SEPA Sewer Study 2013-3-4 - Elk Grove, California...2014/06/05 · Elk Grove Promenade, Interim...

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


March 5, 2014 Page 1 of 22

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.



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.



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

J:\2000-s\2956_SEPA\SEPA-OA\GIS\Tasks\SEPA_SWR_VicMap_20140227_V1.mxd 3/5/2014 1:55:45 PM mmotroni

8"

10"

18"

15"

12"

12"

8"

8"

8"

8"

8"

8"

18"

12"

8"

8"

8"

10"15"

8" 8"

8"10"

8"

10"

15"

8"

8"

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





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

Y

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

NA SP

RING

S DR

DOVE SHELL WAY

SHEFFIELD WAYWESTMINSTER WAY

CARINATA DR

AVEIR

O WA

Y

PARA

DA C

T

LENT

RAN

CH PK

WY

BARNSLEY WAY

LOS ENCANTOS CIR

PENION CT

ROJELIO CT

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

Basin

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

J:\2000-s\2956_SEPA\SEPA-OA\GIS\Tasks\SEPA_SewerStudyFigure_11x17_20140425_V1.mxd 4/28/2014 1:07:05 PM jbuchanan

Laguna RidgeSpecific Plan

SterlingMeadows



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.



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.



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



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.



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.



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

21.5 21.821.9

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

25.826.1 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

35.1

35.936.3

36.2

35.2 35.9

34.5

34.9

36.4

33.9

34.534.7

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

35.835.7 35.836.1 36.736.3

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

28.6

31.9

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

24.7

27.2

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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25.4

