Appendix G WATERSHED MANAGEMENT PLAN

Sacramento County Appendix G.1 Local Hazard Mitigation Plan Update August 2011 SACRAMENTO COUNTY

WATERSHED MANAGEMENT PLAN

2011

TABLE OF CONTENTS

OVERVIEW ...... 4

SACRAMENTO COUNTY CRS ACTIVITY 450 – PREREQUISITE RESPONSE ...... 4

County CRS Activity 450- Prerequisites ...... 6

County Watershed Master Plan (WMP) ...... 8

CITY OF SACRAMENTO CRS ACTIVITY 450 – PREREQUISITE RESPONSE ...... 10

City of Sacramento Watershed Master Plan (WMP) ...... 11

SITE CONDITIONS SACRAMENTO COUNTY, CALIFORNIA ...... 13

Average Sacramento Precipitation (inches) [www.weather.com] ...... 13

Soil Type ...... 13

Weather History and Extremes ...... 14

STANDARDS FOR DEVELOPMENT ...... 14

Design Standards and Review ...... 14

Hydrology Standards ...... 15

FUNDING...... 17

Sacramento County Funding ...... 17

City of Sacramento Funding ...... 18

WATERSHEDS ...... 19

Sacramento County ...... 19

City of Sacramento ...... 20

Originating Outside Sacramento County ...... 21

ZONE 11A, 11B, AND 11C ...... 21

Zone 11A Drainage Master Plans ...... 21

Watersheds in the Morrison Creek Stream Group: ...... 22

Drainage studies for Zone 11A (Developing areas) ...... 23

Drainage studies for Zone 11A (City of Elk Grove) ...... 25

Zone 11B Drainage Master Plans ...... 27

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Watersheds in the Natural Stream Group (Zone 11B) ...... 27

Drainage studies for Zone 11B (Infill Development and Capital Improvement) ...... 29

Zone 11C Drainage Master Plans ...... 31

Watersheds in the Dry Creek Stream Group ...... 31

Drainage studies for Zone 11C (Developing Areas, and Areas in Need of Improvement) ...... 32

LIMITED LAND USE AREAS ...... 33

Natomas ...... 33

South County Agricultural Areas ...... 34

Drainage Studies ...... 35

COOPERATIVE TECHNICAL PARTNERSHIPS AND WATERSHED AGREEMENTS ...... 35

Sacramento County and Placer County ...... 35

Sacramento County and City of Sacramento ...... 36

Sacramento County and City of Rancho Cordova ...... 36

Sacramento County and City of Elk Grove ...... 37

County of Sacramento and City of Citrus Heights ...... 37

City of Folsom ...... 37

City of Galt ...... 38

City of Isleton ...... 38

CITY OF SACRAMENTO ...... 38

Natomas Area ...... 38

Drainage Studies ...... 39

STORMWATER AND WATERSHED MANAGEMENT ...... 40

ATTACHMENTS ...... 41

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SACRAMENTO COUNTY NFIP COMMUNITY 060262 WATERSHED MANAGEMENT PLAN

OVERVIEW

Sacramento County lies mostly in the trough of the Sacramento Valley in the northern portion of the Central Valley of California. The county is bound on the east by the Sierra Nevada foothills and extends to the southwest into the Sacramento Delta. The county totals 994 square miles and has seven incorporated cities. Herein, unincorporated Sacramento County and the Zone 11 drainage shed areas including the cities of Elk Grove, Rancho Cordova, and Citrus Heights, and Sacramento County Water Agency Zone 11 will simply be referred to as County, There are seven incorporated cities in the County of Sacramento including: Sacramento Isleton Folsom Galt Citrus Heights Elk Grove Ranch Cordova The total population of Sacramento County (2010) is 1,418,788. And, there are two adjacent counties that have creek watersheds draining into Sacramento County. Sacramento County Flood Insurance Rate Maps were first issued March 15, 1979 and the county has continuously been a community in good standing with the National Flood Insurance Program. Each city has a FEMA NFIP community number and an independent relationship with the NFIP. The FEMA Community Rating System (CRS), under the insurance services office recommends watershed management planning that is not limited to corporate boundaries. Under CRS Activity 450, a participating community may receive points toward improved rating and lowered flood insurance premiums for preparing a plan such as this and updating that plan every five years.

SACRAMENTO COUNTY CRS ACTIVITY 450 – PREREQUISITE RESPONSE

Stormwater and Floodplain Management Planning has been County policy since March 9, 1993 with Board of Supervisors adoption of floodplain Management policies, and

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subsequently incorporated into the County‟s General Plan, adopted December 15, 1993. These policies are reflected in the Multi-Hazard Mitigation Plan.

From the safety element of the General Plan: http://www.planning.saccounty.net/general-plan/

SA-12 The County shall require all new urban development projects to incorporate runoff control measures to minimize peak flows of runoff and/or assist in financing or otherwise implementing Comprehensive Drainage Plans.

Improvement Standards requirements: http://www.msa2.saccounty.net/ce/dss/ldsir/Pages/ImprovementStandards.aspx

9-1.G- All new structures shall be protected from the 100-year (1-%) flood event… 9-1.H- The design of a new storm drain system shall include consideration of the downstream creek or storm drain. The consulting engineer shall show that the existing storm water system can convey the proposed drainage without adverse flooding, erosion or other water quality impacts to upstream, downstream or adjacent facilities or areas; or that such facilities or areas are being improved or protected to the point where the drainage can be conveyed without adverse impacts.

SacCalc is freeware developed by the Sacramento County Department of Water Resources and is available by searching SacCalc at www.saccodwr.org. SacCalc is a Windows platform for the Sacramento hydrology preprocessor and is used with Army Corps of Engineers HEC-1 program to analyze the 100-year storm. Hydraulics is calculated using Army Corps of Engineers HEC-RAS, UNET, or other appropriate software. There is no limitation on how large or small the project is nor where it is located within a drainage shed area. All projects must account for their impacts and mitigate as appropriate.

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COUNTY CRS ACTIVITY 450- PREREQUISITES

Sacramento County and the Cities of Elk Grove, Rancho Cordova and Citrus Heights are located within Zone 11 of the Sacramento County Water Agency Zone 11 programs. Zone 11 is subdivided by regional watershed areas 11A (draining to Morrison Creek / Beach Stone Lakes), 11B (draining to American River), and 11C (draining to Dry Creek / Natomas East Main Drainage Canal). The Zone 11 drainage impact fees pay for the installation and improvement of trunk drainage systems. The Sacramento County Water Agency is a separate subdivision of the state enveloping the cities of Citrus Heights, Rancho Cordova, and Elk Grove.

The Stormwater Utility was established in 1995 over an area of the Water Agency known as Zone 12. This program funds drainage maintenance and capital improvements in the urban areas of unincorporated Sacramento County and the cities of Citrus Heights, Rancho Cordova, and Elk Grove.

Activity 450 of the Community Rating System calls for certain prerequisites listed and responded to below: a. “The community must have a storm water management master plan for one or more of the watersheds that drain the community.”

Sacramento County has adopted the following Drainage Master Plans (DMP) associated with watersheds, or particular development projects. The Zone 11 and watershed is indicated in parenthesis:

Vineyard Springs Comprehensive Plan (Zone 11A, Upper Laguna Creek) North Vineyard Station Specific Plan (Zone 11A, Elder and Gerber Creeks) Florin Vineyard Gap Community Plan (Zone 11A, Morrison, Florin, Elder, Gerber, Unionhouse, and Strawberry Creeks) Dry Creek Watershed Flood Control Plan (Zone 11C, Dry Creek and Linda Creek) Strawberry/Jacinto Creek Drainage Master Plan (Zone 11A, Strawberry/Jacinto Creeks) Lower Laguna Creek Drainage Master Plan (Zone 11A, Laguna Creek) Whitehouse Creek Drainage Study (Zone 11A, Whitehouse Creek) Robla/Magpie Creeks Drainage Study (Zone 11C, Robla and Magpie Creeks) Chicken Ranch Slough Drainage Master Plan (Zone 11B, Chicken Ranch Slough) Strong Ranch Slough/Sierra Branch Drainage Study (Zone 11B, Strong Ranch Slough and Sierra Creek) NEMDC Tributaries (Zone 11C, NEMDC tributaries) West Galt Drainage Study (Stormwater Utility) East Elk Grove (Zone 11A, Laguna Creek and Elk Grove Creek) East Franklin (Zone 11A, Beach-Stone Lakes)

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The following DMP‟s are pending adoption:

Sunridge Specific Plan (the upper reaches of Morrison and Laguna Creeks), part of the Sunrise-Douglas Comprehensive Plan (Zone 11A) Elverta Specific Plan (NEMDC tributaries) (Zone 11C) Arcade Creek Flood Insurance Study (Zone 11B)

The following DMP‟s have been adopted (with the County as one of the local agencies) in projects with the US Army Corps of Engineers:

South Sacramento County Steams Investigation (Lower Morrison Creek and Tributaries) (Zone 11A and City of Sacramento)

b. “The community has adopted regulatory standards for new construction in the watershed based on the plan.”

