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02/02/2010, SS 3 - AIRPORT AREA WASTEWATER MASTER PLAN UPDATE
i ADCouncil 10 acEnaa aepopt s 3 CITY O F SAN LUI S O B I S P O FROM: Came Mattingly, Utilities Director Prepared By: David Hix, Wastewater Division Manager SUBJECT: AIRPORT AREA WASTEWATER MASTER PLAN UPDATE RECOMMENDATION Receive and file the Airport Area Wastewater Master Plan Update and consider specific projects as they come forward in future financial plans. DISCUSSION Background In 1997 the City began revisions to its infrastructure master plans to identify the needed facilities to serve future annexations. Revisions to the Wastewater Master Plan were coordinated with the draft specific plans for the Airport, Margarita, and Orcutt areas along with other City annexation areas such as Irish Hills, Dalidio-Madonna-Mcbride, and Edna Islay areas. These revisions collectively became the 2000 Wastewater Master Plan Update and identified improvements and their associated costs to the Water Reclamation Facility (WRF) and wastewater collection system that would serve these future annexed areas. To date, significant portions of the identified collection system improvements have been completed including the Tank Farm and Laguna Lift Station projects. Four alternative land use plans were identified for the Airport Area Specific Plan (RASP) with a preferred or "project" alternative that identified the Airport Area boundary as being the 1994 urban reserve line, approximately the property lines of the southern properties that front Suburban Drive. At that time the study identified the Calle Joaquin Lift Station improvements to handle the additional flows. In August 2005 the City Council approved the AASP and extended the boundary south to Buckley Road. It was anticipated that at build-out, the airport area would .generate flows of approximately 745,000 gallons of wastewater per day within two catchment areas. The AASP indicates that the Calle Joaquin and Tank Farm lift stations would be used to handle the wastewater generated in the area. However, the 2000 Wastewater Master Plan Update did not contain sufficient engineering information to adequately assess the infrastructure needed to serve the new, southerly portion of the AASP. To address the needs of this area, Council approved an agreement with Brown and Caldwell in 2007 to update the Wastewater Master Plan. Wastewater Master Plan Update The 2007 Airport Area Wastewater Master Plan update analyzed the entire AASP and specifically targeted the southwesterly portion bordered by Buckley Road and Vachell Lane, commonly referred to as the Avila Ranch, and the parcels south of the airport on Buckley Road (Figure 1). GIS data, such as land uses, topographical information, parcels, and road alignments �S3- f Airport Area Wastewater Master Plan Update Page 2 were utilized to perform a thorough analysis and determine necessary infrastructure and projected flows for the entire study area. Through the analysis, it became evident the Calle Joaquin lift station would not be able to serve the southerly portion of the airport area. A new lift station, at the corner of Buckley Road and Vachell Lane, would be required to provide service. Referred to as the Buckley lift station, several alternatives were explored to determine the most favorable alignment for pumping the wastewater from the Buckley lift station to the WRF. Past studies showed flows from this area being pumped from one large lift station, under San Luis Obispo Creek and/or Highway 101 to another large lift station. This configuration is currently utilized for several large City lift stations and has resulted in operations and control issues along with a higher probability of system failure and possible wastewater spills. City lift stations that pump into a gravity line or directly to the WRF do not experience these problems therefore the study recommended the proposed Buckley station pump to Prado Road where the wastewater would gravity flow to the WRF. The consultant also evaluated the mainline that conveys wastewater under San Luis Obispo Creek and Highway 101 to the Calle Joaquin lift station. This line, referred to as the Calle Joaquin siphon, is oversized and is configured in a manner that creates ongoing maintenance and capacity issues, which has resulted in backups that have spilled into San Luis Obispo Creek. Also, over time, the creek has moved, leaving the siphon partially exposed in the creek channel. Replacement of the siphon would require a costly, deep underground boring process. The City would still have a pipeline under a creek and a major highway with very limited access, and the possibility of wastewater spills adjacent to the creek. It was determined that an option that would eliminate the Calle Joaquin siphon would be preferable. Recommended