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APPENDIX L Sewer Study Ka ise r Pe rm a n e n te Sa n Die go Ce n tra l Ho spita l Me dica l Ce n te r Sewer Study Prep a red b y: RBF C onsulting 9 7 5 5 C la irem ont M esa Blvd . Sa n D ieg o, C A 9 2 1 2 4 8 5 8 .6 1 4 .5 0 0 0 C onta ct: Trud i Lim RC E 6 1 2 1 3 January 2013 R B F Jo b N um b er 25105 4 30.001 Preliminary Sewer System Study Kaiser Permanente San Diego Centra lHospital Table of Contents Section 1 - Introduction ........................................................................................................................... 1 Section 2 - Project Description ................................................................................................................. 1 2.1 Project Location: ........................................................................................................................ 1 2.2 Proposed Project:....................................................................................................................... 2 2.3 Prior Site Planning ...................................................................................................................... 3 2.4 Study Area ................................................................................................................................. 3 2.5 Sewage Generation Rates: ......................................................................................................... 6 Section 3 - Sanitary Sewer Analysis .......................................................................................................... 8 3.1 Guidelines, Data, Exhibits and Previous Study Reports ............................................................... 8 3.2 Sanitary Drainage Area Equivalent Population Analysis .............................................................. 8 3.3 Model Methodology ................................................................................................................ 11 3.4 Hydraulic Analysis Results – Phase 1 & Phase 2 ........................................................................ 12 Section 4 - Recommendations ............................................................................................................... 14 Section 5 - Appendices .......................................................................................................................... 15 i Preliminary Sewer System Study Kaiser Permanente San Diego Centra lHospital Figure Index Figure 2-1 Project Site (Reference Thomas Bros. Map 1249 E1) ............................................................... 1 Figure 2-2 Proposed Site Layout .............................................................................................................. 2 Figure 2-3 Sanitary System Map and Study Area ...................................................................................... 4 Figure 2-4 Sanitary Sewer Exhibit............................................................................................................. 5 Figure 3-1 Sanitary Sewer Study Summary (Hydraulic Model Results) .................................................... 13 Table Index Table 2-1 Proposed Project Summary ...................................................................................................... 2 Table 2-2 Sewer Generation Rates: City of San Diego Sewer Design Guide 2004 ...................................... 6 Table 2-3 Sewer Generation Rates: Wastewater Engineering - Treatment & Reuse 4th Ed. (Metcalf & Eddy) ................................................................................................ 7 Table 3-1 Equivalent Population Summary Method 1 .............................................................................. 9 Table 3-2 Equivalent Population Summary Method 2 ............................................................................ 