Each DMP must be consistent with Sacramento County General Plan Policies and Improvement Standards, and 1996 Hydrology Standards. The countywide policies are described in the Multi-Hazard Mitigation Plan. Drainage analysis is required for every project. Each DMP is incorporated in the Environmental Impact Report and the subsequent Mitigation and Monitoring Report Program (MMRP). The MMRP gives mitigation (e.g. construct channel improvements consistent with DMP) and timelines (e.g. prior to building Permits) and entity responsible for overseeing implementation (e.g. improvement plans shall be consistent with DMP and shall be approved by Sacramento County Department of Water Resources). The implementation of the DMP and MMRP becomes a condition of approval of the project.

c. “The plan’s regulatory standards manage future peak flows so that they do not increase over present values.”

Sacramento County has constructed many detention basins and is in the process of developing many more. See attached exhibit indicating location of existing detention basins

New development must show that any impacts are mitigated prior to our Board adoption of an EIR for the development to proceed. Each creek or watershed is unique, and is analyzed accordingly. Depending on the location in the watershed, the state of existing drainage facilities and/or existing residences, and downstream hydraulic conditions, the mitigation measures for impacts of development could range from no increase in flows (and/or volumes) for the 2- through 500-year event, or no measures at all. If management of peak flows runoff was not necessary, then the comprehensive drainage master plan established that existing structures

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and/or storm drain systems were not affected by the increase in peak flow. Typically however, DMP‟s result in detention that provides no increase in peak flows for the 10-year (because it could impact existing storm drain outfalls) and 100-year (because it could affect residential finish-floor elevations). This usually results in mitigation of the 10- through 100-year events.

d. “The plan’s regulatory standards require management of runoff from all storms up to and including the 25-year event.”

Watershed areas that have already been urbanized must abide by the County stormwater permit issued by the state Water Board. Policies are being developed regarding low impact development and hydro-modification measures.

For developing areas, depending on the location in the watershed, the state of existing drainage facilities and/or existing residences, and downstream hydraulic conditions, the mitigation measures for impacts of development could range from no increase in flows (and/or volumes) for the 2- through 500-year event or no measures at all. Typically however, drainage master plans (DMP) result in detention that provides no increase in peak flows for the 10-year (because it could impact existing storm drain outfalls) and 100-year (because it could affect residential finish-floor elevations). This usually results in mitigation of the 10- through 100-year events.

 The County and the cities of Elk Grove, Rancho Cordova, and Citrus Heights meet or exceed all of the above prerequisites.

COUNTY WATERSHED MASTER PLAN (WMP)

The County requires certain analyses in planning for new development. Activities defining this watershed management plan are listed and responded to below:

a. Up to and including 100-yr event.

All drainage master plans in the county consider storms from return frequencies ranging up to the 1% annual probability storm and include mitigation for more frequent events as required.

c. Management of future peak flows and volumes.

All drainage master plans must consider future condition hydraulic impacts and projects in the watershed must take appropriate mitigation actions.

d. If the plan manages runoff from all storms up to and including the 5-day event.

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The Sacramento County‟s Hydrology Standards are available online at www.saccodwr.org (click on reports and publications). Drainage master plans must consider effect of design storms ranging in duration from 6-hour to 10-day and frequency from 2-year to 100-year. The critical duration is defined for each project and used for the design of the channel and/or detention basin.

e. Plan identifies existing wetlands and/or other natural open space to be preserved from development to provide natural attenuation, retention, or detention of runoff.

Every grading project of more than 5-acres size must obtain a Clean Water Act Section 401 certificate from the state. All work in or near waters of the state and waters of the US must obtain permits from Fish and Game and/or the Corps of Engineers. Careful consideration of endangered species and their habitat is an integral part of all projects in the county. Further, the County General Plan addresses open space under the conservation element. The County Planning Department addresses open space during public outreach and the preferred land use is incorporated in the DMP.

f. Prohibiting development, alteration, or modification of existing natural channels.

The Multi-Hazard Mitigation Plan describes those creeks designated as Natural Streams in Sacramento County, where there is tight restrictions on the type of modification (concrete lining is specifically restricted) that can be made to the channels. It is the policy of the General Plan that all natural streams remain natural. All new maps adjacent to natural streams are required to give a floodplain easement over the width of the 100-year floodplain; disallowing building within that envelope without a Board approved variance.

g. Requiring that channel improvement projects use natural or “soft” approaches.

The above DMP‟s included natural channels. For example:

The Lower Laguna DMP used a bypass channel to preserve the natural channel and wetlands. The East Franklin Specific Plan channel will incorporate meandering low flow, benching for habitat, and specific plantings to enhance storm water quality filtering.

All channels associated with DMPs are earthen, with no concrete lining, with appropriate roughness and side slope stability taken into account in the analysis.

Stormwater detention basins are designed to be aesthetically pleasing and habitat friendly. On some occasions, detention basins are designed as joint-use parks facilities.

There are several opportunities for active and passive park and recreation use of detention basins.

h. If the watershed plan was prepared in coordination or as a part of the floodplain management plan credited in Activity 510.

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All of the DMP‟s are consistent with the Multi-Hazard Mitigation Plan and County Standards.

Freeboard for New Buildings in B, C, D, and X Zones (FRX) - regulations that require the applicant provide positive drainage away from the building site

The county improvement standards and floodplain management ordinance require, in addition to FEMA flood studies that all new structures be protected from the 1% annual recurrence storm with at least 18 inches of freeboard. This requirement is found in the Improvement Standards Section 9-15, Section 10-4 and Section 10-5. It is also seen in the floodplain management ordinance that a local flood hazard is treated the same as a FEMA special flood hazard area.

(State Manadated) California‟s adoption of the IBC and the IRC which require positive drainage away from the foundation. Legal basis: California Health and Safety Code, Sections 18901 and 18949, administered by the California Building Standards Commission. Positive drainage requirement is Section 1804.3 of the California Building Code. Erosion and Sedimentation Control Regulations (ESC) - minimize erosion from land disturbed due to construction or farming.

(State Mandated) Requirement that construction projects of greater than 1 acre require erosion and sediment control measures. Legal basis: 2009-0009-DWQ Construction general permit: http://www.swrcb.ca.gov/water_issues/programs/stormwater/constpermits.shtml.

Water Quality Regulations (WQ) - regulations that improve the quality of stormwater runoff.

(State Mandated) Participation in the State NPDES Program. Legal basis: California Regional Water Quality Control Board MS4 permit, Order No. R5-2008-0142 (NPDES No. CAS082597)

CITY OF SACRAMENTO CRS ACTIVITY 450 – PREREQUISITE RESPONSE

The City of Sacramento is one a part of the Sacramento County Water Agency, but the City and County have a long standing cooperative understanding on stormwater mitigation. The City of Sacramento responds to the CRS perquisites as follows: a. “The community must have a storm water management master plan for one or more of the watersheds that drain the community.” The City has Drainage Master Plans for many watersheds. The list of Drainage Master Plans is listed herein.

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b. “The community has adopted regulatory standards for new construction in the watershed based on the plan.”

The City has regulatory standards based on the Drainage Master Plans listed in this plan.

c. “The plan’s regulatory standards manage future peak flows so that they do not increase over present values.”

Our drainage master plans identify a “preferred plan” that is usually the least-cost alternative that provides the required level of performance. By virtue of being on the downstream half of local stream systems, the City can control the release of water with the City‟s pump stations and drainage basins without increasing peak flows in the receiving streams.

d. “The plan’s regulatory standards require management of runoff from all storms up to and including the 25-year event.”

The City‟s drainage system consists of over 100 pump stations, 60 detention basins, many miles of improved channels and a vast network of pipes and drainage inlets that control runoff. Detention basins have been constructed in Sacramento since 1955. Ten were built before 1985. In the last 14 years, 50 more detention basins have been constructed and there are plans to build many more to help eliminate flooding.

The City‟s Master Planning Program requires performance standards include eliminating street flooding during a 10-year storm and to prevent property damage and public safety hazards for a 100-year storm.

e. “any plan that is more than five years old, the community must evaluate the plan to ensure that it remains applicable to current conditions.”

The WMP will be evaluated and revised every five years along with the County-wide Multi- Hazard Mitigation Plan (Section 510).