27.7

27.2

26.826.7

26.9

26.8

26.825.3

27.7

27.8

25.6

25.2

25.1

24.9

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

25.1

25.525.1

25.4

26.2

25.9

25.4

24.9

24.9

24.6

25.4

24.5

24.9

24.7

25.9

25.324.7

24.925.4

25.0

25.4

25.0 27.0

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27.625.6

9.910.2

25.526.7

30.225.1

25.5

21.4

24.8

22.5

23.7

23.2

24.9

24.6

22.7

23.3

24.4

24.3

23.7

20.3

21.4

25.5

22.3

23.0

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23.2

21.6

21.3

21.5

23.823.3

20.2

23.9

24.5

22.7 22.8

22.722.622.6

22.5 22.3

22.7

22.6

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24.522.2

21.8

22.3

22.2

22.5

23.9 23.7

23.022.722.8

22.7 22.8 22.7

23.222.922.8

24.3

23.5

23.2 23.4 23.4

25.1

25.2

25.124.5

23.323.2

25.9

25.7 26.1

25.3

24.625.3

25.2

24.5

25.8

23.8

23.5

24.223.9

24.2

23.8 23.5

23.824.0

23.724.7 24.8

25.0

24.5

24.624.424.2

24.3

24.5

24.7

25.3

25.4

25.9

25.6

25.6

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

29.5

31.3

31.0

30.7

31.1

30.432.4

32.2

32.5

31.4

32.3

31.8

30.132.4 32.7 33.0

32.7

33.7 34.6 34.7

36.6

35.8

35.5

37.1

35.2

35.4

34.635.9

35.2

35.0 35.2 35.135.3

34.4

35.0 34.8

35.2

42.7

34.1

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35.2

33.3

31.8

33.6

34.9

35.3

34.634.4

35.1 35.1 35.2 35.5

35.2

35.7

35.8 35.5

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37.5 37.6 38.6

38.1

38.4

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

38.7

38.7

37.9

36.9 36.8

38.1

68.967.7

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

32.7

37.2

36.9

35.335.9

32.4

32.5

39.6

38.639.2

39.1

37.7

40.6

39.5 39.9

38.5

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

32.631.731.3

31.326.5

27.2

27.227.5

29.7

30.2

30.5

26.7

25.2

22.5

25.0

23.422.420.820.3

24.2

28.3

25.0

24.9

25.6

25.6 25.9

25.5

26.726.6

26.927.8

26.5

22.4

22.8

26.6

27.527.6

28.8 29.0 29.4 28.8 28.2

38.2

30.5

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28.2

34.2

28.9

32.5

35.235.236.3

35.6

36.937.1

36.6

38.6

36.8

39.0 38.5 38.4

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37.0

40.941.5

41.0

40.4

43.9

39.6

39.0

39.0

38.6

39.2

37.2 40.9 41.3

40.7

46.5

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40.8

40.643.440.5

39.338.837.5

37.1

37.3

40.1

39.0

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41.3

41.9

40.9

41.642.4

40.6

41.8

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40.6

44.746.8

48.7

41.341.2

39.7

47.038.9

38.838.5

39.4

14.9 17.2 21.0

39.5

41.3

40.6 39.6

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41.3

41.6

38.6

39.3

40.9

41.0

39.5

38.8

39.1

38.5

40.0

40.9

42.9

43.643.7

39.5

39.4

39.3

41.4 40.9

39.1

39.3

37.0

37.2

37.7

38.1

38.2

46.7

42.9

42.6

41.3

41.3

43.6

40.6

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43.4

37.2

38.7

34.0

37.0

36.3

37.3

35.7

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29.4

36.5

37.537.4

36.8

36.9

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37.346.6

23.3

28.9

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23.5

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34.934.3

35.435.8

15.8

38.7

39.0 41.4

41.3

38.6

34.0

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37.1

38.938.2

37.5

37.4

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

38.2

40.6

40.6

38.5

41.2

41.2

41.1 40.8 40.7 40.5

39.3

39.3

39.8

39.6

41.3

40.7

40.5

39.2

39.2

39.5

40.1

40.2

38.638.7

38.7

40.8

39.2

39.5

38.838.7

38.8

40.1 39.8

40.6

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

39.4

39.3

39.4

38.9

39.9 39.6

39.3

39.1

39.1

38.9

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

38.7

39.339.239.8

39.3

40.9

40.6

39.9

40.140.3 40.6

40.8

40.6

40.3

41.640.1

40.8

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

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40.940.6

44.7

44.8

44.6

41.040.540.440.3

40.3

40.7

40.541.2

40.8 41.3

40.8

41.641.0

41.6

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

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39.7

40.640.4

40.8

41.1

42.9

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

43.7

43.8

43.8

43.9

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

43.7

44.4

46.4

45.8

45.3

43.4

43.8

43.3

44.1

45.9

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

38.742.6

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

39.5

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

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816

42.97

40

40

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40 40

40

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40

40

801

39.97

40

40

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40

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80239.87

803

36.29

37.9

40

37.9

40

40

39.9

39.9

40

40

804

42.2040

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80539.35

37.9

40

40

40

39.9

40

30

30

30 20

30

40

40

40

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40

40

40

40

807

39.60

35.9

30

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32.69

30

33.9

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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



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


SE30A= 31.7 Ac.

A= 213.2 Ac.ESD= 311.2 ESD's


SE32A= 46.9 Ac.

A= 181.4 Ac.ESD= 281.5 ESD's


SE33A= 5.4 Ac.

A= 134.5 Ac.ESD= 32.4 ESD's


SE34A= 44.3 Ac.

A= 129.1 Ac.ESD= 265.5 ESD's



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


SE42A= 46.2 Ac.

A= 336.5 Ac.ESD= 277.5 ESD's


SE43A= 19.9 Ac.

A= 218.0 Ac.ESD= 258.6 ESD's


SE44A= 13.1 Ac.

A= 29.5 Ac.ESD= 208.5 ESD's


SE45A= 16.5 Ac.

A= 16.5 Ac.ESD= 98.8 ESD's




SE48A= 11.9 Ac.

A= 27.3 Ac.ESD= 71.5 ESD's




SE52A= 37 Ac.

A= 59.4 Ac.ESD= 256.8 ESD's



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


SE57A= 4.9 Ac.

A= 22.6 Ac.ESD= 29.3 ESD's


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



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




EGP90A= 48.3 Ac.

A= 48.3 Ac.ESD= 289.8 ESD's


EGP85A= 0 Ac.



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)


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


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 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






Commercial

Office


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.


