SASD 2010 SYSTEM CAPACITY PLAN EXPANSION TRUNK SHEDS BR EAST RANCHO TRUNK SHED 2015 AMENDMENT
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1 SASD 2010 SYSTEM CAPACITY PLAN EXPANSION TRUNK SHEDS BR EAST RANCHO TRUNK SHED 2015 AMENDMENT Introduction This amendment summarizes the new near-term and buildout expansion trunk shed plans. Due to recent development activity, SASD has proceeded with an update to the Expansion Trunk Shed Plan, ahead of the scheduled 2020 System Capacity Plan (SCP) update. The formation the 2010 SCP Expansion Trunk Shed Plan was used as a startg reference for this 2015 update. The latest approved sewer study formation was cluded the update, along with the most recent land use formation from the City of Rancho Cordova and Sacramento County. Significant changes to the 2010 SCP were made areas that were previously planned to be served by future terceptors. Area Description The Trunk Shed encompasses a large area located the eastern part of Sacramento County, south of Folsom Boulevard. The western half of the shed lies the City of Rancho Cordova, east of Sunrise Boulevard. The shed extends east to the Urban Services Boundary. The southern boundary cludes Grant Le Road and the Urban Services Boundary. Trunk System Facilities The buildout expansion trunks are planned to dra to either of two locations which are referred to as Location #1 Outfall and Location #2 Outfall. Location #1 Outfall is located at the S132 Chrysanthy Pump Station (PS), and it will serve the developments the southern portion of the shed. Location #2 Outfall is located adjacent to White Rock Road, approximately one-half mile east of Sunrise Boulevard, and it will serve the developments the northern portion of the shed. Flows at the two outfall locations are planned to be conveyed by future Regional terceptor facilities. For the near-term conditions, itial flows from the developments the northern portion of (Rio Del Oro and Westborough) will dra to the S070 Sunrise White Rock PS system on the terim basis. Ultimately these developments will discharge to Location #2 Outfall. Flows from the developments the southern portion of (Anatolia, Arista Del Sol, Cordova Hills, Montelena, North Douglas, Sunridge Lot J, Sunridge Park, and SunCreek) will be conveyed to the S132 Chrysanthy PS. The Trunk Shed near-term expansion trunk facilities will be presented first, followed by the buildout summary. The planng trunk facilities are summarized for each of the development areas. The development areas are defed by the sewer studies names, and the areas without sewer studies have been given a name most cases.
2 Please refer to the Planned Development Areas map (Figure A.3-1) when reviewg the trunk shed plan descriptions below. A. Near-Term Expansion Trunk Facilities (Figure A.3-2) Anatolia, Montelena, Sunridge Lot J, Sunridge Park, and North Douglas These sheds discharge to the existg trunk system. Their flows are conveyed to S132 PS. Arista Del Sol The shed is served by an terim PS. The terim force ma will convey flow northward and connect to the existg Douglas Trunk. Cordova Hills Phase 1 development will be served by a new permanent PS. Its force ma will convey flow northward and connect to the existg Douglas Trunk on an terim basis. The upstream portion of the force ma between the PS wet well and Chrysanthy Boulevard will be permanent. The downstream portion of the force ma from Chrysanthy Boulevard to the existg Douglas Trunk will be terim until the permanent force ma is extended west along Chrysanthy Boulevard and discharges to the Location #1 Outfall. SunCreek The Phase 1 development will be served by a new permanent PS. Its force ma will convey flow northward and connect to the existg Aerojet Interceptor 1 on Chrysanthy Boulevard. Rio Del Oro The Phase 1 development will discharge to existg collectors on White Rock Road, and its flow will be conveyed to S070. Westborough The Phase 1 development will be served by an terim pump station. The terim force ma will convey flow west along White Rock Road and discharge to the existg 10-ch S070 force ma. B. Buildout Expansion Trunk Facilities (Figure A.3-3) Aerojet Lands This area currently does not have an approved sewer study. The proposed sewer system of the northern portion of this area has been redirected to dra to the Folsom East Interceptor; therefore, it is no longer a part of the Trunk Shed. The southern portion of the Aerojet Lands area is planned to be served by a trunk that discharges to the Location #2 Outfall. Anatolia The trunk system that serves this area has been constructed, and no new trunks are required. Arboretum This area is planned to be served by a pump station and two trunk branches. The pump station will be located near the tersection of Jackson Highway and Sunrise Boulevard. The force ma will convey flow to the north along Sunrise Boulevard and discharge to the Location #1 Outfall.