CITY OF SACRAMENTO WATERSHED MASTER PLAN (WMP)

The City of Sacramento requires certain analyses in planning for new development. Activities defining this watershed management plan are listed and responded to below:

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a. Meets all of the prerequisites listed above. The City meets all of the prerequisites (a-e) above.

b. Up to and including the 100-year event. The City‟s Master Planning Program has performance standards include eliminating street flooding during a 10-year storm and to prevent property damage and public safety hazards for a 100-year storm.

c. Management of future peak flows and volumes. The City‟s Master Planning Program requires performance standards that include eliminating street flooding during a 10-year storm and to prevent property damage and public safety hazards for a 100-year storm for future development. By virtue of the City being on the downstream half of local stream systems, the peak flows and volumes can be controlled by the City‟s pump stations and detention basins in the receiving stream.

In addition, the City‟s draft Floodplain Ordinance (Section 15.104.040) states that, “proposed construction or development shall not result in any increase in flood levels during the occurrence of the base flood”.

e. Plan identifies existing wetlands and/or other natural open space to be preserved from development to provide natural attenuation, retention, or detention of runoff. All grading projects of more than 5-cares size must obtain a Clean Water Act Section 401 Certification from the State. All work in or near waters of the State and water of the U.S. must obtain permits from Fish and Game and/or Corps of Engineers.

The City has two land use zones, which are used to preserve open space. The first is Open Space, which means land and water essentially without improvements and used for public recreation, enjoyment or scenic beauty, conservation or use of natural resources, production of food or fiber, light and air or an environmental amenity. The second is the American River Parkway- Flood zone (ARP-F), which is an open space zone, which constitutes a designated floodway likely to be inundated by a flood having a one percent per annum chance of occurrence or greater. The ARP- F zone is intended to protect the natural features of property within the floodplain of the American River to prevent erosion and siltation and to preserve valuable open space in accordance with the provisions of the general plan.

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h. Plan was prepared in coordination with or as part of the community’s floodplain management plan credited under Activity 510.

The WMP will be an appendix of the Activity 510 floodplain management plan.

SITE CONDITIONS SACRAMENTO COUNTY, CALIFORNIA

AVERAGE SACRAMENTO PRECIPITATION (INCHES) [WWW.WEATHER.COM]

4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

SOIL TYPE

The prevalent soil in Sacramento County is Soil Conservation Service Type D, tightly bound and low permeability. Summertime humidity is quite low but the winter is more humid with lower temperatures (40 to 60 degrees Fahrenheit). Freezing conditions are rare, but there are often extended periods of fog. Consequently, soil remains quite moist throughout the rainy season. Therefore, land development, in general, has a greater effect on peak flow timing due to routing (gutters, pipes, channels) than volume increases due to increased impervious area (paving and rooftops). Flooding has been a major concern in this county since before the Gold Rush.

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WEATHER HISTORY AND EXTREMES

Summary

Temp. Relative Humidity Extreme Temp. Rain Cloudiness

(ºF) (Percentage) (Days Per Month) (Inches) (Days Per Month)

Below Above Partly Average A.M. P.M. Average Clear Cloudy 32º 90º Cloudy

January 45.2 91% 71% 6 0 3.7 7 6 19

February 50.7 89% 61% 2 0 2.9 8 7 13

March 53.6 85% 53% 0 0 2.6 10 9 12

April 58.3 82% 44% N/A N/A 1.2 12 10 8

May 65.3 82% 39% 0 5 0.3 17 9 5

June 71.6 78% 32% 0 12 0.1 22 6 2

July 75.7 77% 29% 0 22 0.1 27 3 1

August 75.1 77% 29% 0 19 0.1 26 4 1

September 71.5 77% 31% 0 13 0.4 24 4 2

October 64.2 79% 37% 0 3 1.1 19 6 6

November 53.3 86% 57% 1 0 2.7 10 8 12

December 45.3 88% 67% 7 0 2.5 8 6 17

Annual 60.8 83% 46% 16 74 17.5 188 77 100

[www.cityrating.com]

STANDARDS FOR DEVELOPMENT

DESIGN STANDARDS AND REVIEW

Piped storm drain systems are designed to convey the County design flow which approximates the peak run off from a five year storm event. The larger less frequent storm

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events exceed the pipe capacities and travel through streets and overland from the upper shed areas to the receiving creek. Water is typically allowed to pond in streets up to 30-minutes (+/-) until the storm subsides. Development designers must analyze the 100-year, 1% annual recurrence, storm event and assure that ponding and overland flow is safely managed and that freeboard is adequate for each new structure. The impact downstream and adjacent to the proposed development must also be analyzed and mitigated. Large development plan areas, known as specific plans and community plans, must prepare a detailed drainage study often including channel improvements and peak flow detention basins. Computer modeling is done for a watershed downstream to a point of confluence and/or hydraulic constraint. By doing so, the peak flow and volume as well as routing and storm centering are correctly analyzed using dynamic modeling tools. New levees to reclaim floodplain are discouraged and whenever such are proposed they must be constructed to at least a 200-year (0.5% annual recurrence) level of protection, and meet FEMA certification standards (44CFR65.10). All discretionary applications are routed to Water Resources for comments and conditions. The County has a computer system that tags all parcels with known flood hazards and all building permits for those parcels are routed to Water Resources for review and approval. From the safety element of the General Plan:

SA-12 The County shall require all new urban development projects to incorporate runoff control measures to minimize peak flows of runoff and/or assist in financing or otherwise implementing Comprehensive Drainage Plans. Improvement Standards require:

9-1G All new structures shall be protected from the 100-year (1-%) flood event…

9-1H The design of a new storm drain system shall include consideration of the downstream creek or storm drain. The consulting engineer shall show that the existing storm water system can convey the proposed drainage without adverse flooding, erosion or other water quality impacts to upstream, downstream or adjacent facilities or areas; or that such facilities or areas are being improved or protected to the point where the drainage can be conveyed without adverse impacts.

HYDROLOGY STANDARDS

Sacramento County developed hydrology standards that were adopted in 1996 and have been approved for FEMA map revisions. These standards include regional rainfall tables of depth-duration-frequency; design storms of various durations, infiltration rates based on land use and soil type, and employ the unit hydrograph theory. Hydrology is modeled using the SacCalc Sacramento Calculator and hydraulics is modeled using tools from the US Army Corps of

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Engineers Hydraulic Engineering Center (HEC) or proprietary tools like XPSWIMM and Mike- 11. Hydrology modeling includes a range of storms from 6-hours to 10-days, from 50% annual recurrence to 1% annual recurrence. Small watersheds tend to respond to short duration storms while larger shed areas and those with basins and convergences must consider the volume and routing characteristics of the longer duration storm event. There is also the ability to model record storm events and continuous simulation. The County has three hydrologic rainfall zones. Sacramento County developed a hydrology calculator known as SacCalc, which is available at no cost to consulting engineers. SacCalc is a preprocessor to the US Army Corps of Engineers HEC-1 hydrology computer program. The program (freeware found at www.saccodwr.org search: SacCalc) allows modeling of a wide range of storm events, table shown below. The user may develop a hydrograph for a watershed of specified size, shape, slope, roughness, soil type and land use for a range of storms 2 year 6 hour through 500 year 10 day.

Flood control detention basins are constructed when there is need to attenuate impacts to peak flow in a watershed. Such basins are generally designed as off-line taking the peak flow off of an open channel. Stormwater quality basins are used to treat storm water pollution by maintaining a residence time at zero velocity allowing suspended solids to settle before the water is discharged, normally by gravity, to the adjacent open channel. Combined basins have a flood control volume over a permanently wet volume serving as storm water pollution prevention. Basins are designed to be aesthetic amenities for the developing community.

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Urban drainage is conveyed by piped storm drain systems to the nearest open channel, creek or stream. Water quality treatment is required in accordance with the county‟s storm water permit from the State Regional Water Quality Control Board under Section 401 of the Clean Water Act. This is a joint permit with the cities, the County and our neighboring county of Placer as well as the City of Roseville. The group prepared a Stormwater Quality Design Manual, dated 2007. www.saccodwr.org click on Stormwater Quality.

Hydromodification and geomorphologic studies are being prepared for urbanizing watersheds to assure minimized impact to the erosion and deposition characteristics of the streambed. This is regulated by the State Regional Water Quality Control Board and the findings will be made a part of the forthcoming regional permit. It is not anticipated that mitigation for hydromodification will have an impact on the FEMA 100-year floodplain but it will likely require additional care in the design of developments including low impact development features, attenuating flows below the 10-year event.

The Sacramento County Department of Water Resources Drainage Development and Hydrology Section reviews all grading and drainage projects in the County for conformance with drainage improvement standards and the Floodplain Management Ordinance. A grading permit is required for any project that moves more than 350 cubic yards of soil. Improvement plans are required for any on-site or off-site development and for any drain pipe other than a driveway culvert. All grading plans and improvement plans are reviewed and approved by Water Resources to assure adherence to design standards. Staff also assures that new homes are constructed safely above the highest determined base flood elevation whether mapped on the FEMA Flood Insurance Rate Map or designated by County study including future condition hydrology.