10 ii Preliminary Sewer System Study Kaiser Permanente San Diego Centra lHospital Section 1 - Introduction This report provides background data, analysis, and a summary of results as part of a preliminary sanitary sewer system study for the proposed Kaiser Permanente San Diego Central Hospital project. The purpose of this study is to ascertain the potential impact of the proposed project on the existing sanitary sewer system and to verify that sufficient capacity exists within the existing sewer facilities. Section 2 - Project Description 2.1 Project Location: The proposed Kaiser Permanente San Diego Central Hospital site is comprised of a 20.01-gross acre parcel (APN 369-121-14-00) that is currently developed with a single story 337,564 square-foot structure formerly utilized as the County of San Diego Annex. Excluding dedicated Right-of-Way, the parcel area is 19.38 acres. Located at 5201 Ruffin Road in San Diego, California, the Project site abuts the Polanski Child Services Center to the east with street frontage along Clairemont Mesa Boulevard to the north, Ruffin Road to the west, and Ruffin Court to the south. The entire project site was previously graded and is currently developed. The Project site is shown in Figure 2-1. Figure 2-1 Project Site (Reference Thomas Bros. Map 1249 E1) Project Site 1 Preliminary Sewer System Study Kaiser Permanente San Diego Centra lHospital 2.2 Proposed Project: The proposed project at 5201 Ruffin Road will be a new Central Hospital to provide centralized tertiary services for the entire county of San Diego. The new Kaiser San Diego Central Hospital (Hospital) will serve as a partial replacement to the existing Kaiser San Diego Medical Center (SDMC). The new Hospital will be constructed in two (2) phases; however, this WSA addresses the ultimate development of both phases which will include 450 beds and 720,000 gross square feet (GSF). The project will also include an Energy Center of approximately 38,000 GSF, a Hospital Support Building of approximately 180,000 GSF, and a Parking Structure with a total of 2,200 parking stalls. Table 2-1 summarizes the phasing of the proposed Project. Figure 2-2 depicts the schematic site layout for the Project including the location of the hospital building, hospital support building, energy center, and parking structure within the Project area. Table 2-1 Proposed Project Summary Phase 1 Phase 2 Total 321 Beds 129 Beds 450 Beds Hospital Building 550,000 SF 170,000 SF 720,000 SF Hospital Support Building 180,000 SF -- 180,000 SF Energy Center 36,000 SF -- 36,000 SF Parking Structure 1,263 Stalls 937 Stalls 2,200 Stalls Figure 2-2 Proposed Site Layout 2 Preliminary Sewer System Study Kaiser Permanente San Diego Centra lHospital 2.3 Prior Site Planning The Kearny Mesa Community Plan currently designates the site as county facilities and is identified as a county facility having an existing 337,564 square foot structure that would be demolished to accommodate the proposed Project. As previously noted, the site is zoned IL-2-1 (previously M1-B) which requires a maximum 0.5 Floor Area Ratio (FAR). Development proposals which exceed 0.50 FAR would be considered through a discretionary permit process that would address potential traffic and environmental impacts. 2.4 Study Area The subject study area, shown in Figure 2-3 on the following page generally encompasses the parcels fronting Ruffin Road between Spectrum Center Boulevard and Clairemont Mesa Boulevard, and also fronting Clairemont Mesa Boulevard between Ruffin Road and Overland Avenue. The primary zoning in the area consists of light industrial (IL-2-1) along Ruffin Road with a mixture of commercial (CC-1-3) and light industrial (IL-3-1) along Clairemont Mesa Boulevard. In accordance with the requirements specified in the preliminary permit review submittal comments, the proposed project is required to prepare a sewer system study with manhole to manhole calculations performed from the upstream sewer system reach on Ruffin Road downstream to the connection to existing 15-inch sewer in Clairemont Mesa Boulevard east of Overland Avenue. The proposed project will connect to the existing 8-inch PVC gravity sewer located south of the site in the Ruffin Court and to the last reach of existing 10-inch vitrified clay pipe (VCP) gravity sewer located west of the site in Ruffin Road (see Figure 2-4). The 8-inch Ruffin Court sewer flows westerly and connects to the 10 inch Ruffin Road sewer via the manhole located at the intersection of Ruffin Court and Ruffin Road. Additional sanitary flow from the west (Lightwave Avenue) and south (portion of Spectrum Center Boulevard and Ruffin Road) converge just south of the Ruffin Court and Ruffin Road intersection. The 10-inch sanitary sewer continues northerly along the Ruffin Road alignment approximately 1,020 lineal feet to the intersection of Clairemont Mesa Boulevard and Ruffin Road. At this intersection, a 12-inch VCP sewer flows westerly within the Clairemont Mesa Boulevard alignment approximately 1,150 lineal feet to the point of connection to the 15-inch VCP sewer about 148-feet east of the intersection of Clairemont Mesa Boulevard at Overland Avenue. Refer to Figure 2-3, Figure 2-4, and City of San Diego SEWER FIELD BOOK Pages H11S, H12S and I12S. The existing Ruffin Road and Clairemont Mesa Boulevard sewers were constructed during the 1960s are generally of VCP. The branch connecting sewers along Spectrum Center Boulevard, Lightwave Avenue, and Ruffin Court were constructed primarily in the late 1990s and early 2000s and are of PVC construction. 