SEPA Sewer Study 2013-3-4 Mr. Motroni: Sacramento Area ... Laguna Ridge Specific Plan, Sewer Master...
Transcript of SEPA Sewer Study 2013-3-4 Mr. Motroni: Sacramento Area ... Laguna Ridge Specific Plan, Sewer Master...
March 5, 2014 Mike Motroni Wood Rodgers 3301 C Street, Suite 100-B Sacramento, CA 95816 Subject: Elk Grove Southeast Policy Area – Level 2 Sewer Study Approval Dear Mr. Motroni: Sacramento Area Sewer District staff reviewed the subject submittal and finds it sufficiently addresses District requirements and is considered approved. Any significant change in the proposed and/or assumed land use presented in this document, which impacts the sewer design, may require a revision to this study. If you have any questions regarding these comments, please call me at 916-876-6278, or call Amandeep Singh at 916-876-6296.
Sincerely,
Stephen Moore
Stephen Moore, P.E., M.B.A. Development Services
Elk Grove Southeast Policy Area
Level II Sewer Study
March 5, 2014
Prepared for
Prepared by
Elk Grove Southeast Policy Area Level II Sewer Study
March 5, 2014 Page ii
TABLE OF CONTENTS
1.0 Executive Summary ........................................................................................... 1
2.0 Introduction ......................................................................................................... 2
3.0 Design & Sewer Flow Information ..................................................................... 6
3.1 Elk Grove Promenade Trunk Sewer Shed ..................................................................................... 6 3.2 Laguna Ridge South Trunk Sewer Shed ........................................................................................ 7 3.3 Design ............................................................................................................................................. 7 3.4 Sewer Flow Information .................................................................................................................. 9
4.0 Sewer Alignments and Facilities ..................................................................... 16
5.0 Conclusion ........................................................................................................ 17
TABLES Table 2-1: Proposed Project Land Use ......................................................................................................... 3 Table 3-1: Design Flow Criteria .................................................................................................................... 9 Table 3-2: School Sewer Flows .................................................................................................................. 10 Table 3-3: Sewer Flows by Land Use ......................................................................................................... 10 Table 3-4: Onsite Sewer Flows by Conveyance Shed ............................................................................... 11 Table 3-5: Laguna Ridge South Sewer Flows ............................................................................................ 11
FIGURES Figure 2-1: Vicinity Map ................................................................................................................................ 4 Figure 2-2: Land Use Plan ............................................................................................................................ 5 Figure 3-1: Level II Sewer Study ................................................................................................................. 12 Figure 3-2: 2010 System Capacity Plan, Elk Grove Trunk Shed ................................................................ 13 Figure 3-3: 2010 System Capacity Plan, Laguna Ridge Trunk ................................................................... 14 Figure 3-4: Proposed Trunk Sewer Sheds .................................................................................................. 15
APPENDICES
Appendix A: Demand & Hydraulic Calculation Table Appendix B: Level II Sewer Study Appendix C: Electronic GIS Files
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1.0 Executive Summary
Purpose
The purpose of this sewer study is to identify the backbone sewer conveyance facilities for the Elk Grove Southeast Policy Area (SEPA). This report is part of an overall high-level infrastructure analysis for the plan area. This study will demonstrate it is possible to provide sewer service for the project and technical compliance with the sewer district’s requirements for sewer conveyance. The project falls within the jurisdiction of the Sacramento Area Sewer District (SASD).
Existing and planned sewer conveyance facilities border the project area to the north, west, and east. It is anticipated that these facilities will be extended to provide sewer service to the project area. This study has been prepared to present the project’s ultimate build out sewer conveyance facilities for the plan area. The study includes backbone trunk and collector mains to serve each proposed land use. This study includes a discussion on the proposed project, sewer flows, alignments, and sewer facilities.
Project and Study Characteristics
The plan area encompasses approximately 1,200 acres and will convey 7,904 ESD’s. The plan area is located in the south portion of Elk Grove between the Laguna Ridge Specific Plan and Elk Grove Promenade / Lent Ranch Specific Plan. The project proposes a mix of land use including residential, commercial, office, and industrial. The full plan area build out will convey a total of 2.5 mgd and 5.4 mgd during average dry weather flow and peak wet weather flow, respectively.
Findings
This study identifies onsite facilities required to serve the plan area. Design of the Laguna Ridge south lift station will need to provide consideration for planned flows from SEPA during development of level three studies. The existing Elk Grove Promenade lift station and force main will also require analysis at time of level three sewer study to show that these facilities are capable of conveying sewer flow from the plan area, as proposed in this study. These findings are discussed in detail within this study.
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2.0 Introduction
Level of Study
This study is a level two study for a community plan level sewer assessment. The focus of this study is on backbone or trunk infrastructure required to serve the plan area. This level of study is not sufficient for design and it is anticipated that a level three study or series of studies will be required prior to improvement plan approval for backbone facilities.
Location
The SEPA project encompasses approximately 1,200 acres and is located in the southeast portion of the City of Elk Grove. In general the project area is located east of Bruceville Road, north of Kammerer Road, east of Big Horn Boulevard, and south of Poppy Ridge Road. The Laguna Ridge Specific Plan borders the project on the north and west. Proposed Sterling Meadows project borders the project directly to the east.
See Figure 2-1: Vicinity Map for a vicinity map of the project site.
Topography
The site currently consists of a mix of farm and ranch land with a number of residential structures on large lots spread throughout the plan area. The existing topography varies from elevation 39-feet to 22-feet and falls from the northeast to the southwest. Bisecting the project is a drainage canal flowing from east to west.
Detail Description
SEPA is the last large-scale development area within the urbanized portion of Elk Grove. It lies directly south of the Laguna Ridge Specific Plan area and west of Lent Ranch/Elk Grove Promenade and the approved Sterling Meadows development.1
Land Use and Zoning
The project area is currently zoned in the City’s general plan as a special planning area. Therefore, specific polices are required to guide development within this area. The proposed land use will consist of residential (very low, low, medium and high density), mixed use, commercial, office, light industrial / flex space, schools, parks, and open space. The proposed land use for SEPA includes a total of 4,790 dwelling units from residential and mixed use land areas. See Table 2-1: Proposed Project Land Use for detailed project land uses and Figure 2-2: Land Use Plan for an exhibit showing the proposed land use, within the project area.
1 Project description per City of Elk Grove, planning department website, 1 October 2013.
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Table 2-1: Proposed Project Land Use Source: Land use spreadsheet provided by City of Elk Grove, September 10, 2013
Land Use Area2
(acres)
Estimated Dwelling Units
(DU) ER Estate Residential 62.6 288 LDR Low Density Residential 212.0 1,341 MDR Medium Density Residential 95.2 1,324 HDR High Density Residential 60.7 1,511 MUR Mixed Use Residential 14.0 267 COM Commercial 14.2 - MUV Mixed Use Commercial 27.3 58 ES Elementary School 27.7 - OFF Office 279.9 - LI/FS Light Industrial / Flex Space 108.2 - P/OS Park / Open Space 56.8 - Greenway Greenway 35.5 - Basin Basin 49.4 - Drainage Drainage Channel 1.7 - Channel Channel 65.3 - Right of Way3 84.4 - Total 1,195 4,790
Existing Studies
The following studies were reviewed and referenced within this study.
Laguna Ridge Specific Plan, Sewer Master Plan, Technical Addendum #2, by Wood Rodgers, Inc., dated May 2005.
Laguna Ridge Specific Plan, Sewer Master Plan, Figure 5 Exhibit, by Wood Rodgers, Inc., revised November 2012.
Elk Grove Promenade, Maser Sewer Study, by Wood Rodgers, Inc., dated October 2006.
Elk Grove Promenade, Interim Sewer Lift Station (S-142) & Force Main Project, by Wood Rodgers Inc., dated February 16, 2007.
SASD 2010 System Capacity Plan Expansion Trunk Sheds, by Sacramento Area Sewer District, dated 2010.
2 Acreage values are approximate and reflect high-level master planning. Acreages are subject to change through subsequent development processing in keeping with the policies and procedures provided in the City’s Special Planning Area document.
3 Assumed to be internal roadways per the land use plan plus fifty feet of right of way adjacent to SEPA boundary except 100 feet along future Lotz Parkway.
AÎ
Southeast Policy Area
Elk Grove
WHITELOCK PARKWAY
BRUC
EVILL
E RD
ELK GROVE BLVD
KAMMERER RD
Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX,Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community
0 2,5001,250
Feet
Elk Grove Southeast Policy AreaVicinity Map - Figure 2-1Elk Grove, CaliforniaMarch 5, 2014
NORTH
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8"
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8" 8"
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EGP80A= 0 Ac.A= 48.3 Ac.ESD= 0 ESD'sESD= 289.8 ESD'sPWWF= 0.239 mgd
LR58A= 0 Ac.A= 391.9 Ac.ESD= 0 ESD'sESD= 3370.1 ESD'sPWWF= 2.321 mgd
LR69A= 22 Ac.A= 137.2 Ac.ESD= 276.4 ESD'sESD= 1014.4 ESD'sPWWF= 0.759 mgd
LR61A= 65.7 Ac.A= 65.7 Ac.ESD= 537.2 ESD'sESD= 537.2 ESD'sPWWF= 0.401 mgd
LR56A= 44.8 Ac.A= 339.7 Ac.ESD= 269 ESD'sESD= 2159.2 ESD'sPWWF= 1.637 mgd
LR55A= 38.2 Ac.A= 38.2 Ac.ESD= 400.5 ESD'sESD= 400.5 ESD'sPWWF= 0.287 mgd
SE60A= 22.2 Ac.A= 22.2 Ac.ESD= 133.1 ESD'sESD= 133.1 ESD'sPWWF= 0.112 mgd
Existing EGP Lift Station
8"
To Planned Sewer PerMadeira East Sewer Shed Map,
Dated January 2013, by Wood Rodgers, Inc.
8"
8"10
"
8"
To Planned LRSP Lift Station
To Planned LRSP Lift Station
To Planned LRSP Lift Station
To Planned LRSP Lift Station
To Planned LRSP Lift Station
KAMMERER RD
BRUC
EVILL
E RD
POPPY RIDGE RD
WHITELOCK PKWY
BILBY RD
E STOCKTON BLVD
W STOCKTON BLVD
RAU
RD
PROM
ENAD
E PKW
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DEL WEBB BLVD WINKLE CIR
SOLOMON DR BIG HORN BLVD
ALBACORE WAY
AVOC
ADO
WAY
CAPE
VERD
E DR
OAKHAM WAY
CHAPPELLE WAYFERRELL WAY
LAGU
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RING
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DOVE SHELL WAY
SHEFFIELD WAYWESTMINSTER WAY
CARINATA DR
AVEIR
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PARA
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BARNSLEY WAY
LOS ENCANTOS CIR
PENION CT
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BILBY RD
Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GISUser Community
Land UseEstate Residential
Low Density Residential
Medium Density Residential
High Density Residential
Mixed Use Residential
Mixed Use Commercial
Commercial
Office
Light Industrial / Flex Space
Elementary School
Parks / Open Space
Greenway
Channel
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Drainage Channel
Existing Sewer Pipes
SEPA Sewer Sheds
Manhole
SEPA Sewer Pipes
Parcels
ELK GROVE SOUTHEASET POLICY AREALEVEL II SEWER STUDY - FIGURE 3-1
ELK GROVE, CALIFORNIAAPRIL 25, 2014
Not to Scale
NORTH
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Laguna RidgeSpecific Plan
SterlingMeadows
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March 5, 2014 Page 6 of 22
3.0 Design & Sewer Flow Information
The proposed design is included in Appendix B: Level II Sewer Study with a reduced copy included as Figure 3-1: Level II Sewer Study. The design illustrated in the above referenced exhibits is based upon the subsequent discussion in this section.
3.1 Elk Grove Promenade Trunk Sewer Shed
Preceding the date of this sewer study significant discussions have occurred regarding the Elk Grove Promenade (EGP) lift station and force main (designated as S-142) and available capacity. Development interests within the Elk Grove Promenade / Lent Ranch Specific Plan are working to ensure sufficient capacity for build out of their respective plan areas. The following discusses the different variations and assumptions regarding the Elk Grove Promenade sewer shed and how it relates to SEPA.
2006 Elk Grove Promenade Study
The 2006 Elk Grove Promenade Master Sewer Study and Interim Lift Station and Force Main design report identified the facilities to serve a portion of the Elk Grove Promenade sewer shed. The originally designed shed that would convey via the interim lift station and force main included the mall site, adjacent commercial properties, and proposed Sterling Meadows subdivision. The lift station conveys sewer via an existing force main under Highway 99 to a trunk sewer main in East Stockton Boulevard.
At the time of the 2006 studies the ultimate conveyance of sewer flows from this shed would be conveyed through SEPA and LRSP to the Laguna Ridge South Interceptor. The EGP lift station and force main would then be abandoned, once sufficient gravity infrastructure was in service.
2010 Sewer Capacity Plan
As part of the 2010 Sewer Capacity Plan, SRCSD had determined that the Laguna Ridge South Interceptor would not be constructed as originally planned. As a result SASD staff revised their sewer capacity plans, which resulted in significant changes to the size of the EGP sewer shed. The revised plan makes permanent the EGP lift station and force main. However, the shed area conveying to this lift station was significantly increased to include eastern portions of SEPA immediately to the west and north of the original EGP sewer shed. Copies of shed maps showing both the Elk Grove and Laguna Ridge trunk sheds from the 2010 System Capacity Plan are included as Figure 3-2 and Figure 3-3, respectively.
2013 Proposed Trunk Sheds
Concern among Elk Grove Promenade / Lent Ranch Specific Plan developers and the City of Elk Grove led to further discussion regarding the size and extent of the ultimate shed that would convey via the EGP lift station and force main. The discussions resulted in a reversion back to the EGP sewer shed just slightly larger than originally proposed in 2006. This slightly modified sewer shed adds about 48 acres of office land use for 290 ESD’s of SEPA (NE corner) that SASD now plans on serving through the EGP lift station and force main.
Further analysis of the existing capacity of the EGP lift station and force main will be required as a subsequent part of level three sewer studies. This study only looks at, and supports, most flows conveying to the west via SEPA’s backbone facilities to the LRSP south lift station as shown in Figure 3-4: Proposed Trunk Sewer Sheds. This approach results in the most conservative design for the onsite SEPA trunk and backbone facilities.
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3.2 Laguna Ridge South Trunk Sewer Shed
To date, multiple interests have discussed sewer conveyance for the Laguna Ridge South Trunk Sewer Shed. Since SEPA in large part will convey via the LRSP south sewer lift station, this study further discusses conveyance alternatives. Similar to the conversion of a permanent facility for the Elk Grove Promenade sewer lift station (S-142) the two interim sewer lift stations that were planned to serve the Laguna Ridge Specific Plan and surrounding areas are now or will be considered permanent facilities.
Laguna Ridge Specific Plan Sewer Studies
Wood Rodgers prepared the initial sewer study to serve the Laguna Ridge Specific Plan (LRSP) in a study dated May 2005 and revised November 2012. Since then other developers have prepared supplemental level three sewer studies to serve individual projects within LRSP. The study envisioned two lift stations would serve LRSP before regional interceptor facilities would be constructed to serve LRSP and SEPA. To date, only the LRSP north lift station (S-136), as known as the Whitelock Pump Station, is built and operational.
Additionally, SASD has received a number of requests for shed shifts for developments to convey flow from the future south lift station to the operational north lift station. This in large part is because parcels that would otherwise be served by the south lift station are moving ahead with development in advance of the south lift station being operational. SASD provided Wood Rodgers with revised sewer shed boundaries that reflect the current shed boundaries for the south lift station.4 These flows are discussed in more detail later in this report.
Most SEPA sewer flows will flow directly into the Laguna Ridge development. Approximately 22.2 acres or 133.1 ESD’s of office land use will flow to the existing Laguna Ridge north lift station via planned collector mains in Lotz Parkway as part of the Madeira East project. With the exception of those land uses previously discussed as they relate to the Elk Grove Promenade lift station, the remainder of the project will convey flows via the Laguna Ridge south lift station.
3.3 Design
The project sewer study consisted of calculating the sewer flows and designing the sewer system to serve the plan area. The SASD Design Standards, dated June 24, 2013 and Minimum Sewer Study Requirements, dated February 25, 2009 were utilized as the basis for this study.
Assumptions
There were a number of assumptions that are included in the design approach for this level two study. It is understood that as this plan area develops level three sewer studies, these assumptions may require further refinement. These assumptions are stated below:
Per the sewer study for the Laguna Ridge Specific Plan (LRSP), by Wood Rodgers, dated May 2005 and revised November 2012, proposed sewer mains within LRSP are to provide for sewer service to SEPA. The LRSP study, consistent with trunk sewer sheds at the time, assumed that the EGP sewer shed, served by EGP lift station S142, would convey sewer through SEPA and LRSP to then proposed Laguna Ridge South Interceptor. As previously discussed district staff have indicated the EGP sewer shed will permanently convey flows to the east via force main as it does today. The future LRSP south lift station and associated force main will have to be designed to provide sufficient wet well depth to serve SEPA.
4 Provided to Wood Rodgers via email from SASD on February 21, 2014.
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There will be no upstream development or significant increase in on-site densities that will affect the planned on-site or off-site sewer facilities.
Only major nodal manholes are shown in this study. Additional manholes, per SASD Design Guidelines, will be included along the proposed sewer alignments. To allow for the additional manholes, a one-tenth drop is accounted for in the inverts shown in the study, for every 200-feet of pipe length. The slope published on the plans is representative of sewer pipe slope and is irrespective of the additional one-tenth drops. Further study will incorporate additional manholes per SASD Design Guidelines.
Pipes were sized and flow lines calculated based on the SASD design standards and adhere to SASD “Minimum Sewer Study Requirements” Criteria. Actual alignments will be determined with subsequent level three study design scope.
At time of this report a grading study of the plan area has not been developed. The existing topographic contours have been utilized as part of this study to determine invert depth.
The land use plan has designated a number of parcels in the northeast part of the plan area with a sports and entertainment overlay. Flows from an entertainment overlay have not be analyzed and it is assumed that any flows from a stadium or other high peak flow venue would require attenuation onsite before discharging via collector pipes.
Approach
The following general procedure was used in the development of this study.
1. Gross areas based on the proposed Elk Grove Southeast Policy Area land use dated September 10, 2013 were used to calculate sewer flows.
2. Sub sheds areas were defined by topographic elevations, proposed service lines, and land use.
3. Equivalent dwelling units (ESD’s) were calculated for each shed based on the underlying land use and shed area.
4. 310 gallons per day is assumed to be the average dry weather flow or a single equivalent single family dwelling unit (ESD).
5. This study does not include lateral mains as onsite street patterns are not defined.
6. Due to the flat terrain, minimum slopes were utilized to calculate inverts and run sewer lines to the upstream portions of the plan area.
7. Minimum sewer depth was set between five to six feet from existing elevation at street centerline.
8. Flows were determined based on the SASD, County Improvement Standards, and on the design criteria and assumptions identified in this study.
9. A schematic backbone trunk and collector system was established.
10. Major sheds were divided into sub-sheds in order to define the areas, which contribute flows to certain points (nodes) on the collection system.