FUNDING

SACRAMENTO COUNTY FUNDING

Sacramento County Storm Water Utility funds maintenance and improvement of existing storm drain systems within the urban services area. This fee is billed bi-monthly on the County Utility Bill. Routine repairs and improvements are made on a continuous basis throughout the unincorporated county. Citizens are encouraged to call the drainage hotline at (916)875-RAIN to request immediate maintenance, improvement projects, or on-site technical assistance related to all drainage matters. The County Stormwater Utility is defined as the area known as Zone 12 of the Sacramento County Water Agency and includes the urban areas of unincorporated county and the cities of Elk Grove, Citrus Heights, and Rancho Cordova.

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The Sacramento County Water Agency Zone 11 Drainage Impact Fee Program has been in existence since 1965. New storm drainage systems are generally constructed by contractors working for private developers. Drainage fees are collected prior to improvement plan approval on a schedule rate based on percent impervious area impact to the watershed. Components of the fee include piped storm drain, open channel peak flow impact, detention volume impact, and stormwater quality. Zone 11 is divided into three sheds, 11A is the Morrison Creek and Beach Stone Lake Stream Groups, 11B is natural streams draining toward the American River, 11C is the Dry Creek and Natomas East Main Drainage Canal shed area. The fees collected are used to finance comprehensive drainage plans for urban streams.

Developers are credited and reimbursed for construction of trunk drainage facilities that are permanent and efficient systems in accordance with County standards. Trunk drainage is defined as a 30-acre water shed area or greater within a Zone of the Sacramento County Water Agency Drainage Fee Plan.

Supplemental drainage fee plans are prepared for specific plan areas where there are costs associated with trunk drainage that are not covered by Zone 11, such as environmental mitigation and channel rights-of-way.

CITY OF SACRAMENTO FUNDING

Operation, maintenance, repair and rehabilitation of the City‟s water, sewer, drainage, and flood control facilities is the Department of Utilities‟(DOU) first task. For this reason, the revenues that make up the DOU budget are first allocated to OMR&R. Any surplus may be used for new facilities, and/or improvements to existing facilities.

DOU has an annual budgeting process, which determines whether any funds will be available for capital improvements, and, if so, how much will be allocated to water, sewer, drainage, and flood control. DOU‟s drainage unit has a Drainage Master Planning process that identifies desirable drainage improvement projects, and a prioritization process, which sorts the recommended projects according to cost-effectiveness.

When the annual budget for drainage improvements is known, the drainage unit looks through the recommended drainage improvement projects, focusing on the ones that have highest

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priority. From this list, the decision-makers will usually set aside any projects whose estimated cost exceeds available funds, and make final selections among the remaining projects.

WATERSHEDS

SACRAMENTO COUNTY

The urban and urbanizing areas of the County, including the Cities of Rancho Cordova, Elk Grove and Citrus Heights, are divided into three zones of the Sacramento County Water Agency, a statutorily created district operating under the authority of and pursuant to the provisions of the Sacramento County Water Agency Act (West‟s California Codes, Water Code Appendix, Chapter 66, commencing at Section 66-1, et seq.; Deering‟s California Codes, Water, Uncodified Acts, Act 6730a), as follows:

 Dry Creek and NEMDC and Tributaries (Zone 11C) Dry Creek Natomas East Main Drainage Canal Antelope Creek (NEMDC, known as Steelhead East Antelope Creek Creek Magpie Creek NEMDC Tributaries Robla Creek Sierra Creek

Linda Creek and Tributaries

 Natural Streams Group and Tributaries (Zone 11B) American River Kohler Creek Arcade Creek Coyle Creek Arcade Creek South Branch Alder Creek (not Folsom City) Brooktree Creek Manlove Creek Mariposa Creek Fair Oaks Stream Group Carmichael Creek Buffalo Creek Chicken Ranch Slough Mayhew Slough Cripple Creek Minnesota Creek Diablo Creek Strong Ranch Slough San Juan Creek Boyd Station Channel Sunrise Creek Cordova/Coloma Stream Group Verde Cruz Creek

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 Morrison Creek Stream Group (Zone 11A) Elder Creek Strawberry Creek Gerber Creek Unionhouse Creek Elk Grove Creek Whitehouse Creek Florin Creek Laguna Creek Morrison Creek *See map of watersheds and calculated areas herein.

The City of Sacramento is downstream of Zone 11 of the Sacramento County Water Agency.

CITY OF SACRAMENTO

The City of Sacramento is made up of two major waterways. The confluence of these two major waterways, the Sacramento River and American River, is within the City. The City also encompasses several other streams, creeks, and associated watersheds. The majority of these watersheds drain into the City from the County of Sacramento. The major drainage watersheds in the City can be divided into three groups and geographic areas, as follows:

Natomas Area Stream Group (Northwest Sacramento) East Canal Main Canal West Canal San Juan Ditch

American River Stream Group (Northeast Sacramento) American River Don Julio Creek Natomas East Main Drainage Canal Lower Magpie Creek (a.k.a. Historic (NEMDC, a.k.a. Steelhead Creek) Magpie Creek) Dry Creek Arcade Creek Robla Creek Hagginwood Creek Magpie Creek Diversion Icehouse Ditch Upper Magpie Creek Sears Ditch

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Sacramento River Stream Group (South Sacramento) Sacramento River Florin Creek South Sacramento Drainage Canal Unionhouse Creek Willow Slough Strawberry Creek Anderson Slough Laguna Creek Morrison Creek Jacinto Creek Elder Creek Lake House Acres Ditch

ORIGINATING OUTSIDE SACRAMENTO COUNTY

The three counties with watersheds draining into Sacramento County are Placer, El Dorado, and Amador counties.

Placer County. Dry Creek is the main creek entering Sacramento County from Placer County. It is a master planned creek described later in this report in Zone 11C Drainage Master Plans, and Watershed Agreements. The upper portions of the NEMDC and tributaries drain from Placer County. They are also described in Zone 11C. El Dorado County. Most of the area draining into Sacramento County from El Dorado County is undeveloped. Within that, however, is El Dorado Hills, an 18 square mile residential/commercial master planned community that was developed periodically between 1962 and recent years. It drains into Carson Creek, a tributary to Deer Creek, which feeds into the Consumnes River and has had negligible impact on Sacramento County. This area is included in the South County Agricultural Area. Amador County. About 11 square miles of undeveloped (agricultural) watershed drains either directly into, or to Arkansas Creek and then into, the Cosumnes River. This area is included in the South County Agricultural Area.

ZONE 11A, 11B, AND 11C

ZONE 11A DRAINAGE MASTER PLANS

The Morrison Creek Stream Group may be deemed 100% master planned for peak flow, volume, and stormwater pollution prevention. The majority of growth in Sacramento County will occur in this area. Consequently, a great deal of effort has been put forth to master plan the necessary trunk drainage improvements. Many of the creeks in this watershed have reaches of natural bed and bank and are home for a variety of plant and animal species. These areas are treated with care and any hydraulic improvements would be only under strict guidance of the state and federal regulators under the

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Clean Water Act, Endangered Species Act and the California Environmental Quality Act. Thus, permits for creek corridor improvement projects will careful consideration of the habitat value and may include construction of naturalized side slopes, ponds, pools, and native landscaping. Stormwater pollution prevention during construction and post development storm pollutant discharge treatment are always required. Additional measures are taken, where applicable, to assure minimal hydro-fluvial geomorphology impact due to proposed development by attenuating peak flow and volume.