3 Arista Del Sol Arista Del Sol is planned to be served by a trunk that will be constructed across The Ranch development. The connection pot to this future trunk is located the southwest corner of the development, near the shared boundary with The Ranch development. Cordova Hills Cordova Hills will be served by two trunk pump stations situated near each other the southwest portion of the development. The north pump station will have two contributg trunks while the south pump station will have one contributg trunk. The south pump station will also serve significant areas that lie outside of the Cordova Hills development, known as South Cordova Hills. The pump station force mas convey flow northward to Chrysanthy Boulevard where they follow the right of way west and discharge to the Location #1 Outfall. Douglas 98 This area will dra to a future trunk extension of the existg Douglas Trunk. Douglas 103 This area requires no additional trunk facilities. Local collectors will discharge to the existg Douglas Trunk. Grantle 208 This area requires no additional trunk facilities. Local collectors will discharge to the existg Douglas Trunk. Montelena The trunk system that serves this development has been constructed. No additional trunk facilities are required. North Cordova Hills North Cordova Hills and the area located to the west currently have no sewer studies. The North Cordova Hills area is proposed to be served by two trunk pump stations located on Glory Lane. Both pump stations force mas convey flow west along Glory Lane and Douglas Road to the Location #1 Outfall. Each pump station is served by a primary trunk and its mor trunk branches. The area to the immediate west of North Cordova Hills will be served by a trunk that discharges to the extension of the existg Douglas Trunk. The area to the northwest of North Cordova Hills and east of Rio Del Oro will be served by a trunk system that conveys flow to the west along White Rock Road and dras to the Location #2 Outfall. North Douglas The sewer system that serves this area has been constructed, and no new trunks are required. Rio Del Oro Rio Del Oro will be served by several trunks and a pump station. The proposed pump station located the southwest corner of the development will serve the southern portion of the development. The pump station force ma conveys flow south, adjacent to Sunrise Boulevard, to the Location #1 Outfall. The trunks servg the northern portion of Rio Del Oro will dra to the Location #2 Outfall. South Cordova Hills This area is located south of the Cordova Hills development, and it does not have a sewer study. This area is planned to be served by one of the Cordova Hills pump stations.
4 SunCreek SunCreek will be served by two trunk pump stations. One proposed pump station is located approximately the center of the development and will capture flow from the northern portions of the shed area via two trunks. Its force ma will convey flow to the north along Rancho Cordova Parkway and discharge to the existg Aerojet Interceptor 1B located Chrysanthy Boulevard. The second proposed pump station is located the southwest corner of the development, and it serves the remader of the shed. This pump station will also provide service to the Anatolia 3 development, which currently is drag to an terim pump station. The ultimate buildout force ma of the second proposed pump station will convey flow to the north, along Sunrise Boulevard, and discharge to the Location #1 Outfall. Sunridge Lot J The trunk system that serves this development has been constructed. No additional trunk facilities are required. Sunridge Park The trunk system that serves this development has been constructed. No additional trunk facilities are required. The Ranch The Ranch development is planned to be served by a future trunk that connects to the Aerojet Interceptor 1B located Chrysanthy Boulevard. Westborough The Westborough development will be served by a trunk that discharges to the Location #2 Outfall. Attribute data and model results for the buildout expansion trunks are presented the table below. The Trunk Shed is subdivided to five smaller sub areas as shown Figure A.3-4. Figures A.3-5 through A.3-9 display the details of each sub area which clude the proposed trunk sewers, modeled manholes, and the contributg area to each manhole.
