10/1/91 $3,080/unit $ 9.75/gallon Effective 10/1/92 3,390/unit 10. 75/gallon Effective 10/1/93 3,730/unit 11. 85/gallon Effective 10/1/94 4,100/unit 13.05/gallon Effective 10/1/95 4,510/unit U.35/gallon Develo1)ment of Rate Structure o o The Revenue Program discusses the step-by-step procedure used to develop the proposed user rate structure. An extensive sampling program was performed by City staff in 1988 to identify users and their respective wastewater strengths. Based on this sampling, ten user groups were identified: residential, mU1ti-fami1y-mobi1e homes, retai1-commercial-1ight-industria1, auto repair-carwash, offices-motels, restaurants-hotels, laundromats, hospita1s- convalescent homes, schoo1s-churches-nurseries and industry. The industrial group contains monitored users which have varying strength characteristics based on sampling and are listed separately. Individual contracts will be prepared/amended between the Department and these users to ensure their charges reflect equity based upon their impact to the system from excessive strengths of BOD and or Suspended Solids. Sewage flows for each nonresidential user were estimated based on water use records and discounted allowing for landscaping water and consumptive use not entering the sewer. Residential user sewage flows are based on water consumption of 255 gallons per day, per household, while multi-family and mobile homes users sewage flows are based on 190 gallons, per day, per household. The process used to develop the proposed rates is consistent with Federal regulations and State guidelines. These regulation and guidelines mandate that rates are equitably based on use of the facilities. Rates then are based on a user's shared loading to the facilities. This use is based on a discounted metered water flow and solids loadings consisting of BOD and Suspended Solids (SS). The Revenue Plan and proposed rate structure will assist the Department in planning for rates which will recover costs associated with operating and maintaining the new facilities. The City always has the option to change the rates, but must continue to assure that the rate structure recovers expenses from users based on use of the facilities. Based on budget information from the City of San Bernardino Public Works Department, the local collection system portion of the residential rate will remain unchanged. Below are the current rates for the two user types identified in the current rate structure. 10 Q () Q .:;I u. ~ - o o TABLE 3 CITY or SAN BElUfARDINO CURRENT SEWER UTILITY RATES AND CHARGES REGIONAL FACILITY & COLLECTION TOTAL TREATMENT SYSTEM CITY CHARGE CHARGE CHARGE User Charges (per month) Within City: Residential $6.05 $1.15 $ 7.20 Commercial (hcf) 0.37 0.08 0.45 Outside City: Residential 6.05 4.95 11.00 Commercial (hcf) 0.37 0.33 0.70 Individual industrial dischargers have contracts with the Department in which surcharges for excess loadings are identified for each user. Tables 4 and 5 that follow are the proposed rates and new rate structure for both inside and outside city users. These rates are proposed to be in effect for FY 1991-92. TABLE 4 _ " 1991-'2 _ lIULIn' IAR lams CIft IIGIllIIAL rACILI'rIII A ftD_ !O!AL ~y CIOLLIC'l'I~ IIY1IftII ,." a_twtt:a.nmr .......... 