WATERSHEDS IN THE MORRISON CREEK STREAM GROUP:

Elder Creek – 7632 acres, 100% developed condition master planned for the approved North Vineyard Station and proposed Florin Vineyard Specific Plans, see North Vineyard Station Drainage Master Plan approved in 2004, deemed current. Elk Grove Creek- 4019 acres, 100% developed condition master planned for the East Elk Grove Specific Plan, City of Elk Grove. Florin Creek – 2857 acres, 100% developed condition master planned for the proposed Florin Vineyard Specific Plan Gerber Creek – 2579 acres, 100% developed condition master planned for the approved North Vineyard Station Specific Plan and the approved Vineyard Springs Specific Plan. The latter is superseded by the North Vineyard Station Drainage Master Plan dated 2004, deemed current. Laguna Creek - Headwaters in the City of Rancho Cordova is 100% master planned for the proposed Suncreek Specific Plan. Laguna Creek between the cities of Elk Grove and Rancho Cordova is fully master-planned in the Vineyard Springs Specific Plan approved documents. The primary flood control facility is the Triangle Rock aggregate pit currently being excavated and permit application has been submitted to the Corps of Engineers. This facility will control flood flows that tend to jump from the Laguna Creek to Gerber Creek watershed at the CCTRR railroad embankment. The total Laguna Creek watershed is 21176 acres draining from just upstream of the City of Rancho Cordova‟s eastern boundary, through the planned development area over the Folsom South Canal, through Mather Field and preserve areas to the Vineyard Springs development area and into the City of Elk Grove ultimately discharging to Beach Stone Lakes. Elk Grove has modeled the creek up to the northern city boundary (Calvine Road) and County Water Resources has modeled the creek from the top of the shed to Calvine Road. All models are existing condition and developed condition. The study by Wood Rodgers dated 2006 and the study by MacKay & Somps dated 2009 are deemed current. Laguna Creek and Tributary 1 in the City of Elk Grove was modeled with the 2009 submitted FEMA letter of map revision. Morrison Creek – 34592 acres, Upper Morrison Creek is 100% master planned as part of developments in the City of Rancho Cordova. Middle Morrison Creek flood control is occurring at the Aspen 6 aggregate mine where there is a constructed weir. Lower Morrison Creek is in the City of Sacramento and has been fully studied by the

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Corps of Engineers who are designing a floodwall project. The hydrology study dated 2009 by Wood Rodgers is deemed current. Strawberry Creek and Jacinto Creek– Total 5588 acres partially in cities of Elk Grove and Sacramento is almost fully developed and master planned with several flood control and storm water quality detention basins. The study by/for Water Resources 1993 is deemed current. Unionhouse Creek – 2193 acres tributary to Strawberry Creek and Morrison Creek is 100% master planned for the proposed Florin Vineyard Specific Plan. The developed condition drainage study by Civil Solutions dated 2007 is deemed current. Whitehouse Creek – 100% master planned and developed in City of Elk Grove. The South Sacramento Streams Project promoted by Sacramento Area Flood Control Agency with CA Dept of Water Resources and the City of Sacramento intends to control flooding on Elder Creek, Unionhouse Creek, Florin Creek, and Morrison Creek west of Highway 99. Whitehouse Creek and Elk Grove Creek are tributaries to Laguna Creek which drains to the City of Sacramento then to the Beach Stone Lake Preserve Strawberry Creek is tributary to Unionhouse Creek draining into the City of Sacramento and the South Sacramento Streams Group flood control project, then to the Beach Stone Lake Preserve. Beach Stone Lake Tributaries drain the western half of the City of Elk Grove toward the Beach Stone Lake Preserve. Mitigation of impacts to the Beach Stone Lake floodplain is discussed later in this document.

DRAINAGE STUDIES FOR ZONE 11A (DEVELOPING AREAS)

The following lists the current drainage master plans including existing condition and fully development condition hydrology.

Vineyard Springs Comprehensive Plan The drainage plan for this planning area was developed by the Spink Corporation in 1999, and updated by Water Resources staff in 2003 and 2007. It was first adopted by the Sacramento County Board of Supervisors in 2003 and most recently in 2007. The plan is being used by Water Resources to condition development.

North Vineyard Station Specific Plan

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The drainage plan for this planning area was developed by Borcalli & Associates in 2001 and updated by MacKay & Somps Engineers in 2006. It was approved by the Board of Supervisors in 2006. The plan is being used by Water Resources to condition development.

Florin Vineyard Gap Community Plan The drainage plan for this planning area was approved by Water Resources in 2007. The drainage plan is being used by Water Resources to condition development.

Strawberry/Jacinto Creek Drainage Master Plan This drainage master plan was developed by Water Resources staff in 1993. It was used to regulate pending development in the watersheds at the time, and is still used to condition development. The precipitation data is still appropriate, as well as the hydrology (HEC-1). The hydraulic model is updated from HEC-2 to HEC-RAS as necessary. The land use plan for the remaining undeveloped areas in the watershed is still appropriate.

Lower Laguna Creek Drainage Master Plan This drainage master plan was developed by Water Resources staff in 1996. It was used to regulate pending development in the watersheds at the time, and is still used to condition development. The precipitation data is still appropriate, as well as the hydrology (HEC-1). The hydraulic model is updated from HEC-2 to HEC-RAS as necessary. The land use plan for the remaining undeveloped areas in the watershed is still appropriate.

Whitehouse Creek Drainage Study This drainage study was first developed by Water Resources staff in 1996 and updated in 2006. It is being used by Water Resources to condition development.

Upper Morrison Creek The Rio del Oro, Anatolia, and Sunridge drainage master plans in the City of Rancho Cordova serve to attenuate peak flow at the constraints crossing the Folsom South Canal.

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Beach Stone Lake Zone 11A watersheds converge to Morrison Creek, Laguna Creek which flow though the cities of Sacramento and Elk Grove, respectively, and ultimately to the preserve area known as Beach Stone Lake. In the Zone 11A program, is an impact fee that is collected, and separately accounted, for Beach Stone Lake mitigation. The Beach Stone Lakes Cumulative Impact Analysis dated September 1992 by Ensign and Buckley Consulting Engineers for Sacramento County used the DWR NETWORK unsteady-state hydraulic model to analyze the floodplain and the impacts of Zone 11A development. Subsequently, the Elliott Ranch South floodplain encroachment was presented in the Final Supplemental Environmental Impact Report for Elliott Ranch South General Plan Amendment (County Control Number 98-0617, dated July 1999, and an analysis of the impact of developing Shed B through the East Franklin Specific Plan and Laguna Ridge, in the City of Elk Grove was presented in those EIRs. This model is the current analysis of development impact to Beach Stone Lake.

Arboretum-Waegell Specific Plan This specific plan for 1,350 acres enclosed by Sunrise Blvd, Jackson Road, and Grant Line Road was prepared by Wood Rodgers on March 24, 2010.

DRAINAGE STUDIES FOR ZONE 11A (CITY OF ELK GROVE)

Laguna Creek and Tributaries (including Elk Grove Creek and Whitehouse Creek) o Laguna Creek Watershed Management Action Plan, Carmel Brown, CKB Environmental Consulting, Inc., Greg Suba, Environmental Education Services, EDAW, Inc. and Geosyntec Consultants, September 2008. o Drainage Study for Elk Grove Creek, MacKay & Somps, May 24, 2007. o Drainage Study for Vintara Park, MacKay & Somps, December 5, 2005. o East Area Storm Drainage Master Plan Revised Draft Version, Harris & Associates, November 18, 2005. o Sacramento County Laguna Creek LOMR Hydrologic Data, July 2005. o Laguna Creek Feasibility Study Final Report, Quincy Engineering, Inc., June 13, 2005. o Laguna Creek Hydrologic and Hydraulic Analysis, David Ford Consulting Engineers, March 2005. o Technical Memorandum, Drainage Analysis for Fieldstone Unit 3 and Waterman Ranch Detention Basin within East Elk Grove Specific Plan, Watermark Engineering, Inc., February 10, 2006. o Upper Laguna Creek Drainage Master Plan, Status Report, Sacramento County Water Resources Division, September 1997.

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o East Elk Grove Specific Plan, Preliminary Technical Studies Report, MacKay & Somps, March 1994. o Laguna Creek Watershed Analysis, David Ford Consulting Engineers, Inc. December 15, 2005. o Hydrologic and Hydraulic Analysis to Assess Existing Condition for Flood Plain Extents for Whitehouse Creek and Unnamed Tributary to Whitehouse Creek, David Ford Consulting Engineers, Inc, September 2009. o Storm Drainage Master Plan for Field Stone South, Mackay and Somps, April 6, 2006, revised May 10, 2006. o Drainage Study for Old Town Mixed Use, RFE Engineers, Inc., revised October, 2006. o Shops at Calvine, Storm Drainage Study and Plan prepared for Armstrong Development Properties, Inc. Jacobs, June 25, 2009. o Drainage and Hydraulic Analysis Report Bond Road Widening Project, Engeo Incorporated, September 2, 2004. o Drainage Report for the bond Road widening Project, David Evans and Associates, January 2007. o Preliminary Drainage Report for the Bradshaw Widening Project, David Evans and Associates, May 2007. o Seasons Hydrologic and Hydraulic Study, TSD Engineering, Inc., October 22, 2007, revised January 8, 2008.