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

mmotroni

Text Box

Elk Grove Southeast Policy Area Level II Sewer Study March 5, 2014 Figure 3-2

mmotroni

Polygonal Line

mmotroni

Callout

SEPA Boundary

So

uth

Int

erc

ep

tor

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

Y 99

ELK GROVE BLVD

W S

TOC

KTO

N B

LVD

E STO

CKTO

N BLV

D

HW

Y 99

E STOCKTON BLVD

12 in

10 in

8 in

27 in18 in21 in 15 in

24 in

0 in

10 in

15 in

12 in

12 in

12 in

12 in

12 in

10 in

12 in

BR

UC

EV

ILL

E R

D

HW

Y 99 S

B

HW

Y 99 NB

BILBY RD

ELK GROVE BLVD

KAMMERER RD

WHITELOCK PKWY

RA

U R

D

POPPY RIDGE RD

BIG

HO

RN

BLV

D

W S

TOC

KTON

BLVD

E S

TOC

KTO

N B

LVD

CIVIC CENTER DR

WY

MA

RK

DR

LOTZ PKWY

ELEFA AVE

FR

AN

KL

IN H

IGH

RD

MC

MIL

LA

N R

D

TOSC

AN

O D

RBO

A NOVA D

R

STATHOS DR

KILCONNELL DR RED ELK DR

DENALI CIR

MC

KE

NN

A D

R

EM

ER

AL

D O

AK

DR

WIN

KLE

CIR

BE

LL

AT

ER

RA

DR

VALLEY OAK LN

DEL WEBB BLVD

CORDIALLY WAY

BANFF VISTA DR

LAG

UN

A S

PR

ING

S D

R

VIA ALTA WAYCOLLIE WAY

PH

ILTA W

AY

RAWLEY WAY

ELV

OR

A W

AY

SOLOMON DR

GRACIOSA WAY

RIO TEJO WAY

DA

RL

EY

WA

Y

KILLDEER WAY

SA

BR

INA

LN

DEMUI WAY

ELK RIDGE WAY

HA

TH

ER

TO

N W

AY

CO

RT

INO

WA

Y

WIL

LIA

MS

ON

DR

SHANELYN WAY

CASTRO VERDE W

AY

DO

VE

SH

ELL W

AY

DANBERG WAY

TERRAZZO DR

QUAIL RUN LN

CA

NE

RIA

WA

Y

ALBACORE WAY

SOARING O

AKS DR

PO

RT

O M

ON

IZ W

AY

KU

GLE

R W

AY

BIG

TIM

BE

R D

R

PRIMOAK WAY

HUME CT

CELLANA DR

AUTO PASSAGE DR

BACKER RANCH RD

GENEX WAY

OAKHAM WAY

ACKLEY DR

VILAMOURA WAY

SUPERB CIR

CA

LL

E S

US

AN

A

PAUL D

O MAR W

AY

BLA

NS

FIE

LD W

AY

VILLA

GE

TR

EE

DR

KE

LSE

Y D

R

CA

LLE M

AR

GA

RITA

SA

GR

ES

WA

Y

DE

AR

NE

WA

Y

VIS

TA G

RA

ND

E W

AY

GLADWIN WAY

TARBERT DR

SUAREZ WAY

SC

HU

LE

R R

AN

CH

RD

PE

DR

A D

O S

OL

WA

Y

WADENA WAY

SUTHERLAND WAY

MA

CH

ICO

WA

Y

S C

OA

ST

LN

EL

LS

ME

RE

WA

Y

FOX CLIFF WAY

PRAZZO WAY

CA

RIN

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DR

MACHADO RANCH DR

DUNKERRIN WAY

PE

AK

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BRABHAM WAY

VALGRANDE WAY

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MA

ISS

WAY

TARZO WAY

CA

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WA

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AU

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DR

DONEGAL BAY DR

BLUE

FIN W

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WYNNDEL WAY

ELSTO

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IR

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SANTA RIDGE CIR

RIC

HLY

N W

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ABBEY CIR

TIPTON CT

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CT

CHATSWORTH CIR

CASTELLI WAY

MANSELL WAY

BURLOAK WAY

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SP

AS

WA

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W T

RA

DIT

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B O

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JOE

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FOYT CT

GRENFELL CT

SALVATERRA CIR

FE

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CT

CHAPLIN CT

FOX HOUND CIR

ARIANNA CT

SALEWSKY CTP

EN

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CT

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GEMSTONE CT

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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

mmotroni

Text Box

Elk Grove Southeast Policy Area Level II Sewer Study March 5, 2014 Figure 3-3

mmotroni

Polygonal Line

mmotroni

Callout

SEPA 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)


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



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.