1"11..... ern 1"11.'" _l_ial (Iingle-rully. Dupl.... ft1plu) a 12.45 pol' IOftth/uni~ al.15/1Oftth/uni~ a13.'0/uni~ aalU-rully. JIobila _ Parlla (4 or lion 1lniu) a 0.65 per bcf _1. c:-rcial. Ligll~ Induauial (aan-otfice, Baker1.., 1Iarketa, !lleatrM. Dry C~n) a 1.00 per bcf Auw JIopair. Car V_ a 1.10 per bef a .10/bcf a O.75/hCf a .10/bcf a 1.10/hCf a .10/hCf a 1.20/hCf a .10/bcf a 1.00/hCf a .10/bcf a 1.A5/hCf a .10/bcf a O. a5/hCf a .10/bcf a 0.75/bcf Offi.... _la (Vitllout _taurUlU) a .'0 pol' bcf _taur_. IIot8la (IIotel/llOula With _taur_) _U a 1.55 POl' bef a 0.75 POl' bcf a 0.65 pol' bcf _piUla. Convala__ 11 c Q o \ o ,., ...Ule&flm _la, _, .......ry _la/Day _ _try J .J. - IIGIClUL WACILInD , DIA_ ......- . 0.50 per bef t5n.75/11G (Dl.-v. n....) llIICW . 100 cublc f_ of ...ter usage M.a.II.yI'Ica.n.... _l.-.ual (Ilngla-r.-ily, Dupla. ~lpla) ItI1tl-Wully, _la _ Parka (a or lion Vhlta) 'fABLE 5 PIlllI'OIIIl n 1191-'2 laD DYILI'IY IUIft OIIftIDll CI'IY RlGIClUL WACILInD a !UA!lIIII'1' l"IIa~ . 12.a5/-.ntb/Uftlt . 0.65 per bef 1leta11. c-rc1a1, Llgbt _trial (Ian-Office, ....ri.., llal'keb, _t..... Dry ~r.) . 1.00 per bef Auto \l8po.lr, Car VuII OfUcu, Jlotela (Vl_ _teurente) _teurente, IIotela (Jlotal/llotllla Vlt1l _teurente) Leundr...te IIoeplta1a, CClnYa1e. :1Il\t ..... IIcboola, _, lluraery _laJDay ....... I_try . 1.10 per bef . .'0 per bef . 1.55 per bef . 0.75 per hcf . 0.65 per hcf . 0.50 per hcf t5n.75/IIG (Dl.-v. n....) *IICW = 100 cublc f_ of ...ter usage ..l. - J. o CXlLL.:II~ -- IODL -y etW Nnl.... ,....- . .10/bef . 0.60/hcf '267."/1,000 LIB. IOD '3'4.'6/1,000 LIB. .. COLLBC!I~ IlYI!'III !O!AL -y l'!IIa... ern ~1Wm .4.'5/-.ntb/Uftlt '17.aO/Uftlt . .45/hcf . 1.10/bef . . a5/bef . 1.45/bef . .45/bef . 1.55/bef . . 45/bef . 1.35/bcf . .45/hcf . 2.00/bef . . a5/bef . 1.20/hcf . .a5/bcf . 1.10/bef . .45/bef . O."/hcf '267."/1,000 LIB. IOD 13".16/1,000 LIB. II During preparation of the sewer rate study, staff contacted all surrounding agencies that provide wastewater treatment and/or sewer service. Attachment "A" shows the most recent data available for sewer service rates of surrounding communities. San Bernardino's proposed single family residential rate would be the second highest for mid 1991. 12 o c o j ~ ~ - ~ IlIl o o Most of the representatives interviewed indicated that their respective agencies have adopted policies of adjusting rates annually based on approved budget requirements. Conclusions EPA grant conditions and State guidelines require a user charge system be adopted which demonstrates fair and equitable charges to all system users. The 1990 Revenue Plan developed for the Department updates the sewer service rates to include the latest collection system costs, regional operation and maintenance (O&M) costs for fiscal year (FY) 1990-91 and anticipated additional debt service. Due to O&M increases and added debt service, the total budget (operating