Grant Line Channel o Elk Grove Regional Park and Emerald Lakes Golf Course Storage Capacities, Letter from Psomas to City of Elk Grove, June 2005. o Grant Line Channel and Pump Station D-39 Hydrologic and Hydraulic Analysis, PSOMAS, March 2005. Laguna West Lakes o Design Report, Laguna Creek Unit No.4 Hydrology Study, The Spink Corporation, July 1990. Lakeside o Design Report, Lakeside Development Hydrology Study, The Spink Corporation, July 1991. Sheds A&B o Drainage Master Plan for Laguna Ridge Specific Plan prepared for the Hodgson Company, updated and revised by WOOD Rodgers, July 2002. o Laguna Ridge Specific Plan Supplemental Master Drainage Plan for Local Drainage Shed B, Wood Rodgers, May 2005.

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o Laguna Ridge Specific Plan Storm Drainage CIP, Wood Rodgers, February 2005. o East Franklin Interim Drainage Facility Analysis, Wood Rodgers, August 20, 2003. Shed C o Laguna Ridge Specific Plan Supplemental Drainage Plan for Local Drainage Shed C, Wood Rodgers, October 2005. o Master Drainage Plan for Elk Grove Promenade, Local Drainage Area Shed C, Wood Rodgers, October 2005. Strawberry Creek o Strawberry and Jacinto Creeks, Drainage Master Plan, Draft Report, County of Sacramento Water Resources Division, July 1993. o Storm Drainage Master Plan Report, Upper Reach of Middle Branch of Strawberry Creek, Elk Grove/West Vineyard Area, MacKay & Somps, February 5, 1992. Miscellaneous o Elk Grove General Plan adopted by the City Council November 19, 2003 and reflecting Amendments through January 5, 2005. o Draft Laguna West Levee Certification Study, City of Elk Grove and Wallace Kuhl, 2011.

ZONE 11B DRAINAGE MASTER PLANS

Drainage master planning in the natural streams and areas, draining to the American River (Zone 11B), is deemed 100% master planned. The „natural streams‟ are protected by the county zoning code. These natural streams are generally lined with established oak and other vegetation serving as habitat and shade canopy. The county opposes disruption to these sensitive areas encompassing most of the Zone 11B creeks and primary tributaries.

WATERSHEDS IN THE NATURAL STREAM GROUP (ZONE 11B)

American River - 100% master planned and controlled by state and federal regulators. Folsom Dam and a system of certified levees control the flows in this river. Any proposed land development in the lower reach of this 2100 square mile watershed could not have any significant impact on peak flow. RBF Consulting prepared for Sacramento Area Flood Control Agency and the City and County of Sacramento a study and letter of map revision submitted to and approved by FEMA in 2010. This new base flood profile will be mapped with the forthcoming FEMA map revision.

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Arcade Creek - 6508 acre watershed with only 54 acres of infill area remaining. There is no valid location for peak flow detention; however, as redevelopment occurs there will be opportunities for installation of stormwater quality treatment devices. Modeling on Arcade Creek was by County Water Resources staff (in 1995-98 and upstream of Auburn Blvd in 2007) and the resulting profile is used where it is higher than recorded high water and FEMA flood insurance study. Arcade Creek is 98.2% developed. Arcade Creek South Branch - 1657 acre watershed in which lies the approved (104 acre) Gum Ranch Specific Plan, which is slated for a peak flow detention basin when the project is constructed by the development interests. The Gum Ranch hydrology study used in the project environmental impact report is deemed current. Upon completion of Gum Ranch development, this watershed will be about 99% developed. Brooktree Creek - City of Citrus Heights, is 97.8% developed. Mariposa Creek - City of Citrus Heights, is 97.2% developed. Carmichael Creek - 2725 acre watershed draining to the American River. The watershed is 96.8% developed. Chicken Ranch Slough - 3722 acre watershed draining to the American river via Pump Station D-05. The watershed is 98.9% developed. Cripple Creek - 4327 acre watershed in Citrus Heights draining to Arcade Creek. The watershed is 98.5% developed. Diablo Creek - 948 acre watershed draining to Arcade Creek and is 95.5% developed. Fair Oaks Stream Group – Comprised of several smaller watersheds draining to the American River totaling 7819 acres and is 97.8% developed. Manlove Creek - 1893 acre watershed is 99.9% developed. Kohler Creek - Also known also as Date Creek, is a 694 acre watershed draining to Arcade creek and is 97.1% developed. Minnesota Creek - 1095 acre watershed draining to the American River and is 95.7% developed. Strong Ranch Slough - 4573 acre watershed draining to the American River via Pump Station D-05. The shed is 99.3% developed. Sunrise Creek – The watershed is entirely in the City of Citrus Heights and is 96.1% developed. Verde Cruz Creek - 1226 acre watershed draining to Arcade Creek and is 97.3% developed. Alder Creek - 7226 acre watershed draining to Lake Natomas reservoir on the American River. There is no need for flood flow or volume detention since the flow is to a federally operated reservoir. There will be hydromodification attenuation basins as well as low impact development measures. There is a detailed drainage study for Glenborough/Easton Development, dated

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2011.Buffalo Creek - 9167 acre watershed draining to the American River. The Westborough Drainage Master Plan accounts for the area known as Aerojet which is slated for development. There will be peak flow detention in order to not exacerbate the downstream floodplain. The drainage master plan will be incorporated in the environmental impact report for the forthcoming project. Mayhew Channel - 2861 acre watershed draining to the American River. The shed is 96.6% developed. Boyd Channel - Also known as Boyd Station Channel the 2201 acre watershed drains to the American River and is 95.9% developed. Cordova/Coloma Stream Group – Comprised of several smaller shed areas draining to the American River totaling 1728 acres and is 92.6% developed. This is in the City of Rancho Cordova.

DRAINAGE STUDIES FOR ZONE 11B (INFILL DEVELOPMENT AND CAPITAL IMPROVEMENT)

The following is a list of current drainage master plans including existing condition and fully development condition hydrology.

Chicken Ranch Slough Drainage Master Plan was first developed by Water Resources staff in 1991 to identify solutions to flooding problems. Several large public meetings were held. A lack of consensus on an overall solution resulted in only one part of a recommended plan being implemented – revised channel maintenance procedures. Residences with low finish floor elevations were identified for elevating but home owners were not interested. The HEC-1 and HEC-2 models developed in the study were used as best available information until they were updated by staff in 2006 with SacCalc and HEC-RAS models.

Strong Ranch Slough/Sierra Branch A drainage study was developed by David Ford Engineers for Water Resources in 2006 to analyze flood control alternatives. Staff expanded on the modeling in 2007 and developed a website and flood warning system for the area. The models are used by staff to analyze capital improvement projects.

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D-05 Drainage pump station that serves Strong Ranch and Chicken Ranch Sloughs. A 2003 Corps of Engineers Feasibility Study identified doubling the capacity of the D-05 pump station as the only feasible solution to reducing flooding in the area. There is no cost effective solution that provides 100-year protection.

Arcade Creek Water Resources commissioned a drainage study at Auburn Boulevard at the City of Sacramento Border in 2003 by a consultant to determine the level of protection for the Evergreen Estates floodwall. The county recently applied for provisional accreditation of this levee.

South Branch Arcade Creek Drainage studies were performed as referenced in the approved environmental impact reports for the Gum Ranch and Sheltonham developments. Hydrologic models were developed to analyze development impacts and mitigation measures.

Glenborough, Easton, Westborough Drainage studies were developed associated with the proposed redevelopment of a portion of the GenCorp- Aerojet site in the Alder Creek and Buffalo Creek watersheds. These studies developed hydrologic and hydraulic modeling to determine development impacts and mitigation measures. Current study, by MacKay and Somps is dated 2011.

Mayhew Drain Levee LOMR Letter of Map Revision for Mayhew Drain was prepared by RBF Consulting in January 2010 to reflect improvements done by SAFCA, and the ACOE.

American River American River Letter of Map Revision for American River was prepared by RBF Consulting, LOMR approved by FEMA 2010, mapping 145,000 cfs flow from Folsom Dam as the base flood.

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ZONE 11C DRAINAGE MASTER PLANS

The drainage master planning in the Dry Creek and Steelhead Creek (Natomas East Main Drainage Canal, NEMDC) tributary watersheds (Zone 11C) are fully master planned for pending development. These areas are generally large lot agricultural-residential parcels with roadside ditches and culvert crossings. There are two large developments being proposed known as Elverta Specific Plan, and South Placer Vineyard (the latter being in Placer County). The urban area known as Antelope was constructed in the late 1980s and early 1990s and is 86.4% developed and was fully master planned.