11. To estimate sewage flows, land use boundaries were overlaid on the sub-sheds creating sub-areas of single land use within each sub-shed. The acreages of these sub-areas were determined and multiplied by the average number of equivalent single family dwellings (ESDs) per acre for their particular land use in order to determine the total number of ESDs entering each
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pipe system. Pipes were sized and inverts calculated using an iterative process. For hydraulic calculations refer to Appendix A: Demand & Hydraulic Calculation Table.
Design Criteria
SASD Standards and Specifications, dated July 24, 2013 were used as the basis for this design. The flows were generated using the information found in Chapter 201 (Capacity Design) of the standards and specifications. The flow criteria used for this report is presented in Table 3-1: Design Flow Criteria.
Table 3-1: Design Flow Criteria Source: Sacramento Area Sewer District
Criteria Modifier Flow Generation Estate Residential 6 ESD/acre
Not less than 6 ESD/acre for any land use.
Low Density Residential 6 ESD/acre Medium Density Residential 10 ESD/acre High Density Residential 20 ESD/acre Office 6 ESD/acre Commercial 6 ESD/acre School 6 ESD/acre Light Industrial / Flex Space 6 ESD/acre Mixed Use 6 ESD/acre Open Space / Public Recreation 6 ESD/acre Detention Basins 6 ESD/acre Peaking Factor PF = 3.5 - 1.8 * QADWF
0.05 (Minimum PF = 1.2)
Minimum Velocity Minimum 2 fps at Peak Dry Weather Flow Rainfall Infiltration Factor Existing Areas: 1,600 gpd per acre
New areas: 1,400 gpd per acre Hydraulic Grade Line Maximum HGL at crown of pipe at Peak Wet
Weather Flow Friction Factor (Manning’s n-value) 0.01300
3.4 Sewer Flow Information
Onsite Sewer Flows
Onsite sewer flows were generated based on design flow criteria identified in Table 3-1 overlaid with the proposed land use. The project area consists of nearly 1,200 acres with about 1,043 acres generating sewer flow. The balance of the acreage that does not produce sewer flow are drain channels and backbone roadways. These flows, by land use, are shown in Table 3-3: Sewer Flows by Land Use. Detailed calculations for flow generation are included in Appendix A: Demand & Hydraulic Calculation Table.
For school facilities the SASD standards require an additional analysis to determine the maximum sewer flow to utilize for sewer calculations. This analysis is shown in Table 3-2: School Sewer Flows. Method A calculates the sewer flow at 6 ESD’s per acre. Method B utilizes the flow rates identified in Table 201-1 and Table 201-2 of the SASD standards and converts the flow to ESD’s. The flow rate for middle / junior high schools was utilized. These sites are not anticipated to be high schools.
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Table 3-2: School Sewer Flows
School Site
Upstream Node
Method A Method B Maximum ESD’s
Utilized Area
(acres) Flow (ESD)
Flow (mgd)
Flow (ESD)
1 SE70 10.2 61.1 0.06 193.5 193.5 2 SE43 9.0 54.0 0.06 193.5 193.5 3 SE61 8.5 50.8 0.06 193.5 193.5
Table 3-3: Sewer Flows by Land Use
Land Use Area
(acres)
Sewer Flow per Acre
(ESD/acre)
Sewer Flow
(ESD’s) ER Estate Residential 62.6 6 375 LDR Low Density Residential 212.0 6 1,272 MDR Medium Density Residential 95.2 10 952 HDR High Density Residential 60.7 20 1,214 MU Mixed Use 41.3 6 248 COM Commercial 14.2 6 85 ES Elementary School 27.7 See footnote 5 581 OFF Office 279.9 6 1,679 LI/FS Light Industrial / Flex Space 108.2 6 649 P/OS Park / Open Space 56.8 6 341 Greenway Greenway 35.4 6 212 Basin Basin 49.4 6 296 Drainage Drainage Channel 1.7 - - Channel Drainage Channel 65.3 - - Right of Way6 84.4 - -
Total 1,195 7,904
Offsite Sewer Flow
No upstream flows are anticipated to pass through the plan area. Flows generated by SEPA will connect to existing or planned facilities that serve adjacent projects. This study proposes to convey flows through six different points of connection to sewer facilities planned with the Laguna Ridge Specific Plan. One additional connection to the Elk Grove Promenade lift station will also be required to serve the plan area. Onsite sewer flows produced by SEPA will convey via offsite sheds / lift stations identified in Table 3-4: Onsite Sewer Flows by Conveyance Shed and shown in Figure 3-4: Proposed Trunk Sewer Sheds.
5 Flow rate for schools determined on a flow rate per school type basis. See Table 3-2: School Sewer Flows for additional information.
6 Assumed to be internal roadways per the land use plan plus fifty feet of right of way adjacent to SEPA boundary except 100 feet along future Lotz Parkway.
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Table 3-4: Onsite Sewer Flows by Conveyance Shed
Sewer Shed Area
(acres) Sewer Flow
(ESD’s) To Elk Grove Promenade Lift Station 48.3 289.8 To Laguna Ridge North Lift Station 22.2 133.1
Via Laguna Ridge South Sewer Shed 972.7 7,481.5 Total SEPA Sewer Flows 1,043.2 7,904
Subsequent level three sewer studies they will provide more detailed analysis and updating of the LRSP sewer study based on known conveyance from SEPA. These updates are not a part of this study and will be required for the LRSP south lift station. Part of the LRSP master sewer plan update should include the permanent location of a planned LRSP lift station that will serve the south portion of Laguna Ridge and SEPA. At time of this study SASD has indicated that an engineering firm is coordinating with them on the level 3 sewer study for the LRSP south area and the permanent Lift Station. It is anticipated that this study will locate the LRSP south lift station and provide conveyance facilities for SEPA flows entering through LRSP.
However, this study does address the total anticipated flows that are to be conveyed via the Laguna Ridge south lift station. As part of this task, SASD provided Wood Rodgers with the shed areas for the Laguna Ridge south sewer shed. The shed as envisioned today by SASD encompasses 355 acres. These flows as provided by SASD are shown in Table 3-5 below.
Table 3-5: Laguna Ridge South Sewer Flows Source: Sacramento Area Sewer District email dated February 7 and February 21, 2014
Planning Area
Land Use Area
(acres)
Sewer Flow per Acre
(ESD/acre)
Sewer Flow
(ESD’s) LRSP High Density Residential #1 11.6 20.4 236.6 LRSP High Density Residential #2 7.9 21.0 165.9 LRSP All other land uses 315.1 6.0 1,890.6 SEPA From Table 3-4 972.7 varies 7,481.5 Total 1,307.4 - 9,775
The peak wet weather flows from these areas total 6.7 mgd. The LRSP south sewer lift station should be designed to accommodate these flows either now or in the future with expansion projects. The LRSP south sewer lift station was originally planned to utilize one of the five force mains within Bruceville Road. These force mains convey sewer flows north to Laguna Blvd where they discharge into the Laguna Interceptor and where it will convey to the regional treatment plant. SASD has indicated that these gravity sewer facilities have sufficient capacity to serve LRSP South and SEPA as defined in this study.
Per SASD the existing force mains in Bruceville Road have a current available capacity of 6.5 mgd. There is a dry 12-inch force main that that was installed by the Laguna Ridge Owners Group that was to serve the LRSP south lift station. This existing force main runs from just south of Poppy Ridge Road to the Laguna Interceptor gravity sewer connection in Laguna Boulevard to the north.
The undeveloped areas will generate 6.7 mgd resulting in a need for additional 0.2 mgd in conveyance capacity. This will require an additional 4-inch force main to be installed in Bruceville Rd from the proposed LRSP south sewer lift station to the Laguna Interceptor sewer to accommodate the plan area build out.
21.5 21.8 22.0 22.4 22.6 22.7 22.9 23.6 24.2 24.4 24.4 24.6
21.6 21.7 22.2 22.3 22.3 22.5 23.0 23.4 23.9 24.1 24.3 24.5
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23.4 23.7 23.7 23.9 23.7 23.3 22.9 22.9 23.1 23.2 23.6 23.7
23.5 23.724.2 24.1 24.3
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24.8 24.7 24.7 25.0 24.9 25.325.4
25.1 25.2 25.2 25.2 25.1 25.5 25.3
25.5 25.4 25.5 25.3 25.4 25.6 25.4
25.4 25.6 25.7 26.0 25.9 25.9 25.5
25.9 25.7 25.9 25.8 26.1 26.1 25.7
25.1 25.3 25.5 25.6 26.126.3 26.2 26.1 26.2 26.3 26.1 25.9
25.4 25.4 25.4 26.0 26.3 26.9 27.0 26.9 26.7 26.8 26.4 26.2
25.9 25.7 26.4 26.8 27.2 27.0 26.7 26.7 26.7 26.4 26.0
25.826.1 27.3 27.1 27.1 27.1 26.8 26.7 26.8 26.9 26.6
26.8 26.8 26.8 26.7 26.9 26.9 27.0 26.9 27.2
26.2 26.3 26.5 26.6 26.6 26.726.8
25.3 25.5 26.126.2
25.9 26.1 26.5 26.7
23.8 23.9 23.9 24.4 24.5 24.6 24.8 25.1 25.5 25.9 26.1 26.1
23.9 23.7 23.8 23.8 23.825.4 25.3 25.3 25.4 25.0 25.1 25.2 25.5 25.6
23.1 23.8 23.8 24.2
23.9
24.3 24.6 24.9 25.2 25.3 25.7 25.4 25.8 26.1 25.0 25.3 25.5
23.3 24.1
23.9
24.2 24.1 24.3 24.4 24.925.5 25.7 25.9 25.7
25.926.2 26.3 26.2 26.3 26.3
23.3 24.1 24.2 24.6 24.4 24.7 24.7 25.1 26.2 26.3 26.2 26.4 26.8 26.8 26.6 26.4 26.6
23.6 24.4 24.5 24.7 24.8 24.8 24.9 25.0 26.3 26.2 26.3 26.5 26.7 26.6 26.7 26.7 26.9
23.9
24.5 24.6 24.7 24.6 24.4 24.8 24.9 26.0 26.3 26.3 26.2 26.5 26.5 26.8 27.0 26.9
24.4 25.0 25.1 25.1 25.0 24.4 24.8 25.0
26.0
26.1 26.2 26.3 26.5 26.5 26.7 27.0 27.2
24.9 25.0 25.3
24.824.9 25.2
25.7
25.4
25.8 26.126.3
26.3 26.4 26.9 27.0 27.1
25.2 24.9 25.3 25.5
25.9
25.5 25.3 25.425.6 25.5
25.5 25.9 26.1 26.0 26.2 26.1
25.1 24.7 25.3 25.8 26.4 26.2 25.6 25.9 25.7 25.6 25.8 26.0 26.0 26.3 26.2
25.2 24.8 25.3 25.7 26.2 26.4 26.3 26.1 26.0 25.9 25.7 25.625.9
26.1 26.4 26.7
25.2 25.1 25.3 25.6 26.4 26.5 26.5 26.126.1 26.1 26.2
26.2 26.4 26.5 26.7 26.9
25.6 25.2 25.5 25.7 26.3 26.1 26.2 26.2 26.3 26.1 26.2 26.3 26.6 26.8 26.7 26.9 27.0
25.8 25.7
25.9
26.1 26.5 26.6 26.4 26.5 26.9 26.5 26.7 26.9 27.0 27.2 27.2 27.3 27.2
26.0 26.1 26.1 26.4 27.0 26.3 26.5 26.1 26.8 27.027.2
27.4 27.5
27.5 27.5
26.3
26.3
26.4 26.3 27.0 26.3 26.2 25.9 26.8 26.9 27.2 27.527.5
27.7 27.7 28.1
26.9
26.6
25.9 26.2 27.2 26.5 26.5 26.1 27.5 27.6 27.7 27.5 27.9 28.4 28.1 28.2 28.4
26.9 26.8 26.1 26.2 27.626.5
26.3 26.3 28.2 28.2
28.1 27.9
28.7 28.6
28.6
28.5
25.0
25.0
25.225.3
25.6
25.7
25.224.9
29.6 29.9 29.7
29.5 29.8 29.9
29.6
29.9
30.1
30.1 30.2
30.3 30.6 30.6
30.6 30.9 31.0
31.0 31.0 31.1
31.3 31.4 31.4
31.5 31.5 31.5
31.7 31.8
31.9
32.1 32.2 32.3
32.2 32.5 32.6
32.5 32.6 32.9
32.8 33.0 33.4
31.7 31.9 32.1 32.3
31.6 31.8 32.1 32.3
31.7 31.9 32.0 32.3
31.631.9 32.2 32.3
31.8 32.0 32.3 32.5
31.9
32.4 32.6 32.7
32.2 32.3 32.6 32.8
31.9 32.2 32.6 33.0
30.6 30.7 30.9 31.2
30.5 30.6 31.0 31.4
30.4 30.6 30.7 31.0
30.0
30.4 30.9 31.3
30.4 30.9 31.2 31.4
27.3 27.3 27.6 27.427.5
27.1 27.4 27.7 27.6 27.4 28.0 28.1 28.3 28.4 28.5
27.3 27.6 27.8 27.9 27.9 28.0 28.2 28.2 28.4
28.5
27.7 27.7 27.8 28.1 28.0 28.3 28.5 28.6 28.8 29.0 28.9
27.7 28.0 28.1 28.3 28.4 28.8 29.0 28.9 29.0 29.0 29.2 29.2 29.1
27.8
27.9
28.1 28.3 28.5 28.7 28.8 29.0 29.1 29.0 29.0 29.2 29.2
28.2 28.2 28.2 28.5 28.8 29.0 29.2 29.2 29.2 29.2 29.3 29.5 29.7
28.6 28.6 28.8 28.9 29.0 29.2 29.3 29.4 29.5 29.5 29.6 29.7 29.8
28.8 28.9 29.0 29.0 29.1 29.2 29.3 29.6 29.6 29.4 29.6
29.9 30.6
28.9 29.0 29.0 29.2 29.4 29.4 29.8 29.9
29.9
29.7
29.930.2
30.6
26.9
26.9
27.1
27.1
27.3 27.7
26.5 27.1 28.1
25.9 26.3 27.8
25.8 26.7
27.5
26.2 26.8 27.2
26.826.5 26.7 27.2
27.3
27.1 27.2 27.327.6
27.3 27.5 27.4 27.5 27.4
27.6 27.6 27.6 27.727.9
27.8
27.9 27.928.1
28.3
31.5 31.6 31.3 31.4 31.5
31.7 31.6 31.5 31.7 32.0
31.5 31.5 31.5 31.5 31.7
30.5 30.6 30.4 30.7 31.2
29.5 29.4 29.1 29.8 30.5 31.9 32.2 32.6
28.7 28.6 28.7 29.1 29.6 31.5 31.7 32.2
28.3 28.3 28.3 28.9 29.2 30.4 31.4 31.9
27.9 28.1 27.9 28.4 29.0 29.6 29.9 31.2
27.7 27.7 27.8 28.0 28.4 28.8 29.3 30.2
27.6 27.7 27.7 27.6 27.9 28.4 28.7 29.5
29.2
32.5 32.7 33.2 33.5 33.8 34.4 34.7
32.4 32.5 33.2 33.6 33.9 34.2 34.8 36.3 36.3 36.3 36.3 36.5 36.5 36.6
32.5 32.8 33.2 33.6 34.4 34.5 35.936.1
35.9 36.1 36.1 35.9
32.6 32.8 33.3 33.7 34.2 34.4 34.7 35.4 35.6 35.7 35.7 35.8 35.7 35.8 35.8
32.9 33.2 33.4 33.8 34.3 34.4 34.4 35.2 35.2 35.2 35.3 35.3 35.3 35.3 35.3
32.7 33.0 33.5 33.9 34.1 34.3 34.5 34.9 34.8 34.8 34.7 34.9 34.9 35.0 35.0
32.9 33.2 33.6 34.3 34.6 34.4 34.4 34.3 34.5 34.6 34.6 34.5 34.7
33.2 33.6 33.8 34.1 34.234.5 34.9
34.1 34.2 34.2 34.2 34.3 34.3 34.3 34.3
31.6 32.2 32.4 32.6 32.9 33.2 33.8 33.6 33.7 33.9 33.8 33.8 33.8 33.8 33.9
31.6 31.8 32.2 32.5 32.7 33.1 33.4 33.3 33.2 33.2 33.4 33.4 33.4 33.5 33.4 33.4
31.4 31.6 31.9 32.1 32.4 32.8 33.2 32.8 33.0 33.0 32.9 33.0 33.0 33.0 33.0 33.1
31.631.8 32.2 32.4 32.8 33.1 32.7 32.7 32.5 32.7 32.7 32.7 32.7 32.8 32.8
31.7 31.6 31.8 32.1 32.7 32.9 32.1 32.2 32.132.0
32.1 32.2 32.3 32.3 32.4
31.3 31.4 31.6 32.1 32.4 32.7 31.8 31.8 31.7 31.8 31.9 31.8 31.8 31.9
32.0
29.6
32.5 32.6
31.3 31.4 31.4 31.4 31.4 31.3 31.4 31.6 31.6
30.1 30.1 29.7 29.8
30.2
30.4 30.630.9
31.2
31.2
31.2 31.0 31.1 31.2 31.3 31.4 31.3
30.2 30.4 30.3 30.4 30.3 30.6 30.9 31.1 31.2 31.3 30.7 30.9 31.031.2
31.231.8
31.3
30.6 30.6 30.8 30.9 31.0 31.0 31.1 31.4 31.5 31.4 31.0 31.0 31.3 31.4 31.4 31.5 31.6
30.8 31.1 31.2 31.5 31.9 31.7 31.7 31.8 32.2 32.4 31.7 31.7 31.9 32.1 32.2 32.3 32.5
31.2 31.4 31.8 32.1 32.2 32.1 32.3 32.4 32.7 32.7 32.3 32.3 32.5 32.5 32.5 32.5 32.9
31.3 31.8 32.3 32.5 32.7 33.0 33.0 32.9 33.2 33.2 32.9 32.8 33.2 33.3 33.3 33.7 33.9
31.6
31.9
32.3 32.9 33.0 33.4 33.5 33.4 33.6 33.6 33.6 33.6 33.8 34.0 34.1 34.1
32.1 32.5 32.8 33.1 33.3 33.5 33.8 33.833.9
34.2 34.1 34.4 34.5 34.6 34.6 34.6 34.8 35.0
32.6 32.8 33.2 33.3 33.8 34.3 34.3 34.4 34.8 34.8 34.8 34.9 34.9 35.0 35.2 35.4 35.4
32.9 33.2 33.2 33.9 34.2 34.4 34.4 34.6 34.9 35.1 35.1 35.2 35.4 35.4 35.3 35.6 35.9
33.3 33.7 34.1 34.2 34.3 34.7 34.8 34.9 35.0 35.6 35.9 35.9 35.8 36.1 36.4 36.3