costs) has increased approximately 225 percent since the sewer service rates were last adjusted in 1983. To balance the budget, sewer service rates need to be adjusted accordingly. The net result is that residential sewer rates (single family, duplex, and triplex) would be increased nearly 89' for FY 1990-91. Approximately one-third of the proposed rate increase is attributed to the proposed added debt service associated with the Primary Hydraulic Rehabilitation and the Phase 3A Secondary projects' lease financing. The balance of the increase translates to an average annual increase of approximately five percent per year for inflation (since the last sewer service rate increased in October 1983) . The current costs associated with improvement of the treatment plant that are recovered from the sewer connection and capacity fees have increased annually in recognition of the inflationary costs associated with construction. The charges for these costs were increased 10' annually from 1984 to 1989. A 5-year schedule of connection fees is proposed for the period 1991-95. Based on these findings, it is recommended that the Board of Water Commissioners authorize the General Manager to request that the Mayor and Common Council set a pUblic hearing to consider adoption of these revised rates. It is also recommended that the Department and the City evaluate sewer service rates annually in order to minimize the future impact of required rate adjustments to the rate payer. 13 I. . . - , o o .A. TT .A.C-..RHT .. .A. .. Q COMPAllISOII 01' BAlI ._...81110'8 I!IID.RII'P All]) PROPOSe W>l.......r 8nD 8DVICE CllA2GBS VIm 80R1l0u.uIIIG AGBIICIBS () The individual agency cost to treat residential and commercial sewage varies depending upon the age of the plant, types of treatment processes used, size of the treatment facility, strength of sewage, the discharge standards mandated by state and federal regulatory agencies, and whether grant funds were used to construct the facility. Listed on the attached Comparison of Sewer Rates, Table A, are the current residential and various commercial sewer service rates for local agencies within the Santa Ana region. Several of the agencies surveyed are in the process of updating their rates due to the capital and operational cost increases associated with meeting discharge requirements. Currently, of the cities listed on Table A, Rialto, Riverside, Redlands, and Colton are planning increases ranging between 10' and 60' by year end. Recent major changes in water quality standards have mandated construction of complete tertiary treatment and reduction in nitrogen and ammonia levels for all wastewater treatment plants that discharge reclaimed water to the Santa Ana River, to protect aquatic life and groundwater quality. Additionally, the South Coast Air Quality Management District's regulations now require off gas and process gas treatment equipment on most treatment phases. The cost of solids handling and disposal, regulatory permitting, energy, labor, laboratory testing, and chemicals have escalated an estimated 200 to 300 percent