3 MH 23785 1.93 Ac. 1.51 Ac. 8.17 Ac. MH 23626 Ac. 0.85 Ac. IE 373.15 MH 28669 RS-1L-1egend 16 Ac. CV-01 FL 052 MIIEEH 44 2113216..022497 35.35 Ac. 1103-6P LVFC1.82 MH 237130809.48-9 P8 LVAFCc. CVP-01 FL 203 MIEH 3 28386.2347 2.08 Ac. 1100-1P9. V8L8CF AM1c0H.-3 P02V48 C6L 6F S8 aEnBIEvio t3aa44u10l2r1.u L0n0yF-8PaVd C3St.a7i2oer Aywnc. er 2.15 Ac. 1.17 Ac.50R0 LFS21-V-C1-7 SsSeteuwwdeeyrr _A_mMreaaainnhole OOOFCP---111---111 583-2.33 Ac.V LCFM3H155 20-3V L6C1F 73 83-2V MLCIFEH 421386.1.cA 5.17931520-V LCF2 .6M9H A 2c3.21 60524-9CVV-01 MLCFHFL 053 23MI6EH3 40 021IL.3056.-4223 4A8- 1c. 315210-6V LC3F. 2 Ac.M IE2H 4240356 .13452 310.cA 54.120-VM ILECHF 4 20 .cA 76.0.cA 27.0136462.1I3ME5I33E H4 14 24032.662.3329.cA 17.04 1 19226-1V 3L1C10-PVCF 291 LFMIEHM 4I E2H03 7 426.033321965..38565 Ac. 3.82 Ac. IE 346.137.1 Ac. MIEH 3 24876.6790 4.39 Ac. 2M.4I1 EAc.H C3C -22-13856.9721 MI31EH0 L F 12320M-IP3.8VEC36H6 4.27 6 29A3 87c82..9338920 1L-FVCMIE3H15 L2F 23218-V3ZC8.7O250 NE_PAAACNRRGaCr--A--c1111eM----12l11 BEoundaries OOORRRMMMRRP------211111------112123 1.06 Ac.IE 401.65 .cA 30.1 1.61 Ac. IE1 .420 A3.c6.5 IE 398.43 2.1029 Ac. 2.1018 Ac. 3.1117 Ac. CV-01 FL 54312MIEH 4 20386.6222 Project Site MIEH 3 29878.1381 390 LF10-PVCMIEH 2 22898.92M79 H31 1 L2F821-8VC27 CCCCCC---121---332 RRRMMM---222---456 9 Ac. MH 28828 IE 226.25 0 Ac. 6.41 Ac. 6.6 Ac. UNZ2O0NED 3.54 Ac. 16 10-VC 350 LF 1MI1EH 4 20396.6273 119.348 A c. 10-PVC 400 LF MIEH 329858.293.5228 Ac. 3.12 Ac. IE385 L F2107-PVC3.5 2.433.3 A7c A. c. CCCCCCCC----3434----4251 RRRRMMMM----3334----78910 MH 28826 3.86 Ac. 15 C F IE 252.68 CC-4-3 RM-5-12 N M:\Mdata\25105430\GIS\Maps\kaiser_watersewer.mxd1M.I51E4H20 57 4 -A.850P83c 77LV0.3. 38AFC8.1.29 c04 1.42 A0 6AMI-cE5PcH. .V4L 51FC23139.00726-18P MILVE3HF5 C.4M 0 IA5E08H39c 4A0 1..536 190c275520-.119 ..9P62020 V6919L- PC AFLVcFCM.IEHM3 .45H3I1E23 6 59 4A.33510c059.1 04.6116 .A0411c7.9010. M A8I EA 5HcA c4. c5.1 .299.3246 2311 00AM0-cPI EH.LV MF4I5CE14H 524 .56182279 .3115272105030 - 31.P 4LM302IV1EF0-2H CP 5A 04 L.V521c8F.443.5C326. 08A 6 A391130c-cP3 2V0..C9-349P 1 L0-FL PM1VVICEF831HC6 8 L4 F51M1I02-45EVCH9 .M 583I145 E01 0-1V 2LC5170H1-F10-VMVC 9 344 I H212665 1.LF8L2 23L9 L1F0I03 2E55-095.M72 I7 98801E.M0 089IM0944H-I3E220. E.139 H 745 H0A A72 9943c1 4. c53 1 121A.991.3 05218c.6.5102.321 8 08458 0-P62V 2L1.19 ACc..cA 70.1F 12M.IM11IEHE6H 4 24A02911c902..02. 5625 13313 1.cA 218.01286--02PP2 1V VLLFCCF MIE1.cA 1H .cA 99.03 14..1241197M383I0 . EAAH2122 8c c 403721.05 Ac. ..8-98P80 .LV25F6C 10-PVC M250 LFIEH 3 M281296HI0E00. -732 2P35179 .992LV 0MAM8cF.C3CVP-01 HIHI1EE 2FL 343 23M49M9I60E0H0I9H8E2 23 3 82M.cA 84..12I2393E91 298H418M0 00533.. I2357AE-23H88.P015093 2c 3 22L4V0 ..A5339. 3FC04A0c6704 4L.. c135F0 30.1- 6LAFP15V6 LcFC19140-P .VLCMF10I-PEVC351H00 -2LP FV2C3 .M82.1302-68P7V 9HLIC6FA6E0. 11 c203-AP3VC3.970c08.24.7112. 5A9c A.1c.1M.I E3H A2 2M0c4I.51 AE9c.9.37H50 L.F20 32M105I08-PE9V0C3H06 L0 FM.I24 4E3271291 HL50F-5P V9C.8.cA 81.22 640426. L20F1-V64C393 290A2.4-V C5.cA4 26.1c54. CCCCCCCCCCCCCCIIIIHPLLVVPCCNROOCCCNN----3212--------------111--45115551111--1111--------------211 54111352312 RRRRRRRRRRRRRRRRRRTTSSSSSSSSSSXXSSSS------------------111111111111111111------------------24112345678912111110234 9/18/2012 J 3.91 Ac. 2.5 Ac. 1705-P LVFC 5.96 Ac. 8.78 Ac. 1.71 Ac. MIEH 2 29950.04128.7 Ac. 1.04 Ac. IIPS--21--11 UNZONED ! KAISER PERMANENTE SAN DIEGO CENTRAL MEDICAL CENTER 0 125 250 500 SANITARY SYSTEM MAP AND STUDY AREA Feet Source: Figure 2-3

Description:
Table 2-3 Sewer Generation Rates: Wastewater Engineering - Treatment & Child Services Center to the east with street frontage along Clairemont in two (2) phases; however, this WSA addresses the ultimate development .. Wastewater Engineering - Treatment & Reuse 4th Ed. (Metcalf & Eddy).
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