33.7 34.1 34.3 34.5 34.8 35.0 35.2 35.4 35.6 35.8 36.1 36.0 36.1 36.3 36.3 36.3 36.6
34.3 34.7 35.0 35.0 35.3 35.5 35.7 35.9 36.2 36.3 36.4 36.6 36.5 36.6 36.8 37.0
35.2 35.7 36.3 36.6 36.8 36.6 36.6 36.7 36.8 37.2 37.4
36.3 36.4 36.7 37.1 37.0 37.0 37.4 37.6
37.3 37.2 37.5 38.0
36.836.836.836.636.736.636.836.7
36.4
36.0
31.8 32.0 32.5 32.7 32.9 33.3 33.4
30.6 30.8 30.7 31.8 31.7 31.9 31.9 31.9 31.8 32.1 32.1 31.9 32.0 31.9 32.1
31.1 31.0 30.931.9 32.1 32.2 32.2 32.3 32.3 32.4 32.4 32.4 32.4 32.4 32.4
31.2 31.3 31.2 32.5 32.5 32.6 32.7 32.7 32.8 32.8 32.9 32.7 32.7 32.9 32.7
31.6 31.6 31.7 32.7 32.7 32.9 33.0 33.1 33.1 33.1 33.0 33.2 33.2 33.2 33.0
32.2 33.5 33.333.2
32.5 33.5 33.9 33.9 33.6 33.8 33.8
33.7
33.1 33.8 34.0 34.4 34.4 34.2 34.2
33.9
33.9 34.4 34.6 34.7 34.8 34.5 34.9 34.7
34.5 34.7 35.1 35.2 35.3 35.1 35.5 35.4
35.2 35.5 35.6 35.6 35.7 35.7 35.6
35.7 35.8
35.9
36.0 36.2 36.2
35.8
36.2 36.3 36.3 36.6 36.5 36.4 36.3
36.4 36.5 36.6 36.8 36.9 36.7 36.7
36.8 37.0 36.9 37.0 37.3 36.9 37.1
37.3 37.5 37.4 37.6 37.6 37.4 37.4
37.6 37.7 37.6 37.9 37.9 37.7 37.8
37.8 38.1 38.2 38.3 38.3
38.2 38.4
32.6 32.8
33.1 33.2 33.3
33.933.7 33.7
33.7
34.2 34.2 34.0 34.1
34.6 34.7 34.6 34.5 34.6
35.0 35.1 35.1 34.8 34.7 34.8 34.8
35.6 35.5 35.5 35.3 35.1 35.2
35.9 35.7
35.1 35.2 35.2 35.3 35.4 35.6 35.7 36.1 36.2 36.3 36.2 36.2 36.5 36.837.3
37.4
35.3 35.5 35.6 35.7 35.9 35.9 36.1 36.3 36.3 36.1 36.4 36.5 36.7 37.0 37.5 37.6 37.9 37.7
35.5 35.5 35.9 36.1 36.2 36.2 36.3 36.4 36.4 36.5 36.6 36.8 37.0 37.4 37.6 37.9 38.1 38.1
36.1 35.9 36.1 36.3 36.3 36.4 36.5 36.5 36.6 36.8 36.8 37.0 37.1 37.3 37.6 37.8 38.0
35.9
36.0 36.2 36.4 36.7 36.9 36.7 36.7 36.8 36.8 37.0 37.2
37.6 37.9 37.9 37.9 38.3
38.4
35.9 36.1 36.3 36.5 37.0 37.0 37.1 37.5 37.9 38.0 37.9 38.2 38.3 38.4 38.638.6 38.3
35.5 35.7 35.9 36.1 36.4 36.6 37.1 37.8 37.6 37.6 37.4 37.5 37.5 37.5 37.8 37.9 37.7
35.2 35.3 35.5 35.7 35.9 36.1 36.4
36.8
37.4 37.3 37.1 37.3 37.1 37.3 37.3 37.5 37.4 37.4
34.8 34.9 35.3 35.5 35.6 35.8 36.1 36.6 37.1 37.2 37.2 37.2 36.8 37.0 36.9 37.1 37.2 37.3
34.5 34.8 35.1 35.2 35.4 35.6
35.8
36.6 37.1 37.0 36.9 36.6 36.7 36.8 37.0 36.9 36.9 37.0
34.3 34.6 34.8 35.0 35.1 35.5 35.7
36.236.7 36.7 36.6 36.6 36.2 36.4 36.4 36.2 36.6 36.8
34.1 34.2 34.4 34.4 34.8 34.9 35.2
35.6
36.4 36.2 36.2
36.1
35.9 35.936.0
36.2 36.2
33.8 33.8 33.9 34.2 34.5 34.735.0
35.8 35.3 35.4 35.3 35.2 35.5 35.5 35.6 35.8 35.9
33.4 33.5 33.8
34.0
34.1 34.7 35.2 34.7 34.5 34.5 34.4 34.6 34.8 34.9 35.1
33.9
33.7
34.2 33.7 33.7 33.7 33.7 33.9 34.1 34.234.6
33.7 33.3 32.9 33.0 33.1 33.2 33.3 34.1 34.2 34.4
32.4 32.3 32.5 32.7 32.8 33.2 33.4 33.7 34.5
32.3 32.4 32.5 32.6 32.9 33.1 33.7 34.7
32.4 32.2 32.6 32.9 33.1 33.7 34.4
32.8 33.2 33.2 33.8 34.5
33.1 33.4 33.9 34.4
33.0 33.3 33.7 34.1
33.2
33.5 33.6 33.9
33.533.8
32.1 32.2 32.4 32.6 32.8 33.0 33.3 33.5 33.8 33.6 34.2 34.2 34.4 34.6 34.9 35.1 34.9 35.0 35.3
32.1 32.3 32.5 32.7 32.9 33.1 33.3 33.5 33.8 34.2 34.4 34.2 34.8 34.9 35.0 35.2 35.3 35.7
32.2 32.5 32.8 33.2 33.4 33.5 33.6
33.8 33.934.1
34.4
34.8 34.7 34.8 35.1 35.2 35.4 35.4 35.7
31.7 31.9 32.0 32.2 32.7 32.7 32.9 32.9 33.3 33.8 34.1 34.1 34.1 34.3 34.5 34.7 34.9 35.1 35.3
39.2 38.8 38.7
38.3 38.4 38.3
38.6 38.1 38.3
38.5 38.2 38.2
38.338.1 37.9
38.0 37.7 37.4
37.8 37.6 37.5
37.9 37.4 37.1
37.7 37.0 36.8
37.1 36.9 36.8
37.3 36.9 36.9
37.1 36.7 36.7
36.5 36.5 36.4
36.5 36.5 36.2
36.8 36.6 36.5
35.8 35.7 36.6 36.9 38.0
35.7 35.9 37.0 37.6 38.4
36.1 36.3 37.4 38.2 38.6
35.9
36.2 38.2 38.3 38.4
35.5 36.1 36.5 37.0
35.8 36.3 36.7 37.0
35.6 36.3 36.9 37.4
35.4 36.8 37.0
35.3 36.4 36.9
35.3 36.6 36.8
35.1 35.9 36.2 36.9
34.9 35.4 35.5 36.4
34.2 34.8 35.3 36.3
34.1 34.635.8
35.0
35.5 35.9 36.4 37.0
35.4
39.1 38.9
37.637.9
37.8 38.1
38.1 38.4
38.4 38.4
38.8 38.8
38.9 38.9
38.2 38.2 38.3
38.0
37.9 38.0
37.9 37.7 37.8
37.6 37.6 37.6
37.3 37.5 37.4
36.7 36.8 37.0
36.1 36.2 36.5
35.3 35.4 35.9
32.8 33.1 33.3 33.5
33.0 33.5 33.6 33.7
33.3 33.633.9
34.2
33.8
34.2 34.5 34.8
33.7 33.9 34.1
33.4 33.6 33.6 33.9
33.0 33.3 33.6 33.6
32.8 33.0 33.3 33.5
32.6 32.6 33.0 33.1
32.7 32.8 32.8 33.0
32.5 32.6 33.0 32.9
32.3 32.4 32.5 32.7
32.0 32.2 32.4 32.4
31.9 31.9 32.3 32.4
31.7
31.9
32.1 32.4
32.8 33.1 32.7
33.3 33.6 33.5
33.7 33.9 34.1
33.8 34.1 34.4
33.4 33.6 33.7
32.9 33.2 33.4
32.6 32.7 33.2
32.7 33.3 33.4
33.1
33.8
34.2
34.6 34.735.2
34.735.5
33.0 33.3 33.1
33.3 33.5 33.4
33.6 33.8 33.7
33.9 34.033.9
33.9
34.3 34.3
34.5 34.4
34.9 34.8
34.7 34.5
34.6 34.3 34.4
34.2 34.1 34.2
33.8 33.5 33.734.1
34.2
33.9
34.5 34.8 34.9 35.1 35.0
34.7 34.8 35.2 35.4 35.5 35.9 36.2
34.9 35.2 35.4 35.5 35.735.8 35.9 36.4 37.0
37.537.537.337.0
34.1 34.3 34.5 34.5 34.7 34.7 34.9 35.4 35.5 35.6 35.8 36.0 36.3 36.5 36.6
36.8
33.6 33.8 34.1 34.5 34.6 34.6 34.4 34.9 35.2 35.3 35.5 35.7 36.2 36.4 36.5
33.5 33.8 34.2 34.1 34.2 34.3 34.5 34.7 35.0 35.2 35.4 35.5 35.7 36.0 36.2 36.5
33.2 33.4 33.6 33.7
34.0
34.1 34.2 34.4 34.7 35.0 35.3 35.4 35.6 35.8 35.9 36.1
33.0 33.4 33.3 33.5 33.6 33.8 34.0 34.2 34.4 34.6 34.9 35.1 35.3 35.7 35.8 35.9
32.9 33.2 33.2 33.4 33.4 33.7 34.2 34.5 34.8 34.9 34.9 35.1 35.4 35.5 35.6
32.7 32.9 33.2 33.3 33.3 33.5 33.7 34.0 34.3 34.3 34.6 34.8 35.0 35.2 35.3 35.5
32.4 32.6 32.9 32.9 33.0 33.4 33.7 33.7 33.9 34.2 34.4 34.6 34.7 35.1 35.2 35.2
32.2 32.3 32.6 32.9 33.0 33.2 33.5 33.5 33.7 33.8 34.1 34.3 34.6 34.7 34.8 35.0
32.1 32.2 32.6 32.6 32.8 33.1 33.3 33.6 33.8 34.1 34.5 34.4 34.7 34.9 35.1
35.0 35.4 35.6
34.7 34.9 34.7
34.5 34.8 34.6 34.6 34.6
34.2 34.6 34.4 34.4 34.9
33.9 34.0 34.3 34.5 34.4
33.934.0 34.2 34.2 34.4
33.4 34.0
33.5 33.8 34.1 34.2 34.6
33.7 33.9 34.3 34.2 34.3
33.7 33.9 34.1 34.3 34.6
33.6 33.933.9
34.3 34.5
34.3 34.3 34.7
33.5
33.7
33.9
33.9
34.2
34.3
33.9
33.6
33.3
33.2
33.2
35.0 34.5 35.3 35.936.0
36.1
35.8 35.3 36.2 36.1 36.3 36.4
35.9 35.7 36.3 36.8 36.7 36.7
35.8 35.7 36.3 36.8
37.0
37.1
35.7 36.1 36.337.2
35.9 36.3 36.5
35.9 36.1 36.3
35.9
36.3 36.6 36.8 36.9 37.6
36.0 36.2 36.7 37.0 37.038.0
36.2 36.6 37.1 37.7 37.7
34.6 34.5 34.7 35.2 35.6 36.2
35.0 34.8
35.0 34.5
35.1 34.8
36.1 34.8
35.7 35.3
35.6 34.9 34.8
34.6
34.3 34.2
34.6 34.7 34.335.6
34.8 34.7 34.6 35.2
34.8 35.0 35.0 36.3
35.2 35.1
35.3
37.8 37.7 38.2 38.3 38.7
37.6 37.9 38.1 38.4 38.6
38.038.1 38.5 38.6 39.038.3 37.9 37.5
37.838.238.5
39.0 38.3 37.838.837.5
37.0 37.8
37.236.3
34.6 34.5 34.7
34.4 34.5 34.8
35.034.934.8
39.4 39.4 39.4 39.5 39.5 39.5
38.7 38.8 38.9 38.8 39.0 39.0 39.1 39.1
38.8 38.9 38.7 38.6 38.6 38.6 38.7 39.1
38.5 38.4 38.3 38.4 38.4 38.4 38.6 38.7
38.4 38.4 38.3 38.2 38.1 38.1 38.2 38.3
37.8 37.9 37.9 38.0 38.1 38.1 38.2 38.2
37.7 37.9 37.8 37.9 37.8 37.8 37.9 37.9
37.4 37.7 37.6 37.7 37.7 37.8 37.8 37.837.5
37.6
37.8
38.0
38.3
38.6
39.0
39.2 39.2
36.2
35.1 34.8
35.9 35.7 35.7 35.4 35.1
36.7 36.4 36.3 36.3 36.1 35.9 35.5
37.1 36.9 36.8 36.9 37.0 36.7 36.6 36.3
37.8 37.5 37.3 37.2 37.4 37.2 37.0 36.8
38.2 38.1 38.0 37.9 37.8 37.7 37.7 37.5
38.9 38.6 38.5 38.2 38.3 38.2 38.0 37.9 37.7
38.8 38.6 38.7 38.6 38.4 38.4
36.7
37.0
37.8
38.3
38.4
38.5 38.8 38.8 38.6 38.8
39.0 39.2
39.3 39.838.7 39.0
39.0
39.0
39.0
39.2 39.7
39.7
39.3
39.5 39.6 39.7 39.6
39.439.639.539.6
39.6 39.9 40.1 39.8
37.9 37.9 37.9 37.8 37.8 38.2 38.4
37.9 37.9 37.9 37.9 38.1 38.3 38.7
37.8 37.9 38.0 38.4 38.4 38.6 38.4
37.9 37.7 37.7 38.2 38.4 38.7 38.5
38.1 38.0 38.0 38.4 38.4 38.7 38.5
38.037.9
38.1 38.6 38.5 38.8 38.4
38.2 38.7 39.0 38.5 38.2
38.3 38.3 38.9 39.1 39.0 38.9
39.0 39.3
39.2 39.3 39.3 38.7
39.0 39.2 38.9 38.6
38.4
37.0 37.0 37.4 37.5 37.6
37.0 37.3 37.5 37.8 37.8
37.2 37.8 37.9 37.9 38.0
37.3 37.5 37.7 37.9
37.5 38.1 38.1 38.3 38.5
37.5 37.9 38.3 38.4 38.5
37.5
37.9
38.5 38.6 38.6
38.1 38.4 38.7
38.3 38.6 38.8
38.6 38.8 39.1
39.2 39.1 38.5 38.1 37.8
38.7 38.8 38.3 37.9 37.9
39.2 39.0 38.7 38.2 37.8
38.9 38.6 38.4 38.2
39.1 38.6 38.4 38.1 37.9
38.8 38.7 38.5 38.2 38.0
38.4 38.4 38.1
38.6 38.6 38.4
39.3 39.0 38.9
38.4 38.4 38.438.3
38.3 38.4 38.3 38.5
38.3 38.4 38.338.5
38.3 38.4 38.1 38.0
38.3 38.3 38.3 37.9
38.5 38.2 38.1 37.7
38.3 38.3 38.0 37.8
38.4 38.4 38.5 37.8
39.2 38.9 38.5 38.0
38.8 38.9 38.9
37.9
39.3 39.2 39.2 39.1 38.1 37.1
39.0 39.0 39.0 38.5 37.9 37.5
38.9 38.7 38.3 38.3 38.0 37.6
38.6 38.6 38.3 38.1 37.8 37.7
38.4 38.5 38.3 38.0 37.9 37.6
38.1 38.1 38.1 38.0 37.7
37.8 37.8 37.9 37.9 37.9 37.5
37.7 37.8 37.7 37.7 38.0 38.0
35.1
35.3 35.3 35.235.2
35.7 35.7 35.6 35.6
36.3 36.3 36.3 36.2
36.6 36.7 36.7 36.5 36.936.0
37.6 37.3 37.1 36.9 37.3 36.2
37.7 37.7 37.5 37.5 37.7 37.1
38.2 38.1 37.937.9
38.6 38.6 38.7 38.9 39.0 39.4 39.6 39.9 40.4 40.6
38.5 38.8 39.1 39.2 39.4 39.3 39.3 39.4 40.1
39.0 38.9 39.0 39.4 39.3 39.6 39.4 40.0 40.5
38.8 38.8 39.2 39.3 39.5 39.7 39.739.9
38.2 38.4 38.7 38.5 38.2 38.4 38.8 39.2 39.1 39.5 39.6 39.8
38.8 38.8 38.7 38.6 38.5 38.7 39.1 38.9 39.0 39.2 39.7 40.5
39.0 38.6 38.6 38.5 38.6 38.8 39.2 39.3 39.3 39.2 39.5 40.3
38.9 38.7 38.6 38.9 38.9 39.2 39.3 39.5 39.8 39.5 39.7
38.6 38.6 38.8 39.1 39.3 39.6 39.6 39.7 39.739.8
38.7 38.7 38.9 39.2 39.6 39.5 39.5 39.739.9
40.5
38.7 38.6 38.9 39.7 39.5 39.4 39.4 39.7 40.1
38.9 38.9 39.1 39.7 39.7 39.939.9
39.2 39.3 39.6 39.8 39.9 40.2 40.6
39.2 39.2 39.5 39.9 40.3 40.4 40.6
40.540.7
40.2
38.1 37.9 37.8 38.0 38.1 38.2 38.6 39.0 39.4 39.4 39.5 39.739.9
38.1 38.2 38.2 38.0 37.8 37.9 38.3 38.6 38.8 38.9 39.3 39.5 39.7
40.5 40.5
38.137.8
38.4 38.5 38.6 39.1 39.5 39.439.7
27.1 26.7 26.7 27.3 27.7 27.9 27.7 27.4
27.3
26.9 26.5 26.7
26.6 26.5 26.5 26.7 26.9 27.2 27.5 27.4 27.3 27.1 27.1 27.1
27.8
29.1 29.4 29.4 28.5
27.9
27.9
27.1 27.3 27.3 27.6 29.4 29.2 29.1 28.426.5 26.4 26.7 27.1 27.2 27.4 27.6
28.5 29.6 29.7 29.4 28.7
30.5 30.4 30.4 30.5 30.3 30.5 30.6 30.7 30.9
30.5 30.4 30.4 30.5 30.4 30.7 31.1 31.2 31.0
30.6 30.5 30.5 30.5 30.4 30.8 30.8 31.1 31.2
28.2
27.7
27.7
27.6
29.0 28.3
28.4
27.9
28.2
28.3 28.6 28.9 28.9
28.4
28.9
28.6 29.0
29.5
28.8
29.6
29.8
29.4
29.8
29.829.7
29.7
29.8
29.9
29.6
30.1
30.4
29.7
30.1
30.5
30.6
30.2
31.129.829.829.528.928.4
28.1
28.4
29.1
30.930.330.4
30.9
31.6
31.5
32.2
31.0
30.730.1
30.6
30.4
31.031.1
32.8
33.9
30.6
29.6
29.5
29.6
29.7
31.0
30.7
30.7
30.9
31.0
30.6
31.0
32.6
31.731.2
31.1
33.8
33.4
33.2
32.8
34.3 34.935.6
32.6
31.231.4
32.832.6
30.5
32.6
32.4
31.4
32.231.4
31.831.4
31.8
31.1
31.5
30.8
31.232.7
33.8
33.8
32.2
34.3
32.9
31.631.7
31.6
31.5
31.4
32.632.4
32.9
33.0
33.3
33.5
33.9
33.2
33.632.6
34.9
35.2
34.935.2
35.0
35.535.4
35.3
35.1
37.136.7
34.935.2
33.9
34.435.3
34.4
35.3
35.1 34.2
36.2
34.135.1
36.5
36.6
35.2 35.1
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36.2
35.2 35.9
34.5
34.9
36.4
33.9
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35.835.735.3
35.0
35.5
35.4
35.535.8
35.1
34.2
35.7
35.6
35.9
35.835.936.2 35.9
34.7
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36.2
36.1
35.0
35.335.4
37.2
38.735.7
37.239.6
37.7
36.8
35.8
35.7
35.4
36.7
36.9
38.5
35.9
35.2
36.0
36.1
35.8
34.1
35.3
35.4
35.1
34.4
35.9
35.3
35.9
35.7
36.235.8
35.0
35.0
34.5
33.6
35.035.2
35.7
36.3
36.2
35.1
33.333.332.9
36.5
36.8
36.6
35.435.4
36.7
35.8
34.233.927.7
34.4
31.3
31.3
30.330.2
29.0
32.1
29.0
28.8
28.8
28.7
28.4
28.4
34.8
28.4
28.3
28.1
27.8
27.7
26.8
26.7
26.6
26.6
26.629.2
30.629.7
29.4
29.7
29.0
30.2
29.3 29.229.7
28.8
26.5
29.4
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32.5
32.533.2
33.2
32.5
33.0
31.633.4
32.3
32.2
32.4
32.2
32.4
31.8
32.3
31.0
32.432.2
31.8
32.1
31.030.930.8
32.2
30.8
31.0
30.8
31.0
32.132.1
31.5
31.2
31.1
30.1 31.0
32.2
32.3
32.231.4
30.8
29.5
27.3
26.7
26.9
26.1
28.1
26.2
28.428.4
29.1
28.5
24.5
23.6
23.5
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26.426.727.4
26.827.6
26.327.0
26.9
27.027.2
27.3
28.2
26.8
27.2
27.027.0
26.7
27.0
27.2
26.826.926.9
26.9
27.4
27.2
26.526.1
22.1
27.727.1
27.2
27.4
26.9
27.0 27.1
26.6
27.2 26.7
25.926.1
26.2
26.5
26.726.3
26.7
27.3
28.628.2
29.128.4 28.4
26.927.6
27.8
25.3
26.1
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27.2
26.826.7
26.9
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26.825.3
27.7
27.8
25.6
25.2
25.1
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26.9
26.7
26.4
26.327.2
25.5
25.5
25.0
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26.4
26.5
26.6
25.1 25.1
25.125.0
27.026.1
25.2
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25.525.1
25.4
26.2
25.9
25.4
24.9
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24.6
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24.925.4
25.0
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9.910.2
25.526.7
30.225.1
25.5
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24.8
22.5
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23.2
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24.6
22.7
23.3
24.4
24.3
23.7
20.3
21.4
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23.0
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23.2
21.6
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20.2
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22.7 22.8
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22.5 22.3
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21.8
22.3
22.2
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22.7 22.8 22.7
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24.3
23.5
23.2 23.4 23.4
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25.124.5
23.323.2
25.9
25.7 26.1
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25.2
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24.2
23.8 23.5
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23.724.7 24.8
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24.3
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24.7
25.3
25.4
25.9
25.6
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26.225.9
24.7
25.6
25.1
25.2
25.225.2
25.9
25.1
24.9
24.9
25.2
26.8
25.0
26.3
25.6
26.7
27.2