in the past five years. The Cities of Redlands' and Colton's sewer service Charges are currently higher than San Bernardino's current rate. Redlands charges $9.00 per month per residential unit, and '1.07 per one hundred cubic feet of water usage for general commercial customers. Redlands still has a comparatively lower treatment cost because they do not discharge their reclaimed water directly to the Santa Ana River. The City of Colton's current rate is $8.25 per month for residen- tial users, and '0.39 per one hundred cubic feet of water usage, plus an $8.25 minimum charge for all other users. The City provides for senior citizens to apply for an 18' lower rate ('6.80). The determination is based on age, flow, and financial status. The City of Colton will have to amend their policy of discounts since they have received low interest loan funds from the State Water Resources Control Board. o The City of Rialto's sewer service charge is '8.61 per month per residential unit, and '1.40 per one hundred cubic feet of water usage for non-residential customers with a minimum charge of '8.61 per month. 14 o () o - IU ..L. , o o The City of Riverside charge. their residential custo.ers '10.23 per aonth, plus a pUllping surcharge of U.50 per unit for all customers in areas requiring lift stations. Their commercial rate varies fro. '0.74 to U. 98 per one hundred cubic feet of water usage. The Yucaipa plant is relatively new and was partially funded by clean water grants; therefore, they have the lowest monthly residential rate ('6.50 per month) among the agencies surveyed. Commercial and industrial users pay on an equivalent unit basis a '6.50 plus applicable surcharges. The City of Corona charges their residential customers '12.05 per month; commercial customers are charged based meter size ('26.95 per month per equivalent 1" water meter size). Corona does not discharge their reclaimed water directly to the Santa Ana River. The City of San Bernardino's plant also treats the sewage for the Cities of Highland (via East Valley Water District) and Loma Linda, Patton State Hospital, and Norton A. F. B. East Valley Water District adds a sewer collection and maintenance charge of '4.85 per residential unit per month. The City of Loma Linda adds '5.33 for sewer collection to San Bernardino's current monthly residen- tial rate. 15 c , rJl [%l Eo! ~ q ~ [%l rJl ~ o z o rJl H lk: ~ ~ t) c , . < [%l ...1 ~ < Eo! ! IJ~ o i ~ ~ & ~ 3 o ~- -.- ~ -.. . . .. t 'i . ~ ! "5 . - .... J~l:! ~ o .. . - I~li! ~ Ij, ~~.: - I Ii ... ~ III .. ::! ! ! ~ ! .. i - ... lit .. Ie .; Ie .; 8 .. . j I ~~ 0_ - - ~ "5 .... ~ ~ N N - - . ... '" ~ .. . lI! .... Ie i! ... 0 - .. J- ;1 - . - . = j i~ i BI . i .. "5 ~ ..; iI 0 i! . .. . ~ .. .. .. .. ! ~ Ie Ii: ... -' '" ! . -lI! ....... Ie:; ';0 . .. "' ~ ~ - . lI! ~ o - . ... '" .... J .. . . ~ ~ tit ~ III ~ ,; .; 1 '" ~ - 1 1 '" '" i i a a .. "5 ... Ie N - . - . 1Il ~ - . . . ~ 1Il lI! .... .... ~.... ~ ~ - - - . lI! ... ~ .. . . lI! lI! .... .... ~ ~ _ .. - . i "i 1 I J j < J"i! ~.I i ! ! ~ ... . lI! i .. . . lI! ~ ... .... ~ a - .. 