Buckley and Los Verdes Lift Stations To provide a cost effective and reliable project that will serve the southern Airport Area and eventually remove the Calle Joaquin siphon under San Luis Creek, the 2007 Airport Area Wastewater Master Plan update recommends a new lift station at the corner of Buckley and Vachell and a smaller station near the Los Verdes tract on Los Osos Valley Road (Figure 1). The new Buckley station will collect wastewater from the southern Airport Area and pump up South Higuera Street to the intersection of Prado and Higuera while the smaller Los Verdes station will direct flow away from the Calle Joaquin siphon to the Buckley station. The study also recommends the installation of a backbone gravity system that will provide service to the newly annexed areas. The sewer mainline at Prado Road has adequate capacity to handle this additional flow. The recommended configuration will provide service to all portions of the recently annexed Airport Area as well as allow future service to areas planned for annexation in the AASP. According to the study findings, it is the most cost effective alternative. Additional infrastructure required for the AASP areas pending annexation are referred to as secondary infrastructure in the Wastewater Master Plan update. While this recommendation includes the smaller Los Verdes lift station pumping to the Buckley lift station, the configuration is different than those which presently pose operational issues SS 3 -0-t" Airport Area Wastewater Master Plan Update Page 3 elsewhere in the City. The Los Verdes lift station will have moderate and manageable flows that will discharge to a gravity sewer prior to reaching the Buckley station and allow the elimination of the Calle Joaquin siphon. The reduced flow to the Calle Joaquin station will decrease the cost of that facility's needed upgrades and allow for more flexible project scheduling. This recommendation offers significant capital savings and reduces the risk of wastewater spills by eliminating the replacement of a second new large lift station (Calle Joaquin) and eliminating the Calle Joaquin siphon under San Luis Obispo Creek and Highway 101 respectively. The Airport Area Specific Plan, along with other planning and policy documents, were used to scope the size and capacity of the recommended lift stations and pipelines for the existing land uses. Current assumptions for capacity are conservative and make assumptions for a maximum allowable utilization of properties within the study area. Prior to design of the facilities, a thorough review of the assumptions, proposed developments, possible future changes, facility locations and environmental requirements will be performed to ensure the facilities will be sized correctly and constructed in the most efficient and cost effective manner. Timing and Next Steps Development in this area is not projected for the next several years. Staff is currently working to determine the appropriate time to begin scoping of this project. Staff will be meeting with property owners in the future to discuss their development plans, potential timing of annexation, and the costs and funding options for utilities needed to serve this area. A discussion of possible funding options is provided in the fiscal impact section of this report. FISCAL IMPACT The engineer's estimates (in 2010 dollars) for the Buckley and Los Verdes lift stations, new gravity sewers, and force mains to serve the majority of the study area is $6,737,959. Actual costs will be dependent on bids received at the time of construction. Provided below is a breakdown of the estimated costs for the two lift stations, corresponding forcemains, and gravity sewers. See page 3-5 of the study. Table 1 Buckley Lift Station, Forcemain and Gra vi Sewers Facility Cost—in 2010 dollars Buckley Lift Station $1,224,134 Buckley Force Main $2,214,303 Gravity Sewers $1,651,943 TOTAL $5,090,380 Table 2 Los Verdes Lift Station and Forcemain Facility Cost—in 2010 dollars Los Verdes Lift Station $580,949 Los Verdes Force Main $1,066,630 TOTAL $1,647,579 The bulk of the new infrastructure will serve as the backbone for new development into the phase I Airport Area annexation as well as allow future service to portions pending annexation. SS 3 -3 Airport Area Wastewater Master Plan Update Page 4 Because annexation of the remainder of the Airport Area is not anticipated in the near future, costs related to the recommended gravity system to serve areas pending annexation have not been included in this staff report. The costs are detailed in Section 3 of the Wastewater Master Plan update as secondary infrastructure. A smaller portion being identified for the Los Verde lift station which will serve a majority of existing development. The estimate is a planning level estimate that utilizes construction