26.9
25.8
26.4
26.4
26.5
26.4 26.7
26.8
26.9
26.5
26.7
27.1
27.627.1
27.6
27.727.4
26.7
27.1
28.6
28.1
29.227.9
30.3
28.527.1
29.4
30.4
30.2
30.3 29.9
30.1
30.5
30.4
29.0
29.2
28.7
30.6
28.9
28.9
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31.3
31.0
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31.1
30.432.4
32.2
32.5
31.4
32.3
31.8
30.132.4 32.7 33.0
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35.8
35.5
37.1
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34.635.9
35.2
35.0 35.2 35.135.3
34.4
35.0 34.8
35.2
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34.1
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35.2
33.3
31.8
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35.3
34.634.4
35.1 35.1 35.2 35.5
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35.8 35.5
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37.5 37.6 38.6
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38.8
36.337.3
39.4
38.1
38.1
38.4
39.7
38.8
39.239.5
38.0
38.9
36.8
39.4
39.0
39.7
39.1
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38.7
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38.237.4
28.5
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37.5
20.128.7
28.5
28.4
29.2
37.2
37.4
37.2
34.5
33.8
34.3
33.3
34.9
36.5
29.635.0
34.7
29.6
34.1
34.4
33.4
35.2
33.2
40.2
38.8
37.2
39.2
37.237.0
37.8
38.4
35.3
35.4
38.9
36.235.4
45.9
38.4
37.6
35.1
35.1
34.7
35.2
34.4
35.4
35.1
35.6
35.0
34.836.2
35.1
36.2
34.5
34.9
38.2
33.4
31.5
32.3
33.1
32.5
36.7
33.6
33.233.8
34.134.9
37.5 35.1
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37.2
36.9
35.335.9
32.4
32.5
39.6
38.639.2
39.1
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40.6
39.5 39.9
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37.2
35.635.8
36.934.735.7
35.335.1
31.6
35.2
32.5
32.5 36.7
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35.7
34.4
34.1
33.4
33.1
32.933.2
30.2
33.8
32.726.9
26.9
33.1
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31.326.5
27.2
27.227.5
29.7
30.2
30.5
26.7
25.2
22.5
25.0
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24.2
28.3
25.0
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25.6
25.6 25.9
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26.726.6
26.927.8
26.5
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27.527.6
28.8 29.0 29.4 28.8 28.2
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30.5
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32.5
35.235.236.3
35.6
36.937.1
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38.6
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40.941.5
41.0
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43.9
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39.0
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37.2 40.9 41.3
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39.338.837.5
37.1
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40.1
39.0
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41.3
41.9
40.9
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40.6
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40.6
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48.7
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38.838.5
39.4
14.9 17.2 21.0
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41.3
40.6 39.6
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41.6
38.6
39.3
40.9
41.0
39.5
38.8
39.1
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40.0
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42.9
43.643.7
39.5
39.4
39.3
41.4 40.9
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39.3
37.0
37.2
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38.1
38.2
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42.6
41.3
41.3
43.6
40.6
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37.2
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37.0
36.3
37.3
35.7
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37.537.4
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37.346.6
23.3
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34.934.3
35.435.8
15.8
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39.0 41.4
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37.1
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37.5
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37.237.5
38.8
37.8
38.3
37.9
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38.6
38.6
38.2
39.0 39.4
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40.6
40.6
38.5
41.2
41.2
41.1 40.8 40.7 40.5
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39.3
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41.3
40.7
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39.2
39.2
39.5
40.1
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38.638.7
38.7
40.8
39.2
39.5
38.838.7
38.8
40.1 39.8
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39.8
39.5
40.2
39.740.1
38.4
38.437.4
37.6
39.7
39.2
39.8
39.339.2
39.9
40.9
38.839.5
39.2 38.9
39.0
40.3
38.7
39.539.6
40.1
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39.3
39.4
38.9
39.9 39.6
39.3
39.1
39.1
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39.3
39.1
40.4
40.6
40.7
39.4
40.9
39.8
38.8
41.0
38.6
38.2
40.3
38.9
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39.339.239.8
39.3
40.9
40.6
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40.140.3 40.6
40.8
40.6
40.3
41.640.1
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40.2
39.2
40.2
40.6
39.7
40.0
39.1
40.0
40.8
41.1
40.4
39.7
39.1
39.3
38.8
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39.237.8
39.5
40.5
40.3
40.940.6
44.7
44.8
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41.040.540.440.3
40.3
40.7
40.541.2
40.8 41.3
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41.537.034.638.7
40.6
40.4
40.7
41.140.9
40.4
42.9
44.3
43.3
40.840.4
40.7
40.3
40.1
40.5
40.5
41.0
40.4
40.1
41.2
41.3
44.7
45.6
46.0
42.7
39.7
40.640.4
40.8
41.1
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42.1
44.7
44.6
44.4
43.840.5
44.2
44.3
46.3
45.8
46.7
44.8
44.8
44.6
44.1
44.146.8
45.1
45.5
41.3 43.5
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43.8
43.8
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44.8
44.8
46.4
46.2
45.9
43.6
43.5
43.6
45.8
43.3
43.5
43.7
44.9
46.543.943.7
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44.4
46.4
45.8
45.3
43.4
43.8
43.3
44.1
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45.9
45.5
45.4
43.9
43.7
43.8
46.042.3
43.6
43.9
42.5
40.6
42.7
41.3
40.7
40.8
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41.038.7
39.539.0
38.4
38.3
38.238.5
38.8
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43.3
39.2
39.2
39.0
38.2
39.9
40.3
41.5
38.3
38.2
40.5 40.6
42.534.6
38.9
39.7
38.5
38.7
40.940.5
37.3
40.540.7
40.9
39.7
38.7
39.4
38.839.239.039.238.838.738.638.7
38.4
38.4
40.1
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41.3 41.3
41.340.5
39.8
39.2
39.0
39.4
38.6
38.9
39.1
35.6
35.9
35.3
35.5
35.035.4
34.5
34.2
33.5
35.4
28.8
26.3
27.527.5
25.6
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32.0
40
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40
40
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801
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40
40
40
40
40
80239.87
803
36.29
37.9
40
37.9
40
40
39.9
39.9
40
40
804
42.2040
37.9
80539.35
37.9
40
40
40
39.9
40
30
30
30 20
30
40
40
40
37.9
40
40
40
40
807
39.60
35.9
30
30
808
32.69
30
33.9
35.9
35.935.9
35.9
35.9
35.9
37.9
35.9
35.9
30
806
34.90
30
35.9
35.9
35.9
30
33.9
33.9
30
30
30
30
27.9
27.9
809
26.25
26.926.9
27.9
30
29.9
30 30
30819
33.05
30
40
50
60
35.9
31.9
30
30
30
812
27.00
25.5
25.9
811
25.71
20
30
33.933.9
35.9
40
37.9
33.9
814
35.19
40
35.933.9
30
813
30.36
23.923.923.9
810
23.77
30
BRUC
EVILL
E RD
SE60A= 22.2 Ac.A= 22.2 Ac.ESD= 133.1 ESD'sESD= 133.1 ESD'sPWWF= 0.112 mgd
SE70A= 42.7 Ac.A= 42.7 Ac.ESD= 431.5 ESD'sESD= 431.5 ESD'sPWWF= 0.31 mgd
LR55A= 38.2 Ac.
A= 38.2 Ac.ESD= 400.5 ESD's
ESD= 400.5 ESD'sPWWF= 0.287 mgd
See Note #1
LR56A= 44.8 Ac.A= 339.7 Ac.ESD= 269.0 ESD'sESD= 2159.2 ESD'sPWWF= 1.638 mgdSee Note #1
SE20A= 49 Ac.A= 81.7 Ac.ESD= 293.9 ESD'sESD= 490.4 ESD'sPWWF= 0.397 mgd
SE22A= 32.8 Ac.
A= 32.8 Ac.ESD= 196.5 ESD's
ESD= 196.5 ESD'sPWWF= 0.164 mgd
SE30A= 31.7 Ac.
A= 213.2 Ac.ESD= 311.2 ESD's
ESD= 1399.9 ESD'sPWWF= 1.068 mgd
SE32A= 46.9 Ac.
A= 181.4 Ac.ESD= 281.5 ESD's
ESD= 1088.6 ESD'sPWWF= 0.86 mgd
SE33A= 5.4 Ac.
A= 134.5 Ac.ESD= 32.4 ESD's
ESD= 807.1 ESD'sPWWF= 0.644 mgd
SE34A= 44.3 Ac.
A= 129.1 Ac.ESD= 265.5 ESD's
ESD= 774.7 ESD'sPWWF= 0.619 mgd
SE36A= 30.8 Ac.A= 30.8 Ac.ESD= 185.0 ESD'sESD= 185.0 ESD'sPWWF= 0.154 mgd
SE38A= 54 Ac.A= 54 Ac.ESD= 324.2 ESD'sESD= 324.2 ESD'sPWWF= 0.266 mgd
LR58A= 0 Ac.A= 391.9 Ac.ESD= 0.0 ESD'sESD= 3370.1 ESD'sPWWF= 2.32 mgdSee Note #1
SE40A= 55.3 Ac.A= 391.9 Ac.ESD= 404.1 ESD'sESD= 3370.1 ESD'sPWWF= 2.32 mgd
SE42A= 46.2 Ac.
A= 336.5 Ac.ESD= 277.5 ESD's
ESD= 2966.0 ESD'sPWWF= 2.041 mgd
SE43A= 19.9 Ac.
A= 218.0 Ac.ESD= 258.6 ESD's
ESD= 1949.8 ESD'sPWWF= 1.36 mgd
SE44A= 13.1 Ac.
A= 29.5 Ac.ESD= 208.5 ESD's
ESD= 307.2 ESD'sPWWF= 0.222 mgd
SE45A= 16.5 Ac.
A= 16.5 Ac.ESD= 98.8 ESD's
ESD= 98.8 ESD'sPWWF= 0.084 mgd
SE46A= 41.6 Ac.A= 198.2 Ac.ESD= 249.4 ESD'sESD= 1691.2 ESD'sPWWF= 1.199 mgd
SE47A= 7.8 Ac.A= 35.1 Ac.ESD= 120.3 ESD'sESD= 284.1 ESD'sPWWF= 0.217 mgd
SE48A= 11.9 Ac.
A= 27.3 Ac.ESD= 71.5 ESD's
ESD= 163.8 ESD'sPWWF= 0.137 mgd
SE49A= 15.4 Ac.A= 15.4 Ac.ESD= 92.3 ESD'sESD= 92.3 ESD'sPWWF= 0.079 mgd
SE50A= 0 Ac.A= 59.4 Ac.ESD= 0.0 ESD'sESD= 595.4 ESD'sPWWF= 0.424 mgd
SE52A= 37 Ac.
A= 59.4 Ac.ESD= 256.8 ESD's
ESD= 595.4 ESD'sPWWF= 0.424 mgd
SE53A= 22.5 Ac.A= 22.5 Ac.ESD= 338.7 ESD'sESD= 338.7 ESD'sPWWF= 0.23 mgd
SE54A= 29.4 Ac.A= 62 Ac.ESD= 176.1 ESD'sESD= 562.2 ESD'sPWWF= 0.409 mgd
SE56A= 10.1 Ac.
A= 32.7 Ac.ESD= 202.4 ESD's
ESD= 386.1 ESD'sPWWF= 0.271 mgd
SE57A= 4.9 Ac.
A= 22.6 Ac.ESD= 29.3 ESD's
ESD= 183.7 ESD'sPWWF= 0.142 mgd
SE58A= 13.3 Ac.A= 17.7 Ac.ESD= 128 ESD'sESD= 154.4 ESD'sPWWF= 0.118 mgd
SE59A= 4.4 Ac.
A= 4.4 Ac.ESD= 26.4 ESD's
ESD= 26.4 ESD'sPWWF= 0.023 mgd
LR61A= 65.7 Ac.A= 65.7 Ac.ESD= 537.2 ESD'sESD= 537.2 ESD'sPWWF= 0.401 mgdSee Note #1
LR66A= 0 Ac.
A= 54.3 Ac.ESD= 0 ESD's
ESD= 326 ESD'sPWWF= 0.268 mgd
See Note #1
SE10A= 54.3 Ac.A= 54.3 Ac.ESD= 326 ESD'sESD= 326 ESD'sPWWF= 0.268 mgd
LR67A= 42.1 Ac.A= 96.5 Ac.ESD= 252.7 ESD'sESD= 578.7 ESD'sPWWF= 0.467 mgdSee Note #1
LR68A= 18.7 Ac.A= 18.7 Ac.ESD= 159.3 ESD'sESD= 159.3 ESD'sPWWF= 0.123 mgdSee Note #1
LR69A= 22 Ac.A= 137.2 Ac.ESD= 276.4 ESD'sESD= 1014.4 ESD'sPWWF= 0.759 mgdSee Note #1
EGP90A= 48.3 Ac.
A= 48.3 Ac.ESD= 289.8 ESD's
ESD= 289.8 ESD'sPWWF= 0.239 mgd
EGP85A= 0 Ac.
A= 48.3 Ac.ESD= 0 ESD's
ESD= 289.8 ESD'sPWWF= 0.239 mgd
EGP80A= 0 Ac.A= 48.3 Ac.ESD= 0 ESD'sESD= 289.8 ESD'sPWWF= 0.239 mgdSee Note #2
93 feetof 8''
S= 0.0035
236 feetof 8''S= 0.0035
371
feet
of 8
''S
= 0
.00
35
579 feetof 12''S= 0.002
604 fe
et
of 8''
S=
0.0035
616
feet
of 8
''S
= 0
.00
35
8''S= 0.0035
636 feetof 8''
S= 0.0035
648 feetof 8''
S= 0.0035
651 feet
of 18''
S= 0.0012
652 feetof 8''
S= 0.0035
652 feetof 15''
S= 0.0015
740
feet
of 1
0''
S=
0.0
025
741
feet
of 8
''S
= 0
.00
35
750
feet
of 8
''S
= 0
.00
35
1,57
5 fe
etof
8''
S=
0.0
035
788 feet
of 12''
S= 0.002
813 feet
of 8''
S= 0.0035
832
feet
of 1
0''
S=
0.0
025
1003 feetof 10''
S= 0.0025
1014 feetof 8''
S= 0.0035
1067 feetof 12''
S= 0.002
112
8fe
et o
f 8''
S=
0.0
035
116
7 fe
etof
8''
S=
0.0
035
1334 feetof 8''
S= 0.0035
1364 feetof 15''S= 0.0015
1401 feet
of 18''
S= 0.0012
188
6 fe
etof
10'
'S
= 0
.00
25
2559 feetof 8''
S= 0.0035
652 feetof 15''
S= 0.0015
144
9 fe
etof
8''
S=
0.0
035
117
9 fe
etof
10'
'S
= 0
.00
25
1260 feetof 8''
S= 0.0035
SE60INV = 29.65 8" OUT (N)D = 10.7
SE70INV = 15.59 8" OUT (N)D = 20.6
LR55
LR56INV = 6.93 10" IN (S)INV = 6.51 15" IN (E)D = 31.0
SE20INV = 12.81 8" IN (W)INV = 12.64 10" OUT (N)D = 19.6
SE22INV = 15.43 8" OUT (E)D = 13.4
SE30INV = 9.51 12" IN (SE)INV = 9.26 15" OUT (SW)D = 22.4
SE32INV = 12.34 12" IN (NE)
INV = 12.24 12" OUT (NW)D = 19.6
SE33INV = 13.90 12" IN (E)INV = 13.80 12" OUT (W)D = 20.4
SE34INV = 16.21 8" IN (S)INV = 16.21 8" IN (E)INV = 15.87 12" OUT (W)D = 19.1
SE36INV = 19.55 8" OUT (SW)D = 13.2
SE38INV = 21.58 8" OUT (W)D = 15.3
LR58INV = 4.6818" IN (E)
SE40INV = 5.96 18" IN (E)INV = 5.86 18" OUT (W)D = 29.7
SE42INV = 9.28 8" IN (N)INV = 9.28 8" IN (S)INV = 8.69 15" IN (E)INV = 8.44 18" OUT (W)D = 27.1
SE43INV = 10.17 15" IN (E)INV = 10.07 15" OUT (W)D = 28.8
SE44INV = 12.37 8" IN (S)INV = 12.27 8" OUT (N)D = 24.3
SE45INV = 14.88 8" OUT (N)
D = 20.0
SE46INV = 12.13 8" IN (S)
INV = 11.97 10" IN (E)INV = 11.97 10" IN (N)
INV = 11.55 15" OUT (E)D = 28.4
SE47INV = 15.26 8" IN (S)
INV = 15.16 8" OUT (N)D = 22.7
SE48INV = 17.91 8" IN (SE)
INV = 17.81 8" OUT (N)D = 18.3
SE49INV = 18.94 8" OUT (NW)D = 16.8
SE50INV = 14.65 10" IN (N)INV = 14.55 10" OUT (S)D = 27.4
SE52INV = 17.06 8" IN (E)
INV = 16.90 10" OUT (S)D = 21.1
SE53INV = 19.74 8" OUT (W)D = 18.3
SE54INV = 15.24 8" IN (E)
INV = 15.07 10" OUT (W)D = 25.9
SE56INV = 19.49 8" IN (N)INV = 19.39 8" OUT (W)D = 18.3
SE57INV = 24.14 8" IN (W)INV = 24.14 8" IN (N)INV = 24.04 8" OUT (S)D = 14.0
SE58INV = 25.63 8" OUT (S)D = 12.4
SE59INV = 26.8 8" OUT (E)
D = 11.7
LR61
LR66INV = 2.84 8" IN (E)INV = 2.74 8" OUT (N)D = 19.8
SE10INV = 13.10 8" OUT (W)D = 12.0
LR67INV = -3.13 8" IN (S)
INV = -3.30 10" OUT (N)D = 28.7
LR69INV = 6.69 8" IN (E)
INV = -6.84 10" IN (S)INV = -7.01 12" OUT (N)
D = 34.0
EGP85INV = 12.94 8" IN (N)INV = 12.84 8" OUT (E)D = 24.9
EGP80INV = 12.41 8" IN (W)
EGP90INV = 17.62 8" OUT (S)
D = 20.4
LR68INV = 11.8 8" OUT (W)
D = 15.3
LOTZ
PKWY
Existing EGP Lift Station
Existing Sewer
To Planned Sewer PerMadeira East Sewer Shed Map,
Dated January 2013, by Wood Rodgers, Inc.