1 j ~ ~ - - 8_ -.. .... - 51 8_ -.. .... - Ill; :a . ... '" .... ~ o li '" .. ii .0.0 - . . lI! lI! i i ,; 0 lil ...... ~~~ -0_ .. Ill. Ill. .. .... .. lI! Ii lI! Ii lI! Ii ..... ;;- ~ ..... ..... ..... ~ .. .. ~ Ie ~ - 0 a _ 0 _ . lI! .... ~ - . lI! ~ ~ - . ~ ~ .. .. .. Ii lI! ~ i a 0 i 1 - .. I ~ ~ . .. . .. lI! lI! .... ~ Ie ~ .. - ~ I I '$ - . .. I j 16 .. ! ~ .. ~ "5 .... III N u . ... '" .... lI: ~ - . .. Ii lI! ... .... ~ ~ - - 1 i - j ~ ": - . lI! .... II .. .. 1Il ~ - . - . lI! Ii .. I 1 .. - i I : j I . lI. ~ . .., t .. .. . ~ .. '; & j . . .. . I .. . .. I - ~ i . . .. 1 .. 1 '" ~ - "i j i .. Ii . o ": - .. i~ Ii ~;i 11 . 1 i .. . "10 I I i~~ 15 _.~:s . &I'o~ !h:" II~ ~usl";:-c. ~ifjJliJ!"I'jl j !In I ;& ~ v........ .. ~ Jiii:!. I" j !-;!!iiiJ.. . Jo >>-,....------ ......""... .....OW"""____ . II ~ - Table 11 BARTLE IIELLS ASSOCIATES CITY OF SAN BERNARDINO - SEilER UTILITY SBSEII6 10/26/90 CAPITAL IMPROVEMENT COST ALLOCATION (EXISTING/EXPANSION) TOTAL PROJECT ----EXISTING---- ----EXPANSION---- COST PERCENT AMOUXT PERCEIfT MOUlT . o PROJECT o 1 ~ . , > ------------------------------------------------------------------- -------------------- MASTER PLAN PROJECTS Miscellaneous $1,175,000 Fine Bubble Retrofit 7,080,000 Nitrogen RelOval Pilot 6,060,000 ESt. Puap Station 3,000,000 Priaary Rydrualic Reliability 36,030,000 Phase 3A Secondary 21,660,000 Unit 3 Solids 10,980,000 Unit 3A Tertiary 9,150,000 Ammonia' Nit. Upgrade 45,980.000 , Phase 3B Secondary 12,195,000 ------------- 1 Sub-total 153,310,000 REGIONAL TERTIARY PROJECTS San Bernardino/Colton Demo. 4,875,000 Main Plant (RIX) 37,900,000 ----------- TOTAL COST 196,085,000 PRIOR II0RIS (1990 Dollars) 75,900,000 NET PROJECT COST AVERAGE/SRY (Expansion) (1) INITIAL RATE (To be inflated 10\ per year) AVERAGE/SRU (Existing) (2) Annual Repa~ent/yr. Annual Repa~ent/yr.-initial rate 33\ (full growth) 50' $590,000 50\ $590,000 100' 7,080,000 0\ 0 0' 0 100\ 6,060,000 50\ 1,500,000 50\ 1,500,000 60111 21.620,000 40' 14,410,000 0' 0 100\ 21,660,000 0' 0 100\ 10,980,000 0llI 0 100\ 9,150,000 80' 36,780,000 20' 9,200,000 0' 0 100' 12,200,000 -------------- -------------- 67,570,000 85,750,000 100' 4,880,000 0' 0 ! 80' 30,320,000 20\ 7,580,000 . ----------- ----------- 102,770,000 93,330,000 N.A. 30\ 22,800,000 ----------- ----------- 47' $102,770,000 53\ $116,130,000 $3,100 $2,800 $1,030 $90 $30 (1) 15 MGD Additional e approx. 37,500 Sewer Revenue Units (SRU's) (2) Assumes 100,000 Sever Revenue Units (SRU's) SBSEl6 10/26/90 >...., ~/ ! i! I~ II Ell iB I! ili a~7 ;a:ll #:I-I! -Ill .. ~'" I -=z::o = .. w - - ~ - ; --- H__ ~~~ H" _ - - - - - - - - - --- H_H -.... ...:.. - - :: - = :: :::: ~~~ -.. - - - = i :: --- H__ --- s':: - - - - :: - --- H__ --:~~ -.. - _ H - 5 - - - ==:- --- .; .: .; - - - - - - - - - --- H__ --.. :i"::; - !:: ~ --- H__ --- :;;r:s:; e - - :: :ii! ~..:= - - - - ; --- =;~I! --- - - = - - - :: .:"ZZ" ---- a .I .5 i ? 8ill !jllj Eat. ._a 'E_t' 1-11= 1:1= -Ili I - --- o 1Il '": - - - . -- . -- . -- . - .. - . - . . . . - - - .: = -- -- -- -:.i - ~ .