5 Trunk Sewer Data and Model Results Buildout 10-Year Design Storm US Manhole DS Manhole Lk Type Diameter () Length US Rim Elev. US Invert Elev. DS Rim Elev. DS Invert Elev. Slope (%) Full Capacity (mgd) 2879-EN EN01 Pump EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN05 Gravity Ma EN EN03 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN INT01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN INT01 Gravity Ma EN EN01 Gravity Ma EN EN03 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN INT01 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN03 Gravity Ma EN EN04 Gravity Ma EN EN05 Gravity Ma EN EN01 Gravity Ma EN EN06 Pump 6.8 Peak Flow (mgd) % Full Capacity d/d
6 Trunk Sewer Data and Model Results Buildout 10-Year Design Storm US Manhole DS Manhole Lk Type Diameter () Length US Rim Elev. US Invert Elev. DS Rim Elev. DS Invert Elev. Slope (%) Full Capacity (mgd) 2787-EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN03 Gravity Ma EN EN03 Gravity Ma EN EN02 Gravity Ma EN EN01 Pump EN EN01 Gravity Ma EN EN03 Gravity Ma EN EN01 Pump EN EN04 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN03 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN03 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN03 Gravity Ma EN EN07 Gravity Ma EN EN05 Gravity Ma EN EN06 Gravity Ma EN EN03 Gravity Ma EN EN07 Gravity Ma EN EN05 Gravity Ma EN EN06 Gravity Ma EN EN09 Gravity Ma EN EN01 Pump EN EN02 Gravity Ma EN En04 Gravity Ma EN EN01 Gravity Ma Peak Flow (mgd) % Full Capacity d/d
7 Trunk Sewer Data and Model Results Buildout 10-Year Design Storm US Manhole DS Manhole Lk Type Diameter () Length US Rim Elev. US Invert Elev. DS Rim Elev. DS Invert Elev. Slope (%) Full Capacity (mgd) 3291-EN EN03 Gravity Ma EN EN03 Gravity Ma EN EN01 Gravity Ma EN EN04 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN05 Gravity Ma EN EN04 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN02 Pump EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN02 Gravity Ma EN EN03 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN10 Gravity Ma EN EN03 Gravity Ma EN EN07 Gravity Ma EN EN10 Gravity Ma EN EN05 Gravity Ma EN EN06 Gravity Ma EN EN01 Pump EN EN04 Pump EN EN02 Gravity Ma EN01 Gravity Ma EN EN02 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN04 Gravity Ma EN _EN03 Gravity Ma _EN EN02 Gravity Ma EN EN04 Gravity Ma EN EN03 Gravity Ma EN EN01 Gravity Ma EN EN02 Gravity Ma EN EN06 Gravity Ma EN EN02 Gravity Ma EN EN05 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN03 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN Gravity Ma EN EN02 Gravity Ma Peak Flow (mgd) % Full Capacity d/d
8 Trunk Sewer Data and Model Results Buildout 10-Year Design Storm US Manhole DS Manhole Lk Type Diameter () Length US Rim Elev. US Invert Elev. DS Rim Elev. DS Invert Elev. Slope (%) Full Capacity (mgd) 2458-EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN EN01 Gravity Ma EN INT01 Gravity Ma EN EN02 Gravity Ma EN EN03 Gravity Ma EN EN01 Force Ma EN EN01 Force Ma EN EN01 Force Ma EN EN01 Force Ma EN03 N47-MH0108A Force Ma EN EN01 Force Ma EN EN01 Force Ma EN EN01 Force Ma Peak Flow (mgd) % Full Capacity d/d
9 Bradshaw Interceptor SUNRISE BLVD PRAIRIE CITY RD SCOTT RD SUNRISE BLVD MADISON AVE FAIR OAKS BLVD HAZEL AVE BLUE RAVINE RD PRAIRIE CITY RD RILEY ST Anatolia OAK AVENUE PKWY Arboretum Arista Del Sol Cordova Hills E BIDWELL ST Douglas 98 IRON POINT RD Douglas 103 Grantle 208 Montelena North Douglas Rio Del Oro Folsom Interceptor FOLSOM BLVD Location #2 Outfall Aerojet Lands WHITE ROCK RD SunCreek Sunridge Lot J Sunridge Park The Ranch WHITE ROCK RD Westborough Areas without Sewer Studies WHITE ROCK RD Folsom Canal North Cordova Hills Location #1 Outfall - S132 South Cordova Hills JACKSON RD LATROBE RD FLORIN RD JACKSON RD DILLARD RD JACKSON RD Planned Development Areas Figure A.3-1 Updated: 3/18/2016