To PlannedLRSP Lift Station
To PlannedLRSP Lift Station
To PlannedLRSP Lift Station
To PlannedLRSP Lift Station
To PlannedLRSP Lift Station
PARK TRAIL DR
PARK MEADOWS DR
CASTLE PARK DR
KAMMERER RD
WHITELOCK PKWY
CARM
EL
VALLEY WAY
BARNSLEY WAY
WESTMINSTERWAY
CARINATAD R
OAKHAM WAY
WESTMINSTERWAY
EMER
ALD
GROV
E DR
KENN
ETWA
YEAST STOCKTON BLVD
BILBY RD
BOA NOVADR
PENIONCT
ELK
GROV
E FLO
RIN
RD
MINERALKING CT
ELEFA AVE
PROM
ENAD
E PKW
Y
KYLER RD
BILBY RD
RED GINGER WAY
BIGHORN
BLVD
WEST STOCKTON BLVD
LENT
RANC
HPKW
Y
RAU
RD
MCMI
LLAN
RD
BRUC
EVILL
E RD
BRUC
EVILL
E RD
P ARA
DACT
CHATSWORTH CIR
CHATSWORTH CIR
ABBEY CIR
ALBACORE WAY
LAGU
NASP
RING
SDR
POPPY RIDGE RD
POPP
Y RID
GE R
D
HDR10.3 ac
MDR11.7 ac
Basin3.6 ac
OFF23.1 ac
LI/FS37.6 ac
COM6.4 ac
COM7.7 ac
Basin4.4 ac
OFF8.4 ac
OFF51.2 ac
Basin5 ac
OFF32.7 ac
OFF74.2 ac
LI/FS32.3 ac
LI/FS14.7 ac
Basin6.4 ac
MDR3.7 ac
Basin8.2 ac
P/OS1.4 ac
LDR19 ac LDR
13.8 ac
P/OS5.9 ac
MUV7.9 ac
MUV19.4 ac
MDR4.9 ac
MUR2.9 ac
HDR3.8 ac
MDR11.4 ac
MUR4.1 ac
HDR5.4 ac
LDR7.1 ac
P/OS2 ac
LDR20.9 ac
P/OS8.9 ac
MUR3.4 ac
HDR4.1 ac
MUR3.6 ac
HDR4.2 ac
ES9 ac
MDR10.7 ac
HDR11.3 ac
OFF10.1 ac
Basin4.6 ac
P/OS6.4 ac
LDR10 ac
LDR32.3 ac
LDR14.7 ac
MDR10.6 ac
HDR11.5 ac
HDR10.1 ac
P/OS1 ac
MDR12.1 ac
P/OS1.5 ac
P/OS1.8 ac
LDR9 ac
MDR8.7 ac
LDR10 ac
ES10.2 ac
P/OS1.8 ac
LDR8.2 ac
LDR10.8 ac
OFF48.3 ac
OFF4.5 ac
Basin9.4 ac
P/OS1.3 ac
P/OS5.2 ac
LDR1 ac
LDR13.1 ac
LDR4.4 ac
LDR11.9 ac
OFF22.2 ac
P/OS17.9 ac
ER37 ac
LDR25.9 ac
ES8.5 ac
LI/FS0.5 ac
LI/FS5.5 ac
LI/FS17.7 ac
Basin2.9 ac
MDR3.3 ac
MDR18.1 ac
P/OS1.5 ac
Channel22.6 ac
Channel9.2 ac
Channel9.8 ac
Channel10.5 ac
Channel7.6 ac
Channel5.7 ac
ER6.8 ac
OFF5.2 ac
Basin4.9 ac
ER18.7 ac
Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community
Estate Residential
Low Density Residential
Medium Density Residential
High Density Residential
Mixed Use Residential
Mixed Use Commercial
Commercial
Office
Light Industrial / Flex Space
Elementary School
Parks / Open Space
Greenway
Channel
Basin
Drainage Channel
SEPA Sewer Sheds
Laguna Ridge Trunk Shed North LS (SEPA Portion)
Manhole
SEPA Sewer Pipes
Existing Sewer Pipes
ELK GROVE SOUTHEAST POLICY AREALEVEL II SEWER STUDY
ELK GROVE, CALIFORNIAAPRIL 25, 2014
0 300 600150Feet
NORTH
J:\2000-s\2956_SEPA\SEPA-OA\GIS\Tasks\SEPA_SewerStudyFigure_20140425_V1.mxd 4/28/2014 1:02:17 PM jbuchanan APPENDIX B
Notes:
1. Cumulative flows shown for SEPA only. Node cumulative flows to include flows from the Laguna Ridge Specific Plan and other contributary offsite flows, not a part of this study.
2. Cumulative flows shown for SEPA only. Node cumulative flows are in addition to the Elk Grove Promenade Master Sewer Study flows.
3. Acreage values are approximate and reflect high-level master planning. Acreages are subject to change through subsequent development processing in keeping with the policies and procedures provided in the City's Special Planning Area document.
Laguna RidgeSpecific Plan
SterlingMeadows
Elk Grove Promenade
S142
258-182-1013
264-176-EN001
262-185-EN001
260-185-EN002
HW
Y 99
GR
ANT
LIN
E RD
ELK GROVE BLVD
W STO
CKTO
N BLVD
E STOC
KTON
BLVD
BR
AD
SH
AW
RD
EL
K G
RO
VE
-FL
OR
IN R
D
DILLA
RD RD
HW
Y 99
24 in
10 in
15 in
10 in
HW
Y 99 SB
HW
Y 99 NB
BOND RD
GR
ANT
LIN
E RD
WA
TE
RM
AN
RD
ELK GROVE BLVD
BR
AD
SH
AW
RD
E STOC
KTON
BLVD
EL
K G
RO
VE
FL
OR
IN R
D
KAMMERER RD
ESCHINGER RD
MAINLINE DR
KAPALUA LN
ELK WAY
UNNAMED RD
PR
OM
EN
AD
E P
KW
Y
RANCHO DR
KE
NT
ST
BOVILL DR
W STO
CKTON BLVD
ST
ON
EB
RO
OK
DR
BA
DE
R R
D
SA
RA
ST
DIN
O D
R
HAMPTON OAK D
R
WE
BB
ST
VALLEY OAK LN
LISMORE DR
JETMAR WAY
BL
AC
K S
WA
N D
R
KELSEY DR
EM
ER
ALD
VIS
TA D
R
W CAMDEN DR
IRO
N R
OC
K W
AY
GROVE ST
ELKMONT WAY
CAMPBELL RD
CRISSWELL DR
STONE SPRINGS DR
UNION P
ARK WAY
MOSHER RD
LOCUST STS
CH
OO
L S
T
SILVERGATE LN
LUJAN DR
EG
RE
T D
R
E PARK DR
CROWELL DR
EM
ER
AL
D O
AK
DR
RA
ILRO
AD
ST
CONDA WAY
PAVICH LN
TE
RR
A L
IND
A D
R
POPPY RIDGE RD
EM
ER
AL
D P
AR
K D
R
PO
LHE
MU
S D
R
2ND
AVE
HALVERSON DR
EM
ILY
ST
BA
TE
Y A
VE
RH
ON
E R
IVE
R D
R
TR
AL
EE
WA
Y
WHITELOCK PKWY
TIT
AN
RD
PARK MEADOWS DR
PORTO
RO
SA DR
NORDMAN WAY
SIE
RR
A R
IVE
R D
R
AP
PLE
MIL
L D
R
VIA A
LTA WAY
ROSSPORT WAY
SIERRA ST
MISTY RIVER WAY
PO
PL
AR
HO
LL
OW
LN
SURVEY RD
MA
RK
ST
FALC
ON
ME
AD
OW
DR
TR
OU
T W
AY
N C
AM
DE
N D
R
FEICKERT DR
BUNA CT
ELK
RID
GE
WA
Y
TIMBER RIVER WAY
CLA
RK
E F
AR
MS
DR
WIL
LIA
MS
ON
DR
GA
MA
Y W
AY
LAG
UN
A C
RE
EK
DR
SA
LM
ON
CR
EE
K D
REL
K C
RE
ST
DR
NEPONSET DR
OAKLEY WAY
PASCAL WAY
PLAZA PARK DR
SHARKEY AVE
ME
LR
OS
E A
VE
MILLPOND CT
VAN RUITEN LNC
OLT
ON
AV
E
MARIS LN
EVA AVE
SILVERTRAIL LN
INDUSTRIA
L RD
RIDGEROCK DR
CHAROLAIS WAY
CASTLE PARK DR
MA
NG
O LN
BA
RT
H S
T
LYNDLEY PLAZA WAY
PARK TRAIL DR
HEALON WAY
SUPERB CIR
WINDING RIVER WAY
PEMBRIDGE DR
CA
LL
E S
US
AN
A
WY
LA
ND
DR
FIF
E R
AN
CH
WA
Y
RANCH PARK WAY
FARRIS LN
BU
TT
ER
FLY
LN
QUAIL COVE DR
BILBY RD
BLUE DIAMOND WAY
WA
LN
UT
AV
E
ORTON ST
EM
ER
AL
D C
RE
ST
DR
MO
NT
E C
RE
STA
WA
Y
DONTREE WAYT
WO
HA
RB
OR
S D
R
EIS
EN
BE
ISZ
ST
ALLISTER WAY
SURRITT WAY
HA
LLI W
AY
WOLLASTON WAY
GATEM
ONT
CIR
AH
ME
D A
VE
SE
CR
ET
AR
IAT
LN
LA HAYA DR
LIT
TL
E H
AR
BO
R W
AY
GROVETREE WAY
HELIX CT
VIA MEDIA WAY
SILVERBEND LN
SUMMIT ST
TR
OLI
O W
AY
MEADOWSWEET WAY
ARMAGH CT
AC
AP
ULC
O W
AY
KEAWE LN
GL
AC
IER
CR
EE
K W
AY
DE
VE
R C
IR
CROWLEY WAY
LOCKFORD WAY
RINGE CIR
ES
TAN
CIA
CT
GR
UW
EL
L W
AY
1ST
AV
E
SH
IRA
Z W
AY
RONAN CT
HAVENVIEW WAY
QU
AIL
TE
RR
AC
E W
AY
MOON RIVER WAY
PA
ST
UR
E R
OS
E W
AY
CRUZ CT
MEADOWDALE WAY
WREN CIR
CO
RT
ON
WA
Y
FAXON PL
SO
NO
MA
CR
EE
K D
R
THOROUGHBRED WAY
SKI CT
BENDEL PL
TREBBIANO CIR
LA N
UE
Z D
R
RA
INB
OW
CR
EE
K W
AY
BANGOR CT
RU
SH
ING
CR
EE
K W
AY
STANWELL WAY
WHIRLAWAY LN
STONE OAK WAY
HAMBLEY CIR
KIRKLEIGH WAY
BL
AR
NE
Y C
T
HA
GE
RM
AN
DR
ELL
ER
Y P
L
JIM
BA
R C
T
SAPPHIRE CT
KOA LN
EL MEASA CT
KA
MA
RI
ST
EL CARRILO CT
SUMERLIN CT
LORNA CT
SHALE CT
CA
RN
EY
CT
PLAYERS CT
FR
UIT
ED
PL
AIN
WA
Y
WA
LN
UT
AV
E
W S
TOC
KTO
N B
LVD
UN
NA
ME
D R
D
KENT ST
UN
NA
ME
D R
D
UNNAMED RD
UNNAMED RD
±
2010 SASD SYSTEM CAPACITY PLAN
Date last revised: 10/12/2011
FIGURE A.14-1
LA Elk GroveYear 2020 Expansion Plan
Future Expansion Pump Station (Anticipated to be abandoned in future)
Future Expansion Pipe Gravity Main
Force Main
Future Expansion Pipe (Anticipated to be abandoned in future)Gravity Main
Force Main
Existing Pipe< 10 inch
10 inch or larger
Expansion Trunk Shed Boundary
Existing Pump Station
Existing Interceptor
LegendFuture Expansion Pump Station
So
uth
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268-173-1011
264-167-1037
264-167-1030
266-173-EN002
264-167-EN001
262-173-EN001
260-173-EN001
260-170-EN005
260-170-EN004
260-170-EN003
260-170-EN001
260-167-EN007
260-167-EN006
260-167-EN004
260-167-EN003
260-167-EN001
258-173-EN001
258-167-EN002
258-167-EN001
HW
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±
2010 SASD SYSTEM CAPACITY PLAN
Date last revised:10/12/2011
FIGURE A.15-2
LA Laguna RidgeBuildout Expansion Plan
Legend
Future Interceptor Pump Station
ª Existing Pump Station (Anticipated to be abandoned)
Existing Interceptor
Future Expansion PipeGravity Main
Force Main
Future InterceptorGravity Main
Force Main
Existing Pipe< 10 inch
10 inch or larger
Existing Pipe (Anticipated to be abandoned)
Future Expansion Pump Station
Existing Pump Station
Expansion Trunk Shed Boundary
AÎ
Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GISUser Community
Elk Grove Trunk Shed (West of Hwy. 99)
Elk Grove Trunk Shed (SEPA Portion)
Laguna Ridge Trunk Shed (North LS)
Laguna Ridge Trunk Shed South LS (SEPA Portion)
Laguna Ridge Trunk Shed (South LS)
Laguna Ridge Trunk Shed North LS (SEPA Portion)
ELK GROVE SOUTHEASET POLICY AREAPROPOSED TRUNK SEWER SHEDS - FIGURE 3-4
ELK GROVE, CALIFORNIAMARCH 5, 2014
Not to Scale
NORTH
J:\2000-s\2956_SEPA\SEPA-OA\GIS\Tasks\SEPA_TrunkSheds_20140227_V1.mxd 3/5/2014 1:57:21 PM mmotroni
Kammerer Road
Bilby Road
Whitelock Parkway
Poppy Ridge Road
Prom
enad
e Park
way
Bruc
eville
Roa
d
Big H
orn B
oulev
ardLaguna RidgeSpecific Plan
SterlingMeadows
SoutheastPolicy Area
West Stockton Boulevard
¬
¬¬
¬
¬Alternative ConveyanceFor SEPA DedicatedLift Station.
¬
Indicates Preferred Sewer Conveyance Path
Indicates Alternative Sewer Conveyance PathAlternative Shed Boundary
Elk Grove Southeast Policy Area Level II Sewer Study
March 5, 2014 Page 16 of 22
4.0 Sewer Alignments and Facilities
Interim Facilities
There are currently no interim facilities proposed with this project. As individual developments move forward with proposals, interim facilities maybe considered and should be evaluated at time of level three sewer study development.
Ultimate Facilities
This level two study schematically shows the proposed trunk and backbone sewer alignments. Ultimately, further refinement of the land use plan, determination of roadway alignments, and additional level three studies will further define position and depth of sewer conveyance facilities.
Offsite Conveyance Alternatives
Currently there are five force mains located in Bruceville Road that convey flows from south to north. As previously discussed, SASD has indicated, based on their internal modeling, that there is 6.5 mgd of capacity within the existing force mains. Two conveyance alternatives have been identified to convey the balance of sewer flows and are briefly discussed below:
Construct the south lift station to convey 6.7 mgd, as discussed in this study, and convey flows via existing and proposed force mains to the north. These force main would terminate at the Laguna Interceptor where the flows are conveyed to the regional treatment plant.
Construct the south lift station to convey 6.5 mgd of flows and fully utilize capacity within the Bruceville Road force mains. The balance of flows within SEPA to be conveyed via the Elk Grove Promenade Lift Station with approval of a shed shift through SASD. SASD anticipates the pumps at the existing lift station could be upsized to provide additional capacity. This option would require further study and analysis.
As previously discussed SASD staff has determined that the Elk Grove Promenade lift station and force main are considered permanent SASD facilities and will convey sewer from a larger sewer shed than originally planned. This additional shed area includes office land use identified in SEPA.7 Development of this area will require a level 3 sewer study. The level 3 study will include the required analysis of the existing EGP lift station and force main and design of conveyance facilities in Lotz Parkway to serve the land use tributary to the EGP lift station.
Dedicated SEPA Lift Station
While this study anticipates connection to the LRSP south lift station, currently in design, as an alternative, the SEPA flows could be directed to a SEPA lift station, located near the future intersection of Bilby Road and Big Horn Boulevard. Flows from this lift station would then run through a force main along Bilby Road west of Bruceville Road. This alternative requires further analysis and support from SASD prior to design, as it would result in additional SASD infrastructure. The intent of this alternative is to allow development of SEPA independent of outside constraints, should the LRSP south lift station not move forward consistent with the development goals of the City.
7 This shed area does not include areas that would be conveyed via the EGP lift station in order to reduce flows from the south lift station to within existing capacity of the Bruceville Road force mains.
Elk Grove Southeast Policy Area Level II Sewer Study
March 5, 2014 Page 17 of 22
5.0 Conclusion
This study has been prepared in accordance with SASD design guidelines to identify backbone conveyance facilities to serve the Elk Grove Southeast Policy Area. The study has been prepared as a level two study. Appendix B: Level II Sewer Study identifies the required backbone infrastructure through the plan area.