- - == -- ..: - - -- ~ =~ - - - - - - '": - - H_ .. - -~ .. - - ": - - - - '": - - . o I II .:: - 0 o . o o I "I -, :i: . , , o . :1 '":1 - - - - - ~ I! -- -- -~ - - -- -- -- .; - :1 . . :- .~ ul~ --:- -=- -13 :;:;; a!i I I . . - - - - "t a =i! Ii ;:;= --: - - - ~ - - - Ii Z '": - := .; - -- -- ~-:. ~~ =- == ~-:. -- -- -- _wn - - - '": .. = ..: - ~~ -- -- -:-: -- - ~ - - - .- - il ..... -.. -:~ -- : - .. In ::: - - ~ - ::;. - - - : .- - - :;; := .,,;.. ~~ -- ---- ~~~~ ---- ---.... ~-:.~- --- ::!!: -:.-:.~-:. --....- ---- -:...r:.-:.... --- -- ~~ -- -- -:..-0: -- --~- ~~~~ ---- ~~=~ -- - il =~ ~--:. -- I i Ii . =\ III --I il=1 'ij !~.I I!l. j!al;; illS i I i~ i!it:= - - '": - - -.. - .....- -- - - - oj, - - : ..: - - - - - rJ - - ~ - - : - = - : - Ii - : - .- - - ..: ~ . - - - .: - - ..: - Z- -= ;- - Z ..: .. - == -- -- -- -- ; =*== - -- .; :;;- ~ = = ~ ~ ::: == -- :=.. :: - ~ - - '": - - :=Z -- :::.. :: - - 0:. - - -: - - -- -- -- ::- :: : '": .. - "t - - -- -- -- -.. - :: - ~ :: ::11 -- -- -- i" - o o o o I , . o I . : o o o o . . I o o . , o o o o o . , o o o . . . o o o I . . o i o . Mil I: 0 - I ! 0 I 1 I = "t - -- -- -- ;;:.. - - : 0:. 1ft - ... ;;:: -s ! - E iI - I l: n !& II i~ !!a o ulnl :i===== --:~-:.-:.~--:. ------ ---"':'" :==;;;-- :i====.i ~~-:.-:.~t:=li .....---- IIIII! ~:i===!' ":.~-:.--:. .. --- -- ilill! ~:i=:i=,: ":.~-:.-~~ --- -- :: 0_ I.. , - :- I:: ilIUI! . . . . . . I =-==-=: ______ t ... ... .. "I ...-- --. o ~~~~-~ I ---- - :- ~:;,;;.:: ~ - ....-- -.; - ~ - - H lilUI :1i_=== --:.-:......-- -- - : = "t - Ullli ===.~= --:.-:.--~ -- - ~ - - '";. - ::11 ==_:i. -:.r;~- --- InUli ,ft~i._':_": ...- ---- --:~ ....--- --.. Uliss-I-III- III : .i it Illnlll!! !5iii!!ii!E . ~ . ~ ~ - - - . . ----====== ~---"-::-... ----....... ..... . . - - . - . . . . lin!i!!11 :::i-":!-:i:fis!i.= --= --.-.- - ~ ~ - - . - . - - -..-----......- - -"--- ...:! -= t i i:lit t:'i5' elil~j ~~.il .. .!:"JI: =.--1 .. -&..- := -.. I r;- ;:1\ -- ;'1 I!ci.!);;.= -JI i=.:=-.t:..... ! - ....--------- ---------- 'W - ~ - :: - - - - - .. - ~ - ~ := - ::: - - - ~ ": ::: - - - :: - .. - ~ - - '";. - - - - 0:. - - 0:. - : - ! .- - 1& I~ 0_ - ~ - ::t - :!l - ! ... S ! - I - - ... -- ~~ -- ...- -- .; -~ -- -- -- .; -- ~~ -- -- -- .; ~- -- -- -~ - -- ~~ -- :5::; - -- ~~ -- -- -~ - 1- ~ - ~~ -- -- -- .. i .: - - - 11 ii II t:'! -- i~! ..:a: .1=-= r:- - - -- -- -- .... -- -- ..;= - ~~ _H -- ~~ -:= - =: ~-: ..- -- ~~ -= :c -:.-:. -- -- -:.~ -:= o - 0__ 0__ , -- :.... 0__ 0__ 1..:= - o . . . o : I . . o o ! ! o . . o o o . , o : : . I o . : o . I , i : : o o -- -- -- -- -- II ....1 Ii--=.: -- . -I Fr ~~II.~~ '"!!: -- :;...~: - -, .- ;:=i!! - -- -- :a -- ..". -- -:.~ -;: - -- -- -- ..; -- --:. - - a- _: .,ft -- ~-: -:: - -- ~~ -- -- -- .: - -- - - .- H - = - Ii ::i:i ":": -- -- -- - :l t:'.! -a! ;::; -- is i- -i -- -- f t I ... ::t - - - = = -: - - - - = ... Ii - - - - - 0:. - 5 - I .. = ... - ~ - - .. - ~ - In ::: - ~ ~ - - - = 0:. - - - :;; = 0:. i: := - = - :: - := - I I! I - !:: - ; . - -- i,- _::I -;. -- ::1- - .. ..- ~-I '-Ill =1- ; !l ,--= ~;-I -: 1:11 .. dE 11-- --- -- i:::: ~- - III .: .: --- :::!:!:: - -