costs from the recently completed Tank Farm lift station project. This cost estimate is preliminary and may change as projects proceed through design. A capital improvement project request for $2,135,000 is in the 2009-11 Financial Plan, Appendix B, pages 3-119 through 3-121, for the replacement of the Calle Joaquin lift station. This project was identified in the 2000 Wastewater Master Plan to serve the AASP prior to adoption of the specific plan that included the more southerly boundary. The project is included in the Sewer Fund analysis because of the need to plan and provide needed infrastructure for the airport area. Improvements to the Calle Joaquin lift station will not be as extensive if this update recommendation is approved. A significant portion of the funding identified for replacement of the Calle Joaquin lift station would be reprogrammed to pay for the Los Verdes lift station identified in the master plan update. The costs for infrastructure improvements needed to serve development in the Airport Area are described in the Public Facilities Financing Plan (PFFP) chapter of the Airport Area Specific Plan. Staff will be bringing the PFFP to Council in the near future. Because a majority of the area that this new infrastructure will serve is undeveloped land with large parcels, opportunities may exist for funding options that may have benefits to the City and new development. Provided below is a brief description of possible funding options. Debt Financing. Under this option, the City would acquire financing to fund design and construction of the needed infrastructure improvements. The City would assume the responsibility of the debt financing and recover the costs through development impact fees. This option has been the common funding mechanism utilized for utility projects; most recently improvements at the Water Reclamation Facility and Tank Farm Lift Station have been debt financed with costs incorporated into periodic updates of the City's development impact fees. Assessment District. For this option to be viable, property owners must agree to an assessment on their properties to fund the new infrastructure. This option may provide an on-going, consistent revenue stream for the construction of the needed infrastructure. New development would be required to pay impact fees for future improvements at the Water Reclamation Facility. Developer Built. Property owners and developers would build the infrastructure and the City would the assume ownership and operations and maintenance. All facilities would be built to City standards and specifications. This option would require the property owners and/or developers to front all the required funding and financing for infrastructure at their cost. New development would be required to pay development impact fees for future improvements at the Water Reclamation Facility. Airport Area Wastewater Master Plan Update Page 5 ATTACHMENT Figure 1: Airport Area Wastewater Master Plan Study Area and Recommended Infrastructure COUNCIL READING FILE Wastewater Master Plan Update -Airport Area Study on file in the Council Office G:\UTIL\CAR Reports\2010 Council Agenda Reports\Airport Area WW Master Plan Update.CAR sS 3 5 Attachment 1 ,OgO 'AiKSPy UF �--- z ym \• \ ' `u1 ALYSSUM F ' ---- A � 'ii dz 4 o 3 %'-10o ' m "HI, Oil 1A.0 m �if• O�$��° �� I / O NIYM01208 b U, 011�9' w n o b � 0��� PO° V A o I �� � 3iVtiVVS � ato , b != v t- C ,fid 0i I ra 3 s VZNVa3dS3 rA d Wyynf37lbp i ' 2� 0d r O olan � a VAIVV e I ' m oonoslgs a OO13ns i+ N v ° EllM s w b NozleoN- O OOdWOI m n 3 a 2 --:N OSa3dS3f � Od�o�al 1INYONM-Ol0 LL O JNO) � O 0 � G as 1e o U N b J rvO00 �Q� 3 IWHS iN V N 0 gQryynnvi C CC I QNIOI �i( I Q 1 Wll o C !'U N `� M O R. a°y J \ Aume ul OL m I O t O�. •`\ in 4"0Yy ragSO)\ 'Il3N ' Co S p�' v e rps H s j � U O 7 0\ M OM ° S04 r \ I Q • I S101 S �, \ N/ V 301 • i C / llpbor L I e 8 �IVO C p -1 zLos 0505 A oi° SS 3-100, aalbNb3Op i.• ddoN loi-------_� � OCFe...._ T01 N OFF �� .! / l 8 2 01, m r rory hens ososo Y �' %% • 707 7075 I � y OOLIND \+. 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I August 12, 2009 I a Matt Horn, 1 Supervising Engineer Public Works Department City of San Luis Obispo 919 Palm Street. e San Luis Obispo, CA 93401 P Re: Andrews Bypass Phase 1 Plan Review by Garing, Taylor& Associates, Inc. a 1 We are in receipt of Transmittal Sheet from San Luis Obispo City Public Works Department dated June 10, 2009 including.the Bulked Peak.Flow calculations and the Bypass Improvement plans for Andrews Creek Bypass—Phase 1,prepared by Wallace Group . - 1 In our preliminary review of these calculations and plans,Garing, Taylor&Associates,Inc. 1 (GTA)has the following comments: q 1. The Wallace Group bulking discharge:calculations show an average velocity of runoff of 3.19 f.p.s. over maximum.trihutary area