WATERSHEDS IN THE DRY CREEK STREAM GROUP

Dry Creek - 4138 acres in Sacramento County draining to the lower NEMDC, then to the American River, there are 48,966 acres upstream in Placer County. The Dry Creek study, dated 1992, was approved by both counties. There is a current effort in Placer County to update the hydrology study for Dry Creek and its tributaries. The two counties have enjoyed a good working relationship and technical cooperative partnership. Basin A - A tributary to Antelope Creek draining toward Placer County and into Dry Creek. It was part of the Antelope community development master planning in the early 1990‟s and is fully developed. Magpie Creek - 3789 acre watershed draining to the former McClellan Air Force Base (now a business park) and is master planned through the Base property and into the City of Sacramento. There is a 2008 study by West Yost that when constructed would serve to reduce flood risk to OptiSolar and adjacent buildings. There is no opportunity for major infill upstream of the McClellan Business Park. Robla Creek - 5141 acre watershed in the county before it enters the City of Sacramento toward the confluence with Dry Creek and the NEMDC. It is 99.8% developed. Linda Creek and Tributaries - 3580 acre watershed in Orangevale area draining to the City of Roseville which is a tributary to Dry Creek ultimately draining back to Elverta and Rio Linda in Sacramento County. The Linda Creek watershed is 99.5% developed. Sierra Creek - 1743 acre watershed draining to Dry Creek in the Antelope community. The Natomas East Main Drainage Canal (NEMDC) - Also known as Steelhead Creek has a backwater floodplain along the east side. The zoning in the eastern area is generally agricultural residences. American River backwater into the NEMDC is controlled by Pump Station Number D-15, which serves to reduce the base flood elevation upstream. There is a volume concern and there is a mitigation fee component of Zone 11C. No filling is allowed in the NEMDC backwater floodway area unless compensatory excavation is demonstrated. A fee is collected under the Sacramento County Water Agency Code for the future addition of a pump at this pump station. Currently, floors are set based on a one pump failed scenario which generally provides an extra one foot of freeboard in the backwater area.

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NEMDC Tributary 1 flows to the NEMDC and conveys flows from southwest Placer County. There are 1526 acres in Placer County and 865 acres in Sacramento County. South Placer Vineyard Development will pay the Pump Station D-15 mitigation fee.

NEMDC Tributary 2 is a 2744 acre watershed area with no planned infill development, except the Elverta Specific Plan, which will attenuate peak flow and volume impacts with large detention basins.

NEMDC Tributary 3 is a 1567 acre watershed area with no planned infill development, except the Elverta Specific Plan.

East Natomas is an 1816 acre watershed area with no planned infill development.

DRAINAGE STUDIES FOR ZONE 11C (DEVELOPING AREAS, AND AREAS IN NEED OF IMPROVEMENT)

NEMDC Tributaries Drainage study was developed by Borcalli & Associates in 1994. It is being used by Water Resources to condition development. The precipitation data and land use are still appropriate, as well as the hydrology (HEC-1). The hydraulic model is updated from HEC-2 to HEC-RAS as appropriate.

Elverta Specific Plan An approved drainage master plan that would include peak flow detention to minimize the impact to Tributaries 1 and 2. o The Elverta Specific Plan Drainage Master Plan revision was prepared in 2011 by MacKay & Somps Engineers.

Dry Creek Watershed Flood Control Plan Sponsored by both Placer County Flood Control District and the Sacramento County Water Agency and has been in use since 1992. It is currently being updated by Placer County. It is being used by both Placer County and Water Resources to condition development.

Robla/Magpie Creeks Drainage Study

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Developed by Borcalli & Associates for SAFCA, and the City and County of Sacramento in 1998, and updated by Mead & Hunt Engineers in 2007. It is being used by Water Resources to condition development.

Robla and Magpie Creek Diversion Levee CLOMR Developed by Ensign & Buckley on April 2002.

McClellan Park Magpie Creek Floodplain Improvements Includes hydrologic and hydraulic modeling for Magpie Creek developed by West Yost in 2011 to revise FEMA floodplain from AO zone to AE zone in area of Idzorek Street. The CLOMR has been approved by FEMA in 2009.

South Placer Vineyard Drainage study for the County of Placer.

Linda Creek Hydrology Prepared by Nolte Associates, Inc. (the study contractor) for the Federal Emergency Management Agency (FEMA) under Contract No.EMS-2000-CO-0057 Order No. T002 and completed in September 2004. Both Placer and Sacramento Counties served as a Cooperating Technical Partners (CTP‟s) for this study.

LIMITED LAND USE AREAS

There are large areas of the County that are excluded from the Watershed Management Plan and CRS Activity 450 because of their land use and lack of impact to urban and urbanizing watersheds. Natomas is surrounded by levees and all of the stormwater is pumped from the basin to the river. The south county agricultural areas are zoned large lot agriculture and there is an extremely small level of proposed development.

NATOMAS

Located in the northwestern corner of Sacramento County is Natomas Basin Reclamation District 1000. 53,548 acres includes areas of Sutter County, the City of Sacramento, and Unincorporated Sacramento County. 26,449 acres of this reclamation district area is in Sacramento County. Sacramento Area Flood Control Agency with the State of California and the Corps of Engineers is constructing a massive levee improvement project to bring the levees protecting the basin up to a 200-year level of protection (0.5% annual recurrence). The US Army Corps of Engineers lifted their previous certification of this levee system and FEMA remapped the area as an AE flood zone effective December 8, 2008. Building permits will no longer be issued after that date awaiting reaccreditation of the levees and revised flood insurance rate maps. Internal drainage canals and pumps to the river system are operated by Reclamation

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District 1000. Developments are conditioned to attenuate discharge flows to predevelopment levels in areas where RD1000 pumps are not being improved. There is some industrial development in the unincorporated county in the Natomas area all draining to reclamation district channels and pump plants. The unincorporated portion of the Natomas area is 87.5% agricultural and 5% developed and 7.5% developing. The major development is the Metro Air Park which attenuates its peak flow discharge to the RD1000 channels and pumps. This is the very bottom of the 2100 square mile American River watershed and nearly the bottom of the 27,000 square mile Sacramento River watershed so discharge from RD1000 would not exacerbate peak flow in the river.

SOUTH COUNTY AGRICULTURAL AREAS

The Southeastern part of the County is primarily zoned large lot agricultural with a population of 23,509 at an average density of 39 people per square miles. This area is controlled as agricultural land by the County General Plan. The FEMA special flood hazard designation envelopes 31% of the land in this area. The FEMA flood insurance studies and California Department of Water Resources advisory floodplain study suffice to protect the modest amount of expected construction in this area. Within this area is a proposed specific plan named Cordova Hills. This specific plan area mainly drains to Coyote Creek and Deer Creek. Impacts to these two creeks are being identified through master planning and FEMA mapping. Cosumnes River is a wild and scenic river with agricultural levees and no flood control. The floodplain assumes levee breaches and is quite wide. The zoning within the floodplain area is large lot agricultural. Beach Stone Lake floodplain is caused by Laguna and Morrison Creek watershed, Cosumnes River and backwater from the Delta. This expansive floodplain area is zoned large lot agricultural. The Delta area is protected by levees that were first built during the Gold Rush era and have subsequently been improved by various state and federal programs. The Delta is an integral feature in the state water project providing water to the greater central and southern California agricultural and urban areas. The state and federal governments are working on a long term Delta Vision with a goal of sustainability. The communities of Walnut Grove, Locke, Courtland, Hood, and Freeport in the unincorporated county and incorporated City of Isleton lie in areas of flood risk should there be levee failure on various Delta islands. Internal drainage is managed by Reclamation Districts who are also charged with maintenance of the levee systems. There are 78,324 acres already in the FEMA floodplain in the Delta. There are 84.8 miles of levees that are accredited and protecting 34,000 acres of land currently mapped by FEMA as Zone X. Sacramento County is in the process of a FEMA map modernization project and anticipates that

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some of this area may be de-accredited and remapped as an A zone. With the exception of the towns listed above, the Delta is large lot agricultural zoning.

DRAINAGE STUDIES

Upper Cosumnes River Flood Mapping Study Hydrologic and hydraulic modeling was performed in 2008 by Civil Engineering Solutions, Inc. to update and revise the existing Zone A of the Flood Insurance Rate Map. The total study reach is approximately 9.8 miles from the upstream side of Dillard Road Bridge to approximately one mile upstream of Michigan Bar Road Bridge. Dry Creek Watershed Update Plan This drainage study was prepared by Civil Solutions in April 2011. Easton Drainage Master Plan - Alder Creek and Buffalo Creek Sheds 1,400 acre Specific Plan located in Rancho Cordova between Sunrise Blvd, Jackson Road, and Grantline Road was prepared by McKay & Somps in March 2010. Cordova Hills Drainage Master Plan 2,668 acre Specific Plan area is located between Grant Line Road and Scott/Stonehouse Road and south of White Rock Road. The study was prepared by McKay & Somps in March 2011

COOPERATIVE TECHNICAL PARTNERSHIPS AND WATERSHED AGREEMENTS

Sacramento County has a cooperative technical partnership agreement with each of its seven cities as part of the FEMA map modernization project.