Interim facilities are not proposed with this study. Subsequent level three sewer studies may identify interim facilities as necessary for the conveyance of flow from specific developments.
The total acreage of the project is 1,195 acres and conveys 7,904 ESD’s. This equates to a total of 2.5 mgd and 5.4 mgd during average dry weather flow and peak wet weather flow, respectively.
Elk Grove Southeast Policy Area Level II Sewer Study
March 5, 2014 Appendix
Appendix A Demand & Hydraulic Calculation Table
Appedix A - Demand and Hydraulic Calculation Table Wood Rodgers, Inc.M. Motroni3/5/2014
Updated:
InfiltrationQAVG QI/I QPDWF QPWWF Diameter Slope Velocity
(acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (acres) (ESD) (mgd) (mgd) (mgd) (mgd) (inch) (ft/ft) (fps)
SE60 0.0 0.0 0.0 0.0 22.2 133.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 22.2 133.1 22.2 133.1 0.041 1.965 0.031 0.081 0.112 8'' 0.0035 1.69
LR55 0.0 8.9 53.6 3.3 33.1 11.3 225.8 10.1 60.4 0.0 0.0 0.0 0.0 0.0 0.0 4.6 27.5 38.2 400.5 38.2 400.5 0.124 1.878 0.053 0.233 0.287 8'' 0.0035 2.16
LR56 0.0 0.0 0.0 0.0 31.5 188.7 0.0 0.0 0.0 0.0 0.0 4.0 24.2 9.4 56.2 44.8 269.0 339.7 2159.2 0.669 1.736 0.476 1.162 1.637 18'' 0.0012 2.22SE20 LR56 0.0 0.0 0.0 0.0 42.0 251.8 0.0 0.0 0.0 0.0 0.0 2.0 11.9 5.0 30.2 49.0 293.9 81.7 490.4 0.152 1.862 0.114 0.283 0.397 10'' 0.0025 2.07SE22 SE20 0.0 0.0 0.0 0.0 0.0 14.2 85.1 17.7 105.9 0.0 0.0 0.0 0.9 5.5 0.0 32.7 196.5 32.7 196.5 0.061 1.935 0.046 0.118 0.164 8'' 0.0035 1.88SE30 LR56 0.0 0.0 11.4 114.0 5.4 107.6 0.0 0.0 0.0 13.9 83.2 0.0 0.0 1.1 6.5 0.0 31.7 311.2 213.2 1399.9 0.434 1.774 0.298 0.770 1.068 15'' 0.0015 2.17SE32 SE30 0.0 0.0 0.0 0.0 46.5 278.8 0.0 0.0 0.0 0.0 0.0 0.5 2.7 0.0 46.9 281.5 181.4 1088.6 0.337 1.795 0.254 0.606 0.860 12'' 0.0020 2.27SE33 SE32 0.0 0.0 0.0 0.0 5.2 31.2 0.0 0.0 0.0 0.0 0.0 0.2 1.2 0.0 5.4 32.4 134.5 807.1 0.250 1.820 0.188 0.455 0.644 12'' 0.0020 2.13SE34 SE33 0.0 0.0 0.0 0.0 37.1 222.6 0.0 0.0 0.0 0.0 0.0 0.7 4.3 6.4 38.6 44.3 265.5 129.1 774.7 0.240 1.824 0.181 0.438 0.619 12'' 0.0020 2.12SE36 SE34 0.0 0.0 0.0 0.0 0.0 0.0 30.8 185.0 0.0 0.0 0.0 0.0 0.0 30.8 185.0 30.8 185.0 0.057 1.940 0.043 0.111 0.154 8'' 0.0035 1.83SE38 SE34 0.0 0.0 0.0 0.0 37.1 222.6 0.0 16.2 97.0 0.0 0.0 0.0 0.8 4.6 0.0 54.0 324.2 54.0 324.2 0.101 1.895 0.076 0.190 0.266 8'' 0.0035 2.12
LR58 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 391.9 3370.1 1.045 1.696 0.549 1.772 2.321 24'' 0.0010 2.29SE40 LR58 0.0 34.7 208.4 18.1 180.5 0.0 0.0 0.0 0.0 0.0 0.0 2.0 12.0 0.5 3.2 0.0 55.3 404.1 391.9 3370.1 1.045 1.696 0.549 1.772 2.321 18'' 0.0012 2.34SE42 SE40 0.0 27.9 167.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.4 92.3 3.0 17.7 0.0 46.2 277.5 336.5 2966.0 0.919 1.708 0.471 1.570 2.041 18'' 0.0012 2.32SE70 SE42 0.0 17.7 106.1 10.7 106.8 0.0 0.0 0.0 0.0 0.0 10.2 193.5 1.8 11.0 2.3 14.1 0.0 42.7 431.5 42.7 431.5 0.134 1.872 0.060 0.250 0.310 8'' 0.0035 2.20SE43 SE42 0.0 9.0 54.1 0.0 0.0 0.0 0.0 0.0 0.0 9.0 193.5 1.8 11.0 0.0 0.0 19.9 258.6 218.0 1949.8 0.604 1.745 0.305 1.055 1.360 15'' 0.0015 2.28SE44 SE42 0.0 0.0 4.9 49.2 7.9 157.6 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.7 0.0 13.1 208.5 29.5 307.2 0.095 1.900 0.041 0.181 0.222 8'' 0.0035 2.02SE45 SE44 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.0 96.0 0.0 0.0 0.5 2.8 0.0 16.5 98.8 16.5 98.8 0.031 1.988 0.023 0.061 0.084 8'' 0.0035 1.55SE46 SE43 0.0 33.7 202.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.6 39.8 1.3 7.6 0.0 41.6 249.4 198.2 1691.2 0.524 1.757 0.277 0.921 1.199 15'' 0.0015 2.24SE47 SE46 0.0 0.0 3.7 36.5 4.2 83.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.8 120.3 35.1 284.1 0.088 1.906 0.049 0.168 0.217 8'' 0.0035 2.03SE48 SE47 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.5 68.8 0.0 0.0 0.5 2.7 0.0 11.9 71.5 27.3 163.8 0.051 1.949 0.038 0.099 0.137 8'' 0.0035 1.78SE49 SE48 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 35.6 1.2 7.3 8.2 49.4 15.4 92.3 15.4 92.3 0.029 1.993 0.022 0.057 0.079 8'' 0.0035 1.52SE50 SE46 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.4 595.4 0.185 1.846 0.083 0.341 0.424 10'' 0.0025 2.09SE52 SE50 0.0 24.0 144.2 8.7 87.2 0.0 0.0 0.0 0.0 0.0 0.0 2.8 16.6 1.5 8.8 0.0 37.0 256.8 59.4 595.4 0.185 1.846 0.083 0.341 0.424 10'' 0.0025 2.09SE53 SE52 0.0 0.0 10.6 106.2 11.5 230.6 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.9 0.0 22.5 338.7 22.5 338.7 0.105 1.892 0.031 0.199 0.230 8'' 0.0035 2.04SE54 SE46 0.0 25.7 154.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 8.9 2.1 12.8 0.0 29.4 176.1 62.0 562.2 0.174 1.851 0.087 0.323 0.409 10'' 0.0025 2.08SE56 SE54 0.0 0.0 0.0 10.1 202.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.1 202.4 32.7 386.1 0.120 1.881 0.046 0.225 0.271 8'' 0.0035 2.13SE57 SE56 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.9 29.3 4.9 29.3 22.5 183.7 0.057 1.940 0.032 0.110 0.142 8'' 0.0035 1.81SE58 SE57 0.0 0.0 12.1 120.9 0.0 0.0 0.0 0.0 0.0 0.0 1.0 6.1 0.2 1.0 0.0 13.3 128.0 17.7 154.4 0.048 1.954 0.025 0.094 0.118 8'' 0.0035 1.71SE59 SE57 0.0 4.4 26.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.4 26.4 4.4 26.4 0.008 2.084 0.006 0.017 0.023 8'' 0.0035 1.09
LR61 6.8 41.0 25.9 155.2 0.0 0.0 0.0 0.0 0.0 0.0 8.5 193.5 17.9 107.6 3.7 22.5 2.9 17.3 65.7 537.2 65.7 537.2 0.167 1.854 0.092 0.309 0.401
LR69 11.7 70.2 0.0 0.0 10.3 206.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 22.0 276.4 137.2 1014.4 0.314 1.801 0.192 0.566 0.759 12'' 0.0020 2.21LR68 LR69 7.0 42.0 0.0 11.7 117.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 18.7 159.3 18.7 159.3 0.049 1.951 0.026 0.096 0.123 8'' 0.0035 1.74LR67 LR69 37.0 222.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.6 9.4 3.6 21.3 42.1 252.7 96.5 578.7 0.179 1.848 0.135 0.332 0.467 10'' 0.0025 2.14LR66 LR67 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.3 326.0 0.101 1.895 0.076 0.192 0.268 8'' 0.0035 2.13SE10 LR66 0.0 0.0 0.0 0.0 0.0 0.0 43.6 261.4 0.0 0.0 0.0 6.4 38.2 4.4 26.5 54.3 326.0 54.3 326.0 0.101 1.895 0.076 0.192 0.268 8'' 0.0035 2.13
EGP80 0.0 0.0 0.0 48.3 289.8 0.090 1.904 0.068 0.171 0.239 18'' 0.0012 1.32EGP85 EGP80 0.0 0.0 0.0 48.3 289.8 0.090 1.904 0.068 0.171 0.239 8'' 0.0035 2.06EGP90 EGP85 0.0 0.0 48.3 289.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.3 289.8 48.3 289.8 0.090 1.904 0.068 0.171 0.239 8'' 0.0035 2.06
∑ Area 62.5 212.0 95.2 60.7 279.8 14.2 108.2 41.3 27.7 56.8 35.4 49.4 1043.2∑ ESD's 375 1272 952 1214 1679 85 649 248 581 341 212 296 7904.4 1043.2 7904.4 2.450 1.618 1.460 3.963 5.424
Notes:1.2.3.
Down stream Node #
Required PipeAverage Flows, QPeaking Factor
BasinElementary
School
Level II Trunk Sewer Study ‐ Demand & Hydraulic Calculation TableElk Grove Southeast Policy Area
2/26/2014
Peak Flows, QPEstate Residential
Low Density Residential
Medium Density Residential
High Density Residential
Office CommericalLight Industrial / Flex Space
Mixed UseUpstream Node #
Public / Open Space / Rec
School ESD's cacluated based on type of school not ESD's/acre. Assumed to be Middle Schools.
Total ShedCulmulative
Sheds
Table based on land use plan provided by the City of Elk Grove 9/10/2013.Node data applies to pipes downstream of subject node.
Greenway
J:\2000‐s\2956_SEPA\SEPA‐OA\Civil\Studies\Sewer\Worksheets\SEPA Sewer Study 2014‐2‐26.xlsx
Elk Grove Southeast Policy Area Level II Sewer Study
March 5, 2014 Appendix
Appendix B Level II Sewer Study Exhibit
21.5 21.8 22.0 22.4 22.6 22.7 22.9 23.6 24.2 24.4 24.4 24.6
21.6 21.7 22.2 22.3 22.3 22.5 23.0 23.4 23.9 24.1 24.3 24.5
21.5 21.8
21.9
22.2 22.3 22.5 22.9 23.3 23.8 24.1 23.9
22.2
22.3 22.5 22.6 22.9 23.3 23.5 22.923.3 23.8
22.4 22.5 22.421.9
21.7 21.4 21.7 22.1 22.3 22.7 22.8 23.0
22.9 22.9 22.8 22.6 22.0 22.0 22.2 22.4 22.5 22.7 23.1 23.3
23.2 23.3 23.5 23.3 23.0 22.9 22.7 22.9 23.0 23.2 23.3 23.4
23.4 23.7 23.7 23.9 23.7 23.3 22.9 22.9 23.1 23.2 23.6 23.7
23.5 23.724.2 24.1 24.3
23.923.1 23.1 23.1 23.7 24.1 24.2
24.3 24.1
23.9
24.4 24.6 24.5
24.8 24.7 24.7 25.0 24.9 25.325.4
25.1 25.2 25.2 25.2 25.1 25.5 25.3
25.5 25.4 25.5 25.3 25.4 25.6 25.4
25.4 25.6 25.7 26.0 25.9 25.9 25.5
25.9 25.7 25.9 25.8 26.1 26.1 25.7
25.1 25.3 25.5 25.6 26.126.3 26.2 26.1 26.2 26.3 26.1 25.9
25.4 25.4 25.4 26.0 26.3 26.9 27.0 26.9 26.7 26.8 26.4 26.2
25.9 25.7 26.4 26.8 27.2 27.0 26.7 26.7 26.7 26.4 26.0
25.8
26.1 27.3 27.1 27.1 27.1 26.8 26.7 26.8 26.9 26.6
26.8 26.8 26.8 26.7 26.9 26.9 27.0 26.9 27.2
26.2 26.3 26.5 26.6 26.6 26.726.8
25.3 25.5 26.126.2
25.9 26.1 26.5 26.7
23.8 23.9 23.9 24.4 24.5 24.6 24.8 25.1 25.5 25.9 26.1 26.1
23.9 23.7 23.8 23.8 23.825.4 25.3 25.3 25.4 25.0 25.1 25.2 25.5 25.6
23.1 23.8 23.8 24.2
23.9
24.3 24.6 24.9 25.2 25.3 25.7 25.4 25.8 26.1 25.0 25.3 25.5
23.3 24.1
23.9
24.2 24.1 24.3 24.4 24.9
25.5 25.7 25.9 25.725.9
26.2 26.3 26.2 26.3 26.3
23.3 24.1 24.2 24.6 24.4 24.7 24.7 25.1 26.2 26.3 26.2 26.4 26.8 26.8 26.6 26.4 26.6
23.6 24.4 24.5 24.7 24.8 24.8 24.9 25.0 26.3 26.2 26.3 26.5 26.7 26.6 26.7 26.7 26.9
23.924.5 24.6 24.7 24.6 24.4 24.8 24.9 26.0 26.3 26.3 26.2 26.5 26.5 26.8 27.0 26.9
24.4 25.0 25.1 25.1 25.0 24.4 24.8 25.0
26.0
26.1 26.2 26.3 26.5 26.5 26.7 27.0 27.2
24.9 25.0 25.3
24.824.9 25.2
25.7
25.4
25.8 26.126.3
26.3 26.4 26.9 27.0 27.1
25.2 24.9 25.3 25.5
25.9
25.5 25.3 25.425.6 25.5
25.5 25.9 26.1 26.0 26.2 26.1
25.1 24.7 25.3 25.8 26.4 26.2 25.6 25.9 25.7 25.6 25.8 26.0 26.0 26.3 26.2
25.2 24.8 25.3 25.7 26.2 26.4 26.3 26.1 26.0 25.9 25.7 25.625.9
26.1 26.4 26.7
25.2 25.1 25.3 25.6 26.4 26.5 26.5 26.126.1 26.1 26.2
26.2 26.4 26.5 26.7 26.9
25.6 25.2 25.5 25.7 26.3 26.1 26.2 26.2 26.3 26.1 26.2 26.3 26.6 26.8 26.7 26.9 27.0
25.8 25.7
25.9
26.1 26.5 26.6 26.4 26.5 26.9 26.5 26.7 26.9 27.0 27.2 27.2 27.3 27.2
26.0 26.1 26.1 26.4 27.0 26.3 26.5 26.1 26.8 27.027.2
27.4 27.5
27.5 27.5
26.3
26.3
26.4 26.3 27.0 26.3 26.2 25.9 26.8 26.9 27.2 27.5
27.5
27.7 27.7 28.1
26.9
26.6
25.9 26.2 27.2 26.5 26.5 26.1 27.5 27.6 27.7 27.5 27.9 28.4 28.1 28.2 28.4
26.9 26.8 26.1 26.2 27.6
26.5
26.3 26.3 28.2 28.2
28.1 27.9
28.7 28.6
28.6
28.5
25.0
25.0
25.225.3
25.6
25.7
25.224.9
29.6 29.9 29.7
29.5 29.8 29.9
29.6
29.9
30.1
30.1 30.2
30.3 30.6 30.6
30.6 30.9 31.0
31.0 31.0 31.1
31.3 31.4 31.4
31.5 31.5 31.5
31.7 31.8
31.9
32.1 32.2 32.3
32.2 32.5 32.6
32.5 32.6 32.9
32.8 33.0 33.4
31.7 31.9 32.1 32.3
31.6 31.8 32.1 32.3
31.7 31.9 32.0 32.3
31.631.9 32.2 32.3
31.8 32.0 32.3 32.5
31.9
32.4 32.6 32.7
32.2 32.3 32.6 32.8
31.9 32.2 32.6 33.0
30.6 30.7 30.9 31.2
30.5 30.6 31.0 31.4
30.4 30.6 30.7 31.0
30.0
30.4 30.9 31.3
30.4 30.9 31.2 31.4
27.3 27.3 27.6 27.427.5
27.1 27.4 27.7 27.6 27.4 28.0 28.1 28.3 28.4 28.5
27.3 27.6 27.8 27.9 27.9 28.0 28.2 28.2 28.4
28.5
27.7 27.7 27.8 28.1 28.0 28.3 28.5 28.6 28.8 29.0 28.9
27.7 28.0 28.1 28.3 28.4 28.8 29.0 28.9 29.0 29.0 29.2 29.2 29.1
27.8
27.9
28.1 28.3 28.5 28.7 28.8 29.0 29.1 29.0 29.0 29.2 29.2
28.2 28.2 28.2 28.5 28.8 29.0 29.2 29.2 29.2 29.2 29.3 29.5 29.7
28.6 28.6 28.8 28.9 29.0 29.2 29.3 29.4 29.5 29.5 29.6 29.7 29.8
28.8 28.9 29.0 29.0 29.1 29.2 29.3 29.6 29.6 29.4 29.6
29.9 30.6
28.9 29.0 29.0 29.2 29.4 29.4 29.8 29.9
29.9
29.7
29.930.2
30.6
26.9
26.9
27.1
27.1
27.3 27.7
26.5 27.1 28.1
25.9 26.3 27.8
25.8 26.7
27.5
26.2 26.8 27.2
26.826.5 26.7 27.2
27.3
27.1 27.2 27.327.6
27.3 27.5 27.4 27.5 27.4
27.6 27.6 27.6 27.727.9
27.8
27.9 27.9
28.1
28.3
31.5 31.6 31.3 31.4 31.5
31.7 31.6 31.5 31.7 32.0
31.5 31.5 31.5 31.5 31.7
30.5 30.6 30.4 30.7 31.2
29.5 29.4 29.1 29.8 30.5 31.9 32.2 32.6
28.7 28.6 28.7 29.1 29.6 31.5 31.7 32.2
28.3 28.3 28.3 28.9 29.2 30.4 31.4 31.9
27.9 28.1 27.9 28.4 29.0 29.6 29.9 31.2
27.7 27.7 27.8 28.0 28.4 28.8 29.3 30.2
27.6 27.7 27.7 27.6 27.9 28.4 28.7 29.5
29.2
32.5 32.7 33.2 33.5 33.8 34.4 34.7
32.4 32.5 33.2 33.6 33.9 34.2 34.8 36.3 36.3 36.3 36.3 36.5 36.5 36.6
32.5 32.8 33.2 33.6 34.4 34.5 35.936.1
35.9 36.1 36.1 35.9
32.6 32.8 33.3 33.7 34.2 34.4 34.7 35.4 35.6 35.7 35.7 35.8 35.7 35.8 35.8
32.9 33.2 33.4 33.8 34.3 34.4 34.4 35.2 35.2 35.2 35.3 35.3 35.3 35.3 35.3
32.7 33.0 33.5 33.9 34.1 34.3 34.5 34.9 34.8 34.8 34.7 34.9 34.9 35.0 35.0
32.9 33.2 33.6 34.3 34.6 34.4 34.4 34.3 34.5 34.6 34.6 34.5 34.7
33.2 33.6 33.8 34.1 34.234.5 34.9
34.1 34.2 34.2 34.2 34.3 34.3 34.3 34.3
31.6 32.2 32.4 32.6 32.9 33.2 33.8 33.6 33.7 33.9 33.8 33.8 33.8 33.8 33.9
31.6 31.8 32.2 32.5 32.7 33.1 33.4 33.3 33.2 33.2 33.4 33.4 33.4 33.5 33.4 33.4