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.


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




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



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

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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

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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

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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

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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

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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

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29.9

30.1

30.1 30.2

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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

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

35.1

35.936.3

36.2

35.2 35.9

34.5

34.9

36.4

33.9

34.534.7

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

35.835.7 35.836.1 36.736.3

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

28.6

31.9

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

24.7

27.2

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

26.7

25.4

27.7

27.2

26.826.7

26.9

26.8

26.825.3

27.7

27.8

25.6

25.2

25.1

24.9

26.9

26.7

26.4

26.327.2

25.5

25.5

25.0

24.9

26.4

26.5

26.6

25.1 25.1

25.125.0

27.026.1

25.2

25.1

25.525.1

25.4

26.2

25.9

25.4

24.9

24.9

24.6

25.4

24.5

24.9

24.7

25.9

25.324.7

24.925.4

25.0

25.4

25.0 27.0

25.0

27.625.6

9.910.2

25.526.7

30.225.1

25.5

21.4

24.8

22.5

23.7

23.2

24.9

24.6

22.7

23.3

24.4

24.3

23.7

20.3

21.4

25.5

22.3

23.0

23.8

23.2

21.6

21.3

21.5

23.823.3

20.2

23.9

24.5

22.7 22.8

22.722.622.6

22.5 22.3

22.7

22.6

23.9

24.522.2

21.8

22.3

22.2

22.5

23.9 23.7

23.022.722.8

22.7 22.8 22.7

23.222.922.8

24.3

23.5

23.2 23.4 23.4

25.1

25.2

25.124.5

23.323.2

25.9

25.7 26.1

25.3

24.625.3

25.2

24.5

25.8

23.8

23.5

24.223.9

24.2

23.8 23.5

23.8

24.0

23.724.7 24.8

25.024.5

24.624.424.2

24.3

24.5

24.7

25.3

25.4

25.9

25.6

25.6

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

29.5

31.3

31.0

30.7

31.1

30.432.4

32.2

32.5

31.4

32.3

31.8

30.132.4 32.7 33.0

32.7

33.7 34.6 34.7

36.6

35.8

35.5

37.1

35.2

35.4

34.635.9

35.2

35.0 35.2 35.135.3

34.4

35.0 34.8

35.2

42.7

34.1

34.9

35.2

33.3

31.8

33.6

34.9

35.3

34.634.4

35.1 35.1 35.2 35.5

35.2

35.7

35.8 35.5

35.9

34.6

37.5 37.6 38.6

38.1

38.4

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

38.7

38.7

37.9

36.9 36.8

38.1

68.967.7

38.237.4

28.5

37.7

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

32.7

37.2

36.9

35.335.9

32.4

32.5

39.6

38.639.2

39.1

37.7

40.6

39.5 39.9

38.5

37.2

35.635.8

36.934.735.7

35.335.1

31.6

35.2

32.5

32.5 36.7

34.9

35.7

34.4

34.1

33.4

33.1

32.933.2

30.2

33.8

32.726.9

26.9

33.1

32.631.731.3

31.326.5

27.2

27.227.5

29.7

30.2

30.5

26.7

25.2

22.5

25.0

23.422.420.820.3

24.2

28.3

25.0

24.9

25.6

25.6 25.9

25.5

26.726.6

26.927.8

26.5

22.4

22.8

26.6

27.527.6

28.8 29.0 29.4 28.8 28.2

38.2

30.5

33.1

28.2

34.2

28.9

32.5

35.235.236.3

35.6

36.937.1

36.6

38.6

36.8

39.0 38.5 38.4

38.9

37.0

40.941.5

41.0

40.4

43.9

39.6

39.0

39.0

38.6

39.2

37.2 40.9 41.3

40.7

46.5

40.3

40.8

40.643.440.5

39.338.837.5

37.1

37.3

40.1

39.0

39.7

41.3

41.9

40.9

41.642.4

40.6

41.8

39.0

37.3

40.6

44.746.8

48.7

41.341.2