length of 3,909 feet and an j average slope of 47%. The tributary area slope of nearly 50% is equivalent to nearly a 2:1 slope. We believe that the 20 minute time of concentration determined by use of SCS methodology would not be conservative. GTA anticipates that a tivne of concentration in the neighborhood of 15 minutes is a more likely expectation for this 1 tributary area. i 2. The 5 sheet plan set for the Andrews Creek Bypass --Phase l provided to GTA i appears to be incomplete in several aspects and does not provide information needed 1 to analyze the design for our client. GTA is concerned about determining the Creek Bypass discharge capacity and velocities. Regarding the plans(5 sheets ) provided to GTA we have the following comments and questions: a. Plan --No indication of the location of the survey line used as control,for the cross-sections on sheets 4 and 5. There is no representation of the limits of excavation for the Bypass channel. 0 b. Profile-The profile is incomplete and does not show the Bypass channel flow 9 line and grades. There is text referring to a G inch thick concrete channel but no line work to show this. The typical section view on Sheet 3 shows a turf reinforcement mat for the channel bottom. The hydraulic grade line is not d shown. c. Cross-Sections-The cross-sections on sheets 4 and 5 do not show the walls 9 or the channel and the limits of high water anticipated. j 1 .,Page 1 of 2 A 0 141 South Elm Street•Arroyo Grande, CA 93420 805/489-132.1 • Fax 805/489-6723 d. Typical Sections --The typical sections on Sheet 3 do not show cut slope minimum or maximum ratios horizontal to vertical(i.e. 2:1) In summary GTA needs to review discharge and velocity calculations and the corresponding desire capacities and erosion protections afforded. At this time the information provided is not sufficient for proper evaluation. Very truly yours, CARING, TAYLOR&ASSOCIATES, INC. e Owt Y1 Jim Garing, P.E. Principal Engineer XC William S. Walter Attorney at Law Page 2of2 PETITION To: Mayor Romero, City Council Members We do not agree with the City/Wallace Study regarding Overflow Path improvements. The City/Wallace preferred solution of an L-shaped swale ignores the following: 1. The bottom 1/3 of this Public Drainage Easement continues to be obstructed at the Wilson/Hansen property line with re-grading, cross-fencing/wood retaining structures, etc. This bottleneck of the 12-foot wide Public Drainage Easement/overflow channel assures debris and flood water build-up,,blockage and flooding of properties downhill from the easement. 2. The lack of a wall or even L-shaped Swale in the upper 1/3 of the PDE/overflow channel.offers no protection to these properties or any properties across Conejo Avenue and downhill from them 3. The L-shaped swale is inadequate and unsafe for many downhill properties. Due to the nature of the steep unstable hillsides that make up a major portion of this watershed, large amounts of rock&debris could overwhelm the culverts and the swale. This happened in1995. Minor to moderate"clear water flow"runoff is not the major concern. Moderate to heavy debris-laden storm runoff is what the City Staff needs to contain in this PDE. Name Address l 7 J_ 9 Goxeiv Ave, AL, Z 7S0 Z:0, h -, yC SLD 93 �� t -I-yb 1:!QV �rZ-PFJ �• c��%�2�-% /�s9 Lnni�o�� c�-() g390 f PETITION To: Mayor Romero, City Council Members We do not agree with the City/Wallace Study regarding Overflow Path improvements. The City/Wallace preferred solution of an L-shaped swale ignores the following: 1. The bottom 1/3 of this Public Drainage Easement continues to be obstructed at the Wilson/Hansen property line with re-grading, cross-fencing/wood retaining structures, etc. This bottleneck of the 12-foot wide Public Drainage Easement/overflow channel assures debris and flood water buildup, blockage and flooding of properties downhill from the easement. 2. The lack of a wall or even L-shaped Swale in the upper 1/3 of the PDE/overflow channel offers no protection to these properties or any properties across Conejo Avenue and downhill from them 3. The L-shaped swale is inadequate and unsafe for many downhill properties. Due to the nature of the steep unstable hillsides that make up a major portion of this watershed, large amounts of rock & debris could overwhelm the culverts and the swale. This happened inl995. Minor to moderate "clear water flow"runoff is not the major concern. Moderate to heavy debris-laden storm runoff is what the City Staff needs to contain in this PDE. Name Address �— a with 7 o Com p 3H j o J NNNN NNNen.cn en fn en en en en eMITI�T 'Q' � *t� b W T y � V U 9:4 w F b0 V r... C � � ¢. w ca od ch iO a c v°i U o .+ 00 • C ��, F. d V] p,cn p cC7a. 00gUFQSUF.. aUa � O �ooW > C7W }, w y d m oZ H pC : Sa CAg z co 0 W J v V `T, to .o°» 0C4 E 'W o U to rA CA o ,aa � a .5 C O .