31.4 31.6 31.9 32.1 32.4 32.8 33.2 32.8 33.0 33.0 32.9 33.0 33.0 33.0 33.0 33.1
31.631.8 32.2 32.4 32.8 33.1 32.7 32.7 32.5 32.7 32.7 32.7 32.7 32.8 32.8
31.7 31.6 31.8 32.1 32.7 32.9 32.1 32.2 32.132.0
32.1 32.2 32.3 32.3 32.4
31.3 31.4 31.6 32.1 32.4 32.7 31.8 31.8 31.7 31.8 31.9 31.8 31.8 31.9
32.0
29.6
32.5 32.6
31.3 31.4 31.4 31.4 31.4 31.3 31.4 31.6 31.6
30.1 30.1 29.7 29.8
30.2
30.4 30.630.9
31.2
31.2
31.2 31.0 31.1 31.2 31.3 31.4 31.3
30.2 30.4 30.3 30.4 30.3 30.6 30.9 31.1 31.2 31.3 30.7 30.9 31.031.2
31.231.8
31.3
30.6 30.6 30.8 30.9 31.0 31.0 31.1 31.4 31.5 31.4 31.0 31.0 31.3 31.4 31.4 31.5 31.6
30.8 31.1 31.2 31.5 31.9 31.7 31.7 31.8 32.2 32.4 31.7 31.7 31.9 32.1 32.2 32.3 32.5
31.2 31.4 31.8 32.1 32.2 32.1 32.3 32.4 32.7 32.7 32.3 32.3 32.5 32.5 32.5 32.5 32.9
31.3 31.8 32.3 32.5 32.7 33.0 33.0 32.9 33.2 33.2 32.9 32.8 33.2 33.3 33.3 33.7 33.9
31.6
31.9
32.3 32.9 33.0 33.4 33.5 33.4 33.6 33.6 33.6 33.6 33.8 34.0 34.1 34.1
32.1 32.5 32.8 33.1 33.3 33.5 33.8 33.8
33.9
34.2 34.1 34.4 34.5 34.6 34.6 34.6 34.8 35.0
32.6 32.8 33.2 33.3 33.8 34.3 34.3 34.4 34.8 34.8 34.8 34.9 34.9 35.0 35.2 35.4 35.4
32.9 33.2 33.2 33.9 34.2 34.4 34.4 34.6 34.9 35.1 35.1 35.2 35.4 35.4 35.3 35.6 35.9
33.3 33.7 34.1 34.2 34.3 34.7 34.8 34.9 35.0 35.6 35.9 35.9 35.8 36.1 36.4 36.3
33.7 34.1 34.3 34.5 34.8 35.0 35.2 35.4 35.6 35.8 36.1 36.0 36.1 36.3 36.3 36.3 36.6
34.3 34.7 35.0 35.0 35.3 35.5 35.7 35.9 36.2 36.3 36.4 36.6 36.5 36.6 36.8 37.0
35.2 35.7 36.3 36.6 36.8 36.6 36.6 36.7 36.8 37.2 37.4
36.3 36.4 36.7 37.1 37.0 37.0 37.4 37.6
37.3 37.2 37.5 38.0
36.836.836.836.636.736.636.836.7
36.4
36.0
31.8 32.0 32.5 32.7 32.9 33.3 33.4
30.6 30.8 30.7 31.8 31.7 31.9 31.9 31.9 31.8 32.1 32.1 31.9 32.0 31.9 32.1
31.1 31.0 30.931.9
32.1 32.2 32.2 32.3 32.3 32.4 32.4 32.4 32.4 32.4 32.4
31.2 31.3 31.2 32.5 32.5 32.6 32.7 32.7 32.8 32.8 32.9 32.7 32.7 32.9 32.7
31.6 31.6 31.7 32.7 32.7 32.9 33.0 33.1 33.1 33.1 33.0 33.2 33.2 33.2 33.0
32.2 33.5 33.333.2
32.5 33.5 33.9 33.9 33.6 33.8 33.8
33.7
33.1 33.8 34.0 34.4 34.4 34.2 34.2
33.9
33.9 34.4 34.6 34.7 34.8 34.5 34.9 34.7
34.5 34.7 35.1 35.2 35.3 35.1 35.5 35.4
35.2 35.5 35.6 35.6 35.7 35.7 35.6
35.7 35.8
35.9
36.0 36.2 36.2
35.8
36.2 36.3 36.3 36.6 36.5 36.4 36.3
36.4 36.5 36.6 36.8 36.9 36.7 36.7
36.8 37.0 36.9 37.0 37.3 36.9 37.1
37.3 37.5 37.4 37.6 37.6 37.4 37.4
37.6 37.7 37.6 37.9 37.9 37.7 37.8
37.8 38.1 38.2 38.3 38.3
38.2 38.4
32.6 32.8
33.1 33.2 33.3
33.9
33.7 33.7
33.7
34.2 34.2 34.0 34.1
34.6 34.7 34.6 34.5 34.6
35.0 35.1 35.1 34.8 34.7 34.8 34.8
35.6 35.5 35.5 35.3 35.1 35.2
35.9 35.7
35.1 35.2 35.2 35.3 35.4 35.6 35.7 36.1 36.2 36.3 36.2 36.2 36.5 36.837.3
37.4
35.3 35.5 35.6 35.7 35.9 35.9 36.1 36.3 36.3 36.1 36.4 36.5 36.7 37.0 37.5 37.6 37.9 37.7
35.5 35.5 35.9 36.1 36.2 36.2 36.3 36.4 36.4 36.5 36.6 36.8 37.0 37.4 37.6 37.9 38.1 38.1
36.1 35.9 36.1 36.3 36.3 36.4 36.5 36.5 36.6 36.8 36.8 37.0 37.1 37.3 37.6 37.8 38.0
35.9
36.0 36.2 36.4 36.7 36.9 36.7 36.7 36.8 36.8 37.0 37.2
37.6 37.9 37.9 37.9 38.3
38.4
35.9 36.1 36.3 36.5 37.0 37.0 37.1 37.5 37.9 38.0 37.9 38.2 38.3 38.4 38.638.6 38.3
35.5 35.7 35.9 36.1 36.4 36.6 37.1 37.8 37.6 37.6 37.4 37.5 37.5 37.5 37.8 37.9 37.7
35.2 35.3 35.5 35.7 35.9 36.1 36.4
36.8
37.4 37.3 37.1 37.3 37.1 37.3 37.3 37.5 37.4 37.4
34.8 34.9 35.3 35.5 35.6 35.8 36.1 36.6 37.1 37.2 37.2 37.2 36.8 37.0 36.9 37.1 37.2 37.3
34.5 34.8 35.1 35.2 35.4 35.6
35.8
36.6 37.1 37.0 36.9 36.6 36.7 36.8 37.0 36.9 36.9 37.0
34.3 34.6 34.8 35.0 35.1 35.5 35.7
36.236.7 36.7 36.6 36.6 36.2 36.4 36.4 36.2 36.6 36.8
34.1 34.2 34.4 34.4 34.8 34.9 35.2
35.6
36.4 36.2 36.2
36.1
35.9 35.936.0
36.2 36.2
33.8 33.8 33.9 34.2 34.5 34.7
35.0
35.8 35.3 35.4 35.3 35.2 35.5 35.5 35.6 35.8 35.9
33.4 33.5 33.8
34.0
34.1 34.7 35.2 34.7 34.5 34.5 34.4 34.6 34.8 34.9 35.1
33.9
33.7
34.2 33.7 33.7 33.7 33.7 33.9 34.1 34.234.6
33.7 33.3 32.9 33.0 33.1 33.2 33.3 34.1 34.2 34.4
32.4 32.3 32.5 32.7 32.8 33.2 33.4 33.7 34.5
32.3 32.4 32.5 32.6 32.9 33.1 33.7 34.7
32.4 32.2 32.6 32.9 33.1 33.7 34.4
32.8 33.2 33.2 33.8 34.5
33.1 33.4 33.9 34.4
33.0 33.3 33.7 34.1
33.2
33.5 33.6 33.9
33.533.8
32.1 32.2 32.4 32.6 32.8 33.0 33.3 33.5 33.8 33.6 34.2 34.2 34.4 34.6 34.9 35.1 34.9 35.0 35.3
32.1 32.3 32.5 32.7 32.9 33.1 33.3 33.5 33.8 34.2 34.4 34.2 34.8 34.9 35.0 35.2 35.3 35.7
32.2 32.5 32.8 33.2 33.4 33.5 33.6
33.8 33.934.1
34.434.8 34.7 34.8 35.1 35.2 35.4 35.4 35.7
31.7 31.9 32.0 32.2 32.7 32.7 32.9 32.9 33.3 33.8 34.1 34.1 34.1 34.3 34.5 34.7 34.9 35.1 35.3
39.2 38.8 38.7
38.3 38.4 38.3
38.6 38.1 38.3
38.5 38.2 38.2
38.338.1 37.9
38.0 37.7 37.4
37.8 37.6 37.5
37.9 37.4 37.1
37.7 37.0 36.8
37.1 36.9 36.8
37.3 36.9 36.9
37.1 36.7 36.7
36.5 36.5 36.4
36.5 36.5 36.2
36.8 36.6 36.5
35.8 35.7 36.6 36.9 38.0
35.7 35.9 37.0 37.6 38.4
36.1 36.3 37.4 38.2 38.6
35.9
36.2 38.2 38.3 38.4
35.5 36.1 36.5 37.0
35.8 36.3 36.7 37.0
35.6 36.3 36.9 37.4
35.4 36.8 37.0
35.3 36.4 36.9
35.3 36.6 36.8
35.1 35.9 36.2 36.9
34.9 35.4 35.5 36.4
34.2 34.8 35.3 36.3
34.1 34.635.8
35.0
35.5 35.9 36.4 37.0
35.4
39.1 38.9
37.6
37.9
37.8 38.1
38.1 38.4
38.4 38.4
38.8 38.8
38.9 38.9
38.2 38.2 38.3
38.0
37.9 38.0
37.9 37.7 37.8
37.6 37.6 37.6
37.3 37.5 37.4
36.7 36.8 37.0
36.136.2 36.5
35.3 35.4 35.9
32.8 33.1 33.3 33.5
33.0 33.5 33.6 33.7
33.3 33.633.9
34.2
33.8
34.2 34.5 34.8
33.7 33.9 34.1
33.4 33.6 33.6 33.9
33.0 33.3 33.6 33.6
32.8 33.0 33.3 33.5
32.6 32.6 33.0 33.1
32.7 32.8 32.8 33.0
32.5 32.6 33.0 32.9
32.3 32.4 32.5 32.7
32.0 32.2 32.4 32.4
31.9 31.9 32.3 32.4
31.7
31.9
32.1 32.4
32.8 33.1 32.7
33.3 33.6 33.5
33.7 33.9 34.1
33.8 34.1 34.4
33.4 33.6 33.7
32.9 33.2 33.4
32.6 32.7 33.2
32.7 33.3 33.4
33.1
33.8
34.2
34.6 34.735.2
34.735.5
33.0 33.3 33.1
33.3 33.5 33.4
33.6 33.8 33.7
33.9 34.033.9
33.9
34.3 34.3
34.5 34.4
34.9 34.8
34.7 34.5
34.6 34.3 34.4
34.2 34.1 34.2
33.8 33.5 33.734.1
34.2
33.9
34.5 34.8 34.9 35.1 35.0
34.7 34.8 35.2 35.4 35.5 35.9 36.2
34.9 35.2 35.4 35.5 35.735.8 35.9 36.4 37.0
37.537.537.337.0
34.1 34.3 34.5 34.5 34.7 34.7 34.9 35.4 35.5 35.6 35.8 36.0 36.3 36.5 36.6
36.8
33.6 33.8 34.1 34.5 34.6 34.6 34.4 34.9 35.2 35.3 35.5 35.7 36.2 36.4 36.5
33.5 33.8 34.2 34.1 34.2 34.3 34.5 34.7 35.0 35.2 35.4 35.5 35.7 36.0 36.2 36.5
33.2 33.4 33.6 33.7
34.0
34.1 34.2 34.4 34.7 35.0 35.3 35.4 35.6 35.8 35.9 36.1
33.0 33.4 33.3 33.5 33.6 33.8 34.0 34.2 34.4 34.6 34.9 35.1 35.3 35.7 35.8 35.9
32.9 33.2 33.2 33.4 33.4 33.7 34.2 34.5 34.8 34.9 34.9 35.1 35.4 35.5 35.6
32.7 32.9 33.2 33.3 33.3 33.5 33.7 34.0 34.3 34.3 34.6 34.8 35.0 35.2 35.3 35.5
32.4 32.6 32.9 32.9 33.0 33.4 33.7 33.7 33.9 34.2 34.4 34.6 34.7 35.1 35.2 35.2
32.2 32.3 32.6 32.9 33.0 33.2 33.5 33.5 33.7 33.8 34.1 34.3 34.6 34.7 34.8 35.0
32.1 32.2 32.6 32.6 32.8 33.1 33.3 33.6 33.8 34.1 34.5 34.4 34.7 34.9 35.1
35.0 35.4 35.6
34.7 34.9 34.7
34.5 34.8 34.6 34.6 34.6
34.2 34.6 34.4 34.4 34.9
33.9 34.0 34.3 34.5 34.4
33.934.0 34.2 34.2 34.4
33.4 34.0
33.5 33.8 34.1 34.2 34.6
33.7 33.9 34.3 34.2 34.3
33.7 33.9 34.1 34.3 34.6
33.6 33.933.9
34.3 34.5
34.3 34.3 34.7
33.5
33.7
33.9
33.9
34.2
34.3
33.9
33.6
33.3
33.2
33.2
35.0 34.5 35.3 35.936.0
36.1
35.8 35.3 36.2 36.1 36.3 36.4
35.9 35.7 36.3 36.8 36.7 36.7
35.8 35.7 36.3 36.8
37.0
37.1
35.7 36.1 36.337.2
35.9 36.3 36.5
35.9 36.1 36.3
35.9
36.3 36.6 36.8 36.9 37.6
36.0 36.2 36.7 37.0 37.0
38.0
36.2 36.6 37.1 37.7 37.7
34.6 34.5 34.7 35.2 35.6 36.2
35.0 34.8
35.0 34.5
35.1 34.8
36.1 34.8
35.7 35.3
35.6 34.9 34.8
34.6
34.3 34.2
34.6 34.7 34.335.6
34.8 34.7 34.6 35.2
34.8 35.0 35.0 36.3
35.2 35.1
35.3
37.8 37.7 38.2 38.3 38.7
37.6 37.9 38.1 38.4 38.6
38.038.1 38.5 38.6 39.038.3 37.9 37.5
37.838.238.5
39.0 38.3 37.838.837.5
37.0 37.8
37.236.3
34.6 34.5 34.7
34.4 34.5 34.8
35.034.934.8
39.4 39.4 39.4 39.5 39.5 39.5
38.7 38.8 38.9 38.8 39.0 39.0 39.1 39.1
38.8 38.9 38.7 38.6 38.6 38.6 38.7 39.1
38.5 38.4 38.3 38.4 38.4 38.4 38.6 38.7
38.4 38.4 38.3 38.2 38.1 38.1 38.2 38.3
37.8 37.9 37.9 38.0 38.1 38.1 38.2 38.2
37.7 37.9 37.8 37.9 37.8 37.8 37.9 37.9
37.4 37.7 37.6 37.7 37.7 37.8 37.8 37.837.5
37.6
37.8
38.0
38.3
38.6
39.0
39.2 39.2
36.2
35.1 34.8
35.9 35.7 35.7 35.4 35.1
36.7 36.4 36.3 36.3 36.1 35.9 35.5
37.1 36.9 36.8 36.9 37.0 36.7 36.6 36.3
37.8 37.5 37.3 37.2 37.4 37.2 37.0 36.8
38.2 38.1 38.0 37.9 37.8 37.7 37.7 37.5
38.9 38.6 38.5 38.2 38.3 38.2 38.0 37.9 37.7
38.8 38.6 38.7 38.6 38.4 38.4
36.7
37.0
37.8
38.3
38.4
38.5 38.8 38.8 38.6 38.8
39.0 39.2
39.3 39.838.7 39.0
39.0
39.0
39.0
39.2 39.7
39.7
39.3
39.5 39.6 39.7 39.6
39.439.639.539.6
39.6 39.9 40.1 39.8
37.9 37.9 37.9 37.8 37.8 38.2 38.4
37.9 37.9 37.9 37.9 38.1 38.3 38.7
37.8 37.9 38.0 38.4 38.4 38.6 38.4
37.9 37.7 37.7 38.2 38.4 38.7 38.5
38.1 38.0 38.0 38.4 38.4 38.7 38.5
38.0
37.9
38.1 38.6 38.5 38.8 38.4
38.2 38.7 39.0 38.5 38.2
38.3 38.3 38.9 39.1 39.0 38.9
39.0 39.3
39.2 39.3 39.3 38.7
39.0 39.2 38.9 38.6
38.4
37.0 37.0 37.4 37.5 37.6
37.0 37.3 37.5 37.8 37.8
37.2 37.8 37.9 37.9 38.0
37.3 37.5 37.7 37.9
37.5 38.1 38.1 38.3 38.5
37.5 37.9 38.3 38.4 38.5
37.5
37.9
38.5 38.6 38.6
38.1 38.4 38.7
38.3 38.6 38.8
38.6 38.8 39.1
39.2 39.1 38.5 38.1 37.8
38.7 38.8 38.3 37.9 37.9
39.2 39.0 38.7 38.2 37.8
38.9 38.6 38.4 38.2
39.1 38.6 38.4 38.1 37.9
38.8 38.7 38.5 38.2 38.0
38.4 38.4 38.1
38.6 38.6 38.4
39.3 39.0 38.9
38.4 38.4 38.438.3
38.3 38.4 38.3 38.5
38.3 38.4 38.338.5
38.3 38.4 38.1 38.0
38.3 38.3 38.3 37.9
38.5 38.2 38.1 37.7
38.3 38.3 38.0 37.8
38.4 38.4 38.5 37.8
39.2 38.9 38.5 38.0
38.8 38.9 38.9
37.9
39.3 39.2 39.2 39.1 38.1 37.1
39.0 39.0 39.0 38.5 37.9 37.5
38.9 38.7 38.3 38.3 38.0 37.6
38.6 38.6 38.3 38.1 37.8 37.7
38.4 38.5 38.3 38.0 37.9 37.6
38.1 38.1 38.1 38.0 37.7
37.8 37.8 37.9 37.9 37.9 37.5
37.7 37.8 37.7 37.7 38.0 38.0
35.1
35.3 35.3 35.235.2
35.7 35.7 35.6 35.6
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36.6 36.7 36.7 36.5 36.936.0
37.6 37.3 37.1 36.9 37.3 36.2
37.7 37.7 37.5 37.5 37.7 37.1
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38.6 38.6 38.7 38.9 39.0 39.4 39.6 39.9 40.4 40.6
38.5 38.8 39.1 39.2 39.4 39.3 39.3 39.4 40.1
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38.8 38.8 39.2 39.3 39.5 39.7 39.739.9
38.2 38.4 38.7 38.5 38.2 38.4 38.8 39.2 39.1 39.5 39.6 39.8
38.8 38.8 38.7 38.6 38.5 38.7 39.1 38.9 39.0 39.2 39.7 40.5
39.0 38.6 38.6 38.5 38.6 38.8 39.2 39.3 39.3 39.2 39.5 40.3
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38.6 38.6 38.8 39.1 39.3 39.6 39.6 39.7 39.739.8
38.7 38.7 38.9 39.2 39.6 39.5 39.5 39.739.9
40.5
38.7 38.6 38.9 39.7 39.5 39.4 39.4 39.7 40.1
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39.2 39.3 39.6 39.8 39.9 40.2 40.6
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40.2
38.1 37.9 37.8 38.0 38.1 38.2 38.6 39.0 39.4 39.4 39.5 39.739.9
38.1 38.2 38.2 38.0 37.8 37.9 38.3 38.6 38.8 38.9 39.3 39.5 39.7
40.5 40.5
38.137.8
38.4 38.5 38.6 39.1 39.5 39.439.7
27.1 26.7 26.7 27.3 27.7 27.9 27.7 27.4
27.3
26.9 26.5 26.7
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27.8
29.1 29.4 29.4 28.5
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28.5 29.6 29.7 29.4 28.7
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28.2
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28.2
28.3 28.6 28.9 28.9
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28.6 29.0
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29.7
29.8
29.9
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30.9
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29.5
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31.6
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32.632.4
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34.4
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29.0
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29.4
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32.3
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26.827.6
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31.326.5
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26.25
26.926.9
27.9
30
29.9
30 30
30819
33.05
30
40
50
60
35.9
31.9
30
30
30
812
27.00
25.5
25.9
811
25.71
20
30
33.933.9
35.9
40
37.9
33.9
814
35.19
40
35.933.9
30
813
30.36
23.923.923.9
810
23.77
30
BRUC
EVILL
E RD
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SE60A= 22.2 Ac.A= 22.2 Ac.ESD= 133.1 ESD'sESD= 133.1 ESD'sPWWF= 0.112 mgd
SE70A= 42.7 Ac.A= 42.7 Ac.ESD= 431.5 ESD'sESD= 431.5 ESD'sPWWF= 0.31 mgd
LR55A= 38.2 Ac.