39.7

47.038.9

38.838.5

39.4

14.9 17.2 21.0

39.5

41.3

40.6 39.6

40.2 41.1

41.3

41.6

38.6

39.3

40.9

41.0

39.5

38.8

39.1

38.5

40.0

40.9

42.9

43.643.7

39.5

39.4

39.3

41.4 40.9

39.1

39.3

37.0

37.2

37.7

38.1

38.2

46.7

42.9

42.6

41.3

41.3

43.6

40.6

43.7

43.4

37.2

38.7

34.0

37.0

36.3

37.3

35.7

25.2

29.4

36.5

37.537.4

36.8

36.9

37.2

37.346.6

23.3

28.9

24.2

23.5

38.6

33.5

36.3

34.934.3

35.435.8

15.8

38.7

39.0 41.4

41.3

38.6

34.0

37.7

37.1

38.938.2

37.5

37.4

37.237.5

38.8

37.8

38.3

37.9

37.7

38.6

38.6

38.2

39.0 39.4

38.2

40.6

40.6

38.5

41.2

41.2

41.1 40.8 40.7 40.5

39.3

39.3

39.8

39.6

41.3

40.7

40.5

39.2

39.2

39.5

40.1

40.2

38.638.7

38.7

40.8

39.2

39.5

38.838.7

38.8

40.1 39.8

40.6

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

39.4

39.3

39.4

38.9

39.9 39.6

39.3

39.1

39.1

38.9

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

38.7

39.339.239.8

39.3

40.9

40.6

39.9

40.1

40.3 40.6

40.8

40.6

40.3

41.640.1

40.8

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

39.7

39.237.8

39.5

40.5

40.3

40.940.6

44.7

44.8

44.6

41.040.540.440.3

40.3

40.7

40.541.2

40.8 41.3

40.8

41.641.0

41.6

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

42.9

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

43.7

43.8

43.8

43.9

44.8

44.846.4

46.2

45.9

43.6

43.5

43.6

45.8

43.3

43.5

43.7

44.9

46.543.943.7

43.7

44.4

46.4

45.8

45.3

43.4

43.8

43.3

44.1

45.9

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

41.7

41.038.7

39.539.0

38.4

38.3

38.238.5

38.8

38.742.6

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

39.5

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

25.5

35.7

32.0

40

816

42.97

40

40

40

40 40

40

39.9

40

40

801

39.97

40

40

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

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LR55A= 38.2 Ac.

A= 38.2 Ac.ESD= 400.5 ESD's


See Note #1



SE22A= 32.8 Ac.

A= 32.8 Ac.ESD= 196.5 ESD's


SE30A= 31.7 Ac.

A= 213.2 Ac.ESD= 311.2 ESD's


SE32A= 46.9 Ac.

A= 181.4 Ac.ESD= 281.5 ESD's


SE33A= 5.4 Ac.

A= 134.5 Ac.ESD= 32.4 ESD's


SE34A= 44.3 Ac.

A= 129.1 Ac.ESD= 265.5 ESD's



SE38A= 54 Ac.A= 54 Ac.ESD= 324.2 ESD'sESD= 324.2 ESD'sPWWF= 0.266 mgd



SE42A= 46.2 Ac.

A= 336.5 Ac.ESD= 277.5 ESD's


SE43A= 19.9 Ac.

A= 218.0 Ac.ESD= 258.6 ESD's


SE44A= 13.1 Ac.

A= 29.5 Ac.ESD= 208.5 ESD's


SE45A= 16.5 Ac.

A= 16.5 Ac.ESD= 98.8 ESD's




SE48A= 11.9 Ac.

A= 27.3 Ac.ESD= 71.5 ESD's




SE52A= 37 Ac.

A= 59.4 Ac.ESD= 256.8 ESD's



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


SE57A= 4.9 Ac.

A= 22.6 Ac.ESD= 29.3 ESD's


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



LR66A= 0 Ac.


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




EGP90A= 48.3 Ac.

A= 48.3 Ac.ESD= 289.8 ESD's


EGP85A= 0 Ac.



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


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)


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


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



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






Commercial

Office


Elementary School

Parks / Open Space

Greenway

Channel

Basin

Drainage Channel

SEPA Sewer Sheds


! 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.


SterlingMeadows

Elk Grove Promenade



Appendix C Electronic GIS Files

SEPA Sewer Study 2013-3-4 - Elk Grove, California...2014/06/05 · Elk Grove Promenade, Interim...

Documents

Transcript of SEPA Sewer Study 2013-3-4 - Elk Grove, California...2014/06/05 · Elk Grove Promenade, Interim...