� d ¢ U o .o � QU ❑ ,��, � Q p ' o tut5 U¢ a p .} o ° °233 � � c A 3 'c 0 cd c� U �' 0 ccr U y 0UawFc. . 0 > y A y � ' OOQ � r% v� ►. riWv� 5 .cis y � •c � � � •� � •ave� �? 1>1 mya. y .� ca y m o y Y b t7 C2 t. G s. O w 0 y 0 C y O. O 0 y 'O �•� C1. U ^ ° Y 6l � U N o V ... 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Vl W a _oo �ova ion �oaa roc c v `u �i > > en-rtn MMto Mn1 r� ntn nn F 0 o p� r C f O O 0 0 0 O o Q= rc:t:rhh rr rrr rr o a F Zi d d r � o mrho �'1 rf N •+ RPf r men Opp 0 U e • 9 Y e e e e o 0 0 0 0 0 0 m V1 Vf N V1 V1 N Yf YI Vf Yf Y1 V1 V1 aaaaav cv < vv IT It UJ C y N Ct CI b O O N WL C a • h N N n N h n W v m n r .. 9 ac O C13 3 < C u Z E W o' Y Z ► O m V g r ow Y VU > Q > mut m '� O C. vT wm0 ' Y YW m'm W u.� sce' 4' '3 a �v � � E ❑ m 1 ANNOUNCEMENT ON BEHALF OF THE CITY COUNCIL— FEB. 212010 REGARDING DOWNTOWN ASSOCIATION PRESENTATION AND FARMER'S MARKET I know there have been a lot of information about this circulating so before we get started with the presentation I want to be completely clear that the Farmer's Market will continue as it always has. And that the farmer's who have always participated in the Thursday Night Market are still entitled to and very much encouraged to participate as they always have. I also want to be clear that there are no changes at all proposed to the management of the other aspects of Thursday Night Promotions activities including bands, entertainment, bbq and other non-fanner events. The only issue here is the management of the operations of the produce vending component of the Thursday Night Promotions activities. The Downtown Association has indicated it wants to begin working with the farmer's immediately to make sure that the transition is as seamless as it can be. The City Council's primary interest in this issue is to ensure that the Thursday Night Farmer's Market continues to be a vibrant and robust part of our downtown activities. The City has always been very committed and proud of the success of its Farmer's Market and the participation of many local farmers' in that market. For many years the Downtown Association has been in charge of promoting the success of the market and making sure that it continues to be a signature event for San Luis Obispo. Obviously the change in management of the market from the Farmer's Market Association to the Downtown Association has generated a great deal of interest and controversy. Our goal here tonight is simply to have a presentation of the facts surrounding the changes and hopefully to convey information that will alleviate the concerns that we've all heard over the past several days. I want to be clear that the role of the Council hear tonight is not to decide who should or should not manage the market. The City has a contract with the Downtown Association for the production of the Farmer's Market as part of a broader Thursday Night activities. That contract does not address or require any specific management or dictate day to day operational issues. The Council's role is simply to ensure that the Downtown Association remains prepared to produce a first class Farmer's Market consistent with its obligations under its contract with the City and that the community continues to be able to enjoy this wonderful part of Downtown Thursday Nights. I would like everyone to be aware before we get started that the Downtown Association has already committed that it will continue to operate the market as a certified Farmer's Market. That it will offer a seat on its Thursday Night's Promotion Committee to a farmer representative and it will form a Farmer's Market Subcommittee made up of farmer's representatives in order to make sure that the interest and input of the farmers who participate in the market are communicated in all decisions affecting the market. Finally, I know that there are many of you here that feel very strongly about this issue and we want you to have an opportunity to express your opinions; however I do ask that you be respectful and civil to those who might have different opinions. That you direct all of your.comments to the Council not to the audience members or other speakers and you refrain from clapping, cheering or interrupting during the public comment period. In the interest of time, I would also ask that those of you who are part of groups with several members here to express the same opinions, designate a representative to speak for the group and that other group members then could show their support for the comments by standing quietly or by show of hands. We have a considerable number of speaker slips which will take a lot of time this evening and since we have that many rather than the three minute r , comment period we will have to ask for two minutes time limit on the comment period. Our City Clerk will keep track of the speakers time.