A= 38.2 Ac.ESD= 400.5 ESD's
ESD= 400.5 ESD'sPWWF= 0.287 mgd
See Note #1
LR56A= 44.8 Ac.A= 339.7 Ac.ESD= 269.0 ESD'sESD= 2159.2 ESD'sPWWF= 1.638 mgdSee Note #1
SE20A= 49 Ac.A= 81.7 Ac.ESD= 293.9 ESD'sESD= 490.4 ESD'sPWWF= 0.397 mgd
SE22A= 32.8 Ac.
A= 32.8 Ac.ESD= 196.5 ESD's
ESD= 196.5 ESD'sPWWF= 0.164 mgd
SE30A= 31.7 Ac.
A= 213.2 Ac.ESD= 311.2 ESD's
ESD= 1399.9 ESD'sPWWF= 1.068 mgd
SE32A= 46.9 Ac.
A= 181.4 Ac.ESD= 281.5 ESD's
ESD= 1088.6 ESD'sPWWF= 0.86 mgd
SE33A= 5.4 Ac.
A= 134.5 Ac.ESD= 32.4 ESD's
ESD= 807.1 ESD'sPWWF= 0.644 mgd
SE34A= 44.3 Ac.
A= 129.1 Ac.ESD= 265.5 ESD's
ESD= 774.7 ESD'sPWWF= 0.619 mgd
SE36A= 30.8 Ac.A= 30.8 Ac.ESD= 185.0 ESD'sESD= 185.0 ESD'sPWWF= 0.154 mgd
SE38A= 54 Ac.A= 54 Ac.ESD= 324.2 ESD'sESD= 324.2 ESD'sPWWF= 0.266 mgd
LR58A= 0 Ac.A= 391.9 Ac.ESD= 0.0 ESD'sESD= 3370.1 ESD'sPWWF= 2.32 mgdSee Note #1
SE40A= 55.3 Ac.A= 391.9 Ac.ESD= 404.1 ESD'sESD= 3370.1 ESD'sPWWF= 2.32 mgd
SE42A= 46.2 Ac.
A= 336.5 Ac.ESD= 277.5 ESD's
ESD= 2966.0 ESD'sPWWF= 2.041 mgd
SE43A= 19.9 Ac.
A= 218.0 Ac.ESD= 258.6 ESD's
ESD= 1949.8 ESD'sPWWF= 1.36 mgd
SE44A= 13.1 Ac.
A= 29.5 Ac.ESD= 208.5 ESD's
ESD= 307.2 ESD'sPWWF= 0.222 mgd
SE45A= 16.5 Ac.
A= 16.5 Ac.ESD= 98.8 ESD's
ESD= 98.8 ESD'sPWWF= 0.084 mgd
SE46A= 41.6 Ac.A= 198.2 Ac.ESD= 249.4 ESD'sESD= 1691.2 ESD'sPWWF= 1.199 mgd
SE47A= 7.8 Ac.A= 35.1 Ac.ESD= 120.3 ESD'sESD= 284.1 ESD'sPWWF= 0.217 mgd
SE48A= 11.9 Ac.
A= 27.3 Ac.ESD= 71.5 ESD's
ESD= 163.8 ESD'sPWWF= 0.137 mgd
SE49A= 15.4 Ac.A= 15.4 Ac.ESD= 92.3 ESD'sESD= 92.3 ESD'sPWWF= 0.079 mgd
SE50A= 0 Ac.A= 59.4 Ac.ESD= 0.0 ESD'sESD= 595.4 ESD'sPWWF= 0.424 mgd
SE52A= 37 Ac.
A= 59.4 Ac.ESD= 256.8 ESD's
ESD= 595.4 ESD'sPWWF= 0.424 mgd
SE53A= 22.5 Ac.A= 22.5 Ac.ESD= 338.7 ESD'sESD= 338.7 ESD'sPWWF= 0.23 mgd
SE54A= 29.4 Ac.A= 62 Ac.ESD= 176.1 ESD'sESD= 562.2 ESD'sPWWF= 0.409 mgd
SE56A= 10.1 Ac.
A= 32.7 Ac.ESD= 202.4 ESD's
ESD= 386.1 ESD'sPWWF= 0.271 mgd
SE57A= 4.9 Ac.
A= 22.6 Ac.ESD= 29.3 ESD's
ESD= 183.7 ESD'sPWWF= 0.142 mgd
SE58A= 13.3 Ac.A= 17.7 Ac.ESD= 128 ESD'sESD= 154.4 ESD'sPWWF= 0.118 mgd
SE59A= 4.4 Ac.
A= 4.4 Ac.ESD= 26.4 ESD's
ESD= 26.4 ESD'sPWWF= 0.023 mgd
LR61A= 65.7 Ac.A= 65.7 Ac.ESD= 537.2 ESD'sESD= 537.2 ESD'sPWWF= 0.401 mgdSee Note #1
LR66A= 0 Ac.
A= 54.3 Ac.ESD= 0 ESD's
ESD= 326 ESD'sPWWF= 0.268 mgd
See Note #1
SE10A= 54.3 Ac.A= 54.3 Ac.ESD= 326 ESD'sESD= 326 ESD'sPWWF= 0.268 mgd
LR67A= 42.1 Ac.A= 96.5 Ac.ESD= 252.7 ESD'sESD= 578.7 ESD'sPWWF= 0.467 mgdSee Note #1
LR68A= 18.7 Ac.A= 18.7 Ac.ESD= 159.3 ESD'sESD= 159.3 ESD'sPWWF= 0.123 mgdSee Note #1
LR69A= 22 Ac.A= 137.2 Ac.ESD= 276.4 ESD'sESD= 1014.4 ESD'sPWWF= 0.759 mgdSee Note #1
EGP90A= 48.3 Ac.
A= 48.3 Ac.ESD= 289.8 ESD's
ESD= 289.8 ESD'sPWWF= 0.239 mgd
EGP85A= 0 Ac.
A= 48.3 Ac.ESD= 0 ESD's
ESD= 289.8 ESD'sPWWF= 0.239 mgd
EGP80A= 0 Ac.A= 48.3 Ac.ESD= 0 ESD'sESD= 289.8 ESD'sPWWF= 0.239 mgdSee Note #2
93 feetof 8''
S= 0.0035
236 feetof 8''S= 0.0035
37
1 f
ee
to
f 8
''S
= 0
.00
35
579 feetof 12''S= 0.002
604 feet
of 8''
S=
0.0035
616
feet
of 8
''S
= 0
.003
5
8''S= 0.0035
636 feetof 8''
S= 0.0035
648 feetof 8''
S= 0.0035
651 feetof 18''
S= 0.0012
652 feetof 8''
S= 0.0035
652 feetof 15''
S= 0.0015
74
0 f
ee
to
f 1
0''
S=
0.0
02
5
74
1 f
ee
to
f 8
''S
= 0
.00
35
75
0 f
ee
to
f 8
''S
= 0
.00
35
1,5
75
fe
et
of
8''
S=
0.0
03
5
788 feet
of 12''
S= 0.002
813 feet
of 8''
S= 0.0035
83
2 f
ee
to
f 1
0''
S=
0.0
02
5
1003 feetof 10''
S= 0.00251014 feet
of 8''S= 0.0035
1067 feetof 12''
S= 0.002
112
8fe
et
of
8''
S=
0.0
03
5
116
7 f
ee
to
f 8''
S=
0.0
03
5
1334 feetof 8''
S= 0.0035
1364 feetof 15''S= 0.0015
1401 feet
of 18''
S= 0.0012
18
86
fe
et
of
10
''S
= 0
.00
25
2559 feetof 8''
S= 0.0035
652 feetof 15''
S= 0.0015
14
49
fe
et
of
8''
S=
0.0
03
5
117
9 f
ee
to
f 1
0''
S=
0.0
02
5
1260 feetof 8''
S= 0.0035
SE60INV = 29.65 8" OUT (N)D = 10.7
SE70INV = 15.59 8" OUT (N)D = 20.6
LR55
LR56INV = 6.93 10" IN (S)INV = 6.51 15" IN (E)D = 31.0
SE20INV = 12.81 8" IN (W)INV = 12.64 10" OUT (N)D = 19.6
SE22INV = 15.43 8" OUT (E)D = 13.4
SE30INV = 9.51 12" IN (SE)INV = 9.26 15" OUT (SW)D = 22.4
SE32INV = 12.34 12" IN (NE)
INV = 12.24 12" OUT (NW)D = 19.6
SE33INV = 13.90 12" IN (E)INV = 13.80 12" OUT (W)D = 20.4
SE34INV = 16.21 8" IN (S)INV = 16.21 8" IN (E)INV = 15.87 12" OUT (W)D = 19.1
SE36INV = 19.55 8" OUT (SW)D = 13.2
SE38INV = 21.58 8" OUT (W)D = 15.3
LR58INV = 4.6818" IN (E)
SE40INV = 5.96 18" IN (E)INV = 5.86 18" OUT (W)D = 29.7
SE42INV = 9.28 8" IN (N)INV = 9.28 8" IN (S)INV = 8.69 15" IN (E)INV = 8.44 18" OUT (W)D = 27.1
SE43INV = 10.17 15" IN (E)INV = 10.07 15" OUT (W)D = 28.8
SE44INV = 12.37 8" IN (S)INV = 12.27 8" OUT (N)D = 24.3
SE45INV = 14.88 8" OUT (N)
D = 20.0
SE46INV = 12.13 8" IN (S)
INV = 11.97 10" IN (E)INV = 11.97 10" IN (N)
INV = 11.55 15" OUT (E)D = 28.4
SE47INV = 15.26 8" IN (S)
INV = 15.16 8" OUT (N)D = 22.7
SE48INV = 17.91 8" IN (SE)
INV = 17.81 8" OUT (N)D = 18.3
SE49INV = 18.94 8" OUT (NW)D = 16.8
SE50INV = 14.65 10" IN (N)INV = 14.55 10" OUT (S)D = 27.4
SE52INV = 17.06 8" IN (E)
INV = 16.90 10" OUT (S)D = 21.1
SE53INV = 19.74 8" OUT (W)D = 18.3
SE54INV = 15.24 8" IN (E)
INV = 15.07 10" OUT (W)D = 25.9
SE56INV = 19.49 8" IN (N)INV = 19.39 8" OUT (W)D = 18.3
SE57INV = 24.14 8" IN (W)INV = 24.14 8" IN (N)INV = 24.04 8" OUT (S)D = 14.0
SE58INV = 25.63 8" OUT (S)D = 12.4
SE59INV = 26.8 8" OUT (E)
D = 11.7
LR61
LR66INV = 2.84 8" IN (E)INV = 2.74 8" OUT (N)D = 19.8
SE10INV = 13.10 8" OUT (W)D = 12.0
LR67INV = -3.13 8" IN (S)
INV = -3.30 10" OUT (N)D = 28.7
LR69INV = 6.69 8" IN (E)
INV = -6.84 10" IN (S)INV = -7.01 12" OUT (N)
D = 34.0
EGP85INV = 12.94 8" IN (N)INV = 12.84 8" OUT (E)D = 24.9
EGP80INV = 12.41 8" IN (W)
EGP90INV = 17.62 8" OUT (S)
D = 20.4
LR68INV = 11.8 8" OUT (W)
D = 15.3
AÎ
LOTZ
PKWY
=Existing EGP Lift Station
Proposed Sewer Per theLaguna Ridge Specific PlanSewer Study
Existing Sewer
To Planned Sewer PerMadeira East Sewer Shed Map,
Dated January 2013, by Wood Rodgers, Inc.
PARK TRAIL DR
PARK MEADOWS DR
CASTLE PARK DR
KAMMERER RD
WHITELOCK PKWY
CARM
EL
VALLEY WAY
BARNSLEY WAY
WESTMINSTERWAY
CARINATADR
OAKHAM WAY
WESTMINSTERWAY
EMER
ALD
GROV
E DR
KENN
ETWA
YEAST STOCKTON BLVD
BILBY RD
BOA NOVADR
PENIONCT
ELK
GROV
E FLO
RIN
RD
MINERALKING CT
ELEFA AVE
PROM
ENAD
E PKW
Y
KYLER RD
BILBY RD
RED GINGER WAY
BIGHORN
BLVD
WEST STOCKTON BLVD
LENT
RANC
HPKW
Y
RAU
RD
MCMI
LLAN
RD
BRUC
EVILL
E RD
BRUC
EVILL
E RD
PAR A
DACT
CHATSWORTH CIR
CHATSWORTH CIR
ABBEY CIR
ALBACORE WAY
LAGU
NASP
RING
SDR
POPPY RIDGE RD
POPP
Y RID
GE R
D
HDR10.3 ac
MDR11.7 ac
Basin3.6 ac
OFF23.1 ac
LI/FS37.6 ac
COM6.4 ac
COM7.7 ac
Basin4.4 ac
OFF8.4 ac
OFF51.2 ac
Basin5 ac
OFF32.7 ac
OFF74.2 ac
LI/FS32.3 ac
LI/FS14.7 ac
Basin6.4 ac
MDR3.7 ac
Basin8.2 ac
P/OS1.4 ac
LDR19 ac LDR
13.8 ac
P/OS5.9 ac
MUV7.9 ac
MUV19.4 ac
MDR4.9 ac
MUR2.9 ac
HDR3.8 ac
MDR11.4 ac
MUR4.1 ac
HDR5.4 ac
LDR7.1 ac
P/OS2 ac
LDR20.9 ac
P/OS8.9 ac
MUR3.4 ac
HDR4.1 ac
MUR3.6 ac
HDR4.2 ac
ES9 ac
MDR10.7 ac
HDR11.3 ac
OFF10.1 ac
Basin4.6 ac
P/OS6.4 ac
LDR10 ac
LDR32.3 ac
LDR14.7 ac
MDR10.6 ac
HDR11.5 ac
HDR10.1 ac
P/OS1 ac
MDR12.1 acP/OS
1.5 ac
P/OS1.8 ac
LDR9 ac
MDR8.7 ac
LDR10 ac
ES10.2 ac
P/OS1.8 ac
LDR8.2 ac
LDR10.8 ac
OFF48.3 ac
OFF4.5 ac
Basin9.4 ac
P/OS1.3 ac
P/OS5.2 ac
LDR1 ac
LDR13.1 ac
LDR4.4 ac
LDR11.9 ac
OFF22.2 ac
P/OS17.9 ac
ER37 ac
LDR25.9 ac
ES8.5 ac
LI/FS0.5 ac
LI/FS5.5 ac
LI/FS17.7 ac
Basin2.9 ac
MDR3.3 ac
MDR18.1 ac
P/OS1.5 ac
Channel22.6 ac
Channel9.2 ac
Channel9.8 ac
Channel10.5 ac
Channel7.6 ac
Channel5.7 ac
ER6.8 ac
OFF5.2 ac
Basin4.9 ac
ER18.7 ac
Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community
Estate Residential
Low Density Residential
Medium Density Residential
High Density Residential
Mixed Use Residential
Mixed Use Commercial
Commercial
Office
Light Industrial / Flex Space
Elementary School
Parks / Open Space
Greenway
Channel
Basin
Drainage Channel
SEPA Sewer Sheds
Laguna Ridge Trunk Shed North LS (SEPA Portion)
! Manhole
SEPA Sewer Pipes
Existing or Proposed Sewer Pipes
ELK GROVE SOUTHEAST POLICY AREALEVEL II SEWER STUDYELK GROVE, CALIFORNIA
MARCH 5, 2014
0 300 600150Feet
NORTH
J:\2000-s\2956_SEPA\SEPA-OA\GIS\Tasks\SEPA_SewerStudyFigure_20140227_V1.mxd 3/5/2014 1:46:49 PM mmotroni APPENDIX B
Notes:
1. Cumulative flows shown for SEPA only. Node cumulative flows to include flows from the Laguna Ridge Specific Plan and other contributary offsite flows, not a part of this study.
2. Cumulative flows shown for SEPA only. Node cumulative flows are in addition to the Elk Grove Promenade Master Sewer Study flows.
3. Acreage values are approximate and reflect high-level master planning. Acreages are subject to change through subsequent development processing in keeping with the policies and procedures provided in the City's Special Planning Area document.
Laguna RidgeSpecific Plan
SterlingMeadows
Elk Grove Promenade
Elk Grove Southeast Policy Area Level II Sewer Study
March 5, 2014 Appendix
Appendix C Electronic GIS Files