10 PRAIRIE CITY RD HAZEL AVE FOLSOM BLVD Folsom Interceptor Bradshaw Interceptor S EN EN02 WHITE ROCK RD SCOTT RD Folsom Canal SUNRISE BLVD Aerojet Interceptor 3131-EN01 S EN EN EN EN EN EN EN07 LATROBE RD JACKSON RD FLORIN RD Future Expansion Pump Station Existg Force Ma Expansion Trunk Shed Boundary Future Pipe Gravity Ma Force Ma DILLARD RD DILLARD RD Near-Term Expansion Plan Figure A.3-2 Updated: 8/24/2016
11 PRAIRIE CITY RD HAZEL AVE Location #2 Outfall FOLSOM BLVD Folsom Interceptor EN EN03 Bradshaw Interceptor SUNRISE BLVD Folsom Canal INT EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN01 WHITE ROCK RD 2875-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN03 SCOTT RD Location #1 Outfall - S132 Aerojet Interceptor 3045-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN04 LATROBE RD FLORIN RD JACKSON RD Future Expansion Pump Station? (To be abandoned) Expansion Trunk Shed Boundary Future Pipe Gravity Ma Force Ma (To be abandoned) DILLARD RD DILLARD RD Buildout Expansion Plan Figure A.3-3 Updated: 3/18/2016
12 JACKSON RD PRAIRIE CITY RD FAIR OAKS BLVD HAZEL AVE FOLSOM BLVD Folsom Interceptor Area 1 Bradshaw Interceptor WHITE ROCK RD SCOTT RD Location #2 Outfall Area 4 Folsom Canal SUNRISE BLVD Area 2 Aerojet Interceptor EXCELSIOR RD Location #1 Outfall - S132 Area 5? Area 3 LATROBE RD FLORIN RD Future Pump Station? (To be abandoned) Future Pipe Gravity Ma Force Ma (To be abandoned) DILLARD RD DILLARD RD Sewer Shed Map (Area 1 - Area 5) Buildout Expansion Plan FIGURE A.3-4 Updated: 3/18/2016
13 ? Future Expansion Pump Station (To be abandoned) Future Pipe Gravity Ma Force Ma (To be abandoned) Labelg Black Label: Manhole ID Red Label: Shed Label (corresponds to loadg manhole) Bradshaw Interceptor Location #2 Outfall SUNRISE BLVD FOLSOM BLVD Folsom Interceptor 2376-EN EN INT EN EN EN EN EN EN EN EN EN EN INT EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN01 WHITE ROCK RD 2454-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN01 Folsom Canal Sewer Shed Map - Area 1 Buildout Expansion Plan FIGURE A.3-5 Updated: 3/18/2016
14 ? Future Expansion Pump Station (To be abandoned) Shed to Existg Trunk Future Pipe Gravity Ma Force Ma (To be abandoned) Labelg Black Label: Manhole ID Red Label: Shed Label (corresponds to loadg manhole) 2795-EN01 SUNRISE BLVD 2795-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN02 Aerojet Interceptor 3045-EN01 Location #1 Outfall - S132 Folsom Canal 3128-EN Sewer Shed Map - Area 2 Buildout Expansion Plan FIGURE A.3-6 Updated: 3/18/2016
15 Aerojet Interceptor 3212-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN01 SUNRISE BLVD 3551-EN _EN EN EN EN EN EN EN01 Folsom Canal FLORIN RD 3718-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN04 JACKSON RD Labelg Black Label: Manhole ID Red Label: Shed Label (corresponds to loadg manhole) Future Expansion Pump Station? (To be abandoned) Shed to Existg Trunk Future Pipe Gravity Ma Force Ma (To be abandoned) Sewer Shed Map - Area 3 Buildout Expansion Plan FIGURE A.3-7 Updated: 3/18/2016
16 OLD WHITE ROCK Future Expansion Pump Station? (To be abandoned) Future Pipe Gravity Ma Force Ma WHITE ROCK WHITE ROCK RD (To be abandoned) Labelg Black Label: Manhole ID Red Label: Shed Label (corresponds to loadg manhole) UNNAMED SCOTT RD SCOTT GRANT LINE 2618-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN01 PLEASANT HILL 2870-EN EN EN EN EN EN EN EN03 GLORY Sewer Shed Map - Area 4 Buildout Expansion Plan FIGURE A.3-8 Updated: 3/18/2016
17 GRANT LINE DOUGLAS PLEASANT HILL 3209-EN03 GLORY 3123-EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN EN01 Labelg Black Label: Manhole ID Red Label: Shed Label (corresponds to loadg manhole) KIEFER Future Expansion Pump Station? (To be abandoned) Future Pipe Gravity Ma Force Ma (To be abandoned) LATROBE RD LATROBE Sewer Shed Map - Area 5 Buildout Expansion Plan FIGURE A.3-9 Updated: 3/18/2016
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