SACRAMENTO COUNTY AND PLACER COUNTY

Dry Creek conveys flows from Placer County. The Dry Creek drainage study dated 1992 was a joint effort of both the counties of Placer and Sacramento. Placer County agreed to attenuate peak flow impacts. Sacramento County agreed to pay a fair share impact fee for development in watersheds draining toward Placer County (Linda Creek and north flowing Dry Creek Tributaries such as Parkway Greens).

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Placer County has prepared an update flood study for Dry Creek, Civil Engineering Solutions and RBF Consulting 2011. The South Placer Vineyard proposed development north of the Sacramento County line drains mostly to Steelhead Creek, known also as Natomas East Main Drainage Canal, tributaries. The development is conditioned to pay the Steelhead Creek Fair Share Fee as described in the Zone 11C Engineer‟s Report dated August 16, 2004.

SACRAMENTO COUNTY AND CITY OF SACRAMENTO The following watersheds flow from the County to the City: Morrison, Elder, Gerber, Florin, Unionhouse, Strawberry, Whitehouse, Laguna and Elk Grove Creeks.

The South Sacramento Streams Group Flood Control Plan is an ongoing US Army Corps of Engineers project working with the Sacramento Area Flood Control Agency as the lead agency and the County and City as local sponsors. This is primarily a floodwall project in the City of Sacramento on the following creeks:

o Lower Morrison o Florin o Elder o Unionhouse

A drainage study was recently performed on Upper Morrison Creek by a consultant for Water Resources. The study focused on a reach of aggregate strip mines from the City boundary upstream to the Aspen VI/Vineyard I mining pit just upstream of Jackson Road. High flows from the channel are diverted into the Aspen VI/Vineyard pit over a weir constructed in a realigned channel. This weir controls peak flows downstream. The study developed hydrologic (SacCalc) and hydraulic (HEC-RAS) models that are being used for planned development throughout the reach. It also ensures that design flows for the South Sacramento Streams Group floodcontrol projects will not be exceeded.

SACRAMENTO COUNTY AND CITY OF RANCHO CORDOVA

The Sacramento County Department of Water Resources provides drainage services to the City of Rancho Cordova including floodplain management, review of drainage studies and improvement plans, and maintenance of the storm drainage systems. Rancho Cordova is located within Zone 11 A and B of the Sacramento County Water Agency which charges a development fee to new projects to fund the planning, design and construction of new trunk drainage systems. The City of Rancho Cordova charges city residents a Rancho Cordova Stormwater Utility Fee to pay for the bulk of drainage program services. Generally, Rancho Cordova is upstream of the unincorporated county.

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SACRAMENTO COUNTY AND CITY OF ELK GROVE

Elk Grove has their own drainage and floodplain management staff but the City still lies within Zone 11A of the Sacramento County Water Agency and participates in the regional trunk drainage development fee program. City residents pay an Elk Grove Storm Water Utility Fee for drainage services provided by the City. All of the watersheds in the City have been master- planned. The city sits low in the county watersheds and drains to the Beach Stone Lake floodplain. Development in Zone 11A pay a Beach Stone Lake volume mitigation fee held in a trust for a future project. The Laguna West and Laguna Stonelake projects paid lump sum fees toward Beach Stone Lake Mitigation. Proposed projects for agricultural residences in the Beach Stone Lake floodplain include elevation, berms, and walls. The County Department of Water Resources pays flood insurance premiums for many homes in this floodplain from interest earned on funds held in the account. Upstream watersheds draining into the City of Elk Grove include Strawberry Creek and Laguna Creek. Strawberry Creek is built out. Laguna Creek is master-planned and there is a flow rate at the city border that will be held as the maximum 100-year peak. This is memorialized in a FEMA Letter of Map Revision. The County is planning to utilize a large aggregate mine as a peak flow detention basin, known as Triangle Rock, to control flood flows while allowing a range of lower frequency flows to maintain aquatic habitat and geomorphologic characteristics.

COUNTY OF SACRAMENTO AND CITY OF CITRUS HEIGHTS

Citrus Heights is almost entirely built-out and is located in the upstream (northeast) portion of the natural stream watersheds. The largest infill is at Gum Ranch on South Branch Arcade Creek, which is slated for a regional detention basin. This basin will serve to attenuate peak flow immediately downstream and at the confluence with Arcade Creek. The City of Citrus Heights is in Zone 11B and residents pay the Stormwater Utility Fee. The City‟s General Services Department provides over site for its drainage program, however, the bulk of City drainage services are provided by under an agreement with the County of Sacramento.

CITY OF FOLSOM

The City of Folsom is at the top of its watersheds and drains directly to the American River. Because of this there is little interaction between agencies regarding drainage and floodplain issues.

Page 37

CITY OF GALT

The City of Galt is located in the middle of the rural unincorporated south County and is a pass-through for upstream rural County runoff as it drainage southwest. Deadman‟s Gulch and Hen Creek are the two primary watersheds serving the City. There is much cooperation between the City of Galt and the County of Sacramento Department of Water Resources associated with managing flows in these watersheds. Peak flow detention is not deemed necessary on the main branches of these streams, but there is need for detention basins to attenuate flow where there are storm drain system deficiencies. Much of the area is topographically flat and the defined drainage systems handle about a 2-year storm event. West Galt Drainage Study This drainage study was developed by Water Resources in 2003. It was approved for use by Sacramento County and the City of Galt. It is being used by Water Resources to condition development. The precipitation data and land use are still appropriate, as well as the hydrologic (HEC-1) and hydraulic (HEC-RAS) methods.

CITY OF ISLETON

The City of Isleton is a relatively small area of development on the rural and agricultural lands of Andrus Island. All runoff on Andrus Island drains to agricultural/ drainage ditches operated by RD545 and then pumped to the Sacramento River. The RD545 drainage system is sized for all runoff including Isleton, and discharges to the Sacramento River are not significant.

CITY OF SACRAMENTO

NATOMAS AREA

Within the City of Sacramento, Drainage Master Plans have been prepared for the entire area of Natomas located north of I-80 and west of NEMDC. This area was, until recently, a "greenfield" area, served only by natural, primitive, rural, and agricultural drainage systems. The master-planned drainage systems for this area have been installed, and continue to be installed, concurrent with, or just ahead of, urban development.

Page 38

DRAINAGE STUDIES

In the City of Sacramento, the watersheds or "basins," are the service areas of its separate and distinct drainage systems. The largest of these watersheds is known as the Combined System, which collects both stormwater and wastewater, and carries it to the regional wastewater treatment facility in Elk Grove. The rest of the City's drainage systems collect only stormwater, and discharge it to the nearest river or stream.

The City‟s Department of Utilities has conducted Drainage Master Plan studies since 1993 on these basins. The objective of this effort has been to identify and quantify flood risks within each drainage basin, and to identify cost-effective drainage improvements that will bring each drainage system into compliance with the performance standards established in 1993. At this writing (2011), Drainage Master Plan studies have been completed for roughly one-half of basins in the City. The completed studies are listed below.

Basin 5, 8, 19 and 96 Master Plan – June 1996 Basin 10 Master Plan - February 2000 Basin 11 Master Plan - December 1997 Basin 12 Master Plan – March 1999 Basin 13 Master Plan - August 2001 Basin 14 Master Plan – August 1997 Basin 15 and 16 Master Plan – December 1997 Basin 17A and 17B Master Plan – June 1997 Basin 20 Master Plan – November 1993 Basin 22 and 108 Master Plan – November 2003 Basin 23 and 26 Master Plan – September 2000 Basin 25 Master Plan – February 2007 Basin 31 and 113 Master Plan – May 1999 Basin 35 Master Plan – November 2004 Basin 37 and 43 Master Plan – April 1996 Basin 51 Master Plan – August 2006 Basin 52 Master Plan – May 1996 Basin 54 Master Plan – April 2008 Basin 61 Master Plan – August 2001 Basin 62 Master Plan – January 2004 Basin 64 Master Plan – September 2006 Basin 67, 68, 69 and 139 Master Plan – April 1998 Basin 83 Master Plan – June 1992 Basin 95 and 109 Master Plan – June 2004 Basin 101 Master Plan – June 1996 Basin 115 Master Plan – July 2006 Basin 117 Master Plan – February 1998

Page 39

Basin 144 Master Plan – February 2001 Basin 151 Master Plan – April 1996 Basin 153 Master Plan – April 1992 Basin 155 Master Plan – October 1997 Basin 157 Master Plan – September 2007 Basin 158 Master Plan – September 1997 Basin G206 Master Plan – December 1999 Basin G207 Master Plan – April 2006 Basin G208 Master Plan – July 1999 Basin G209 Master Plan – February 1997 Basin G252 Master Plan - March 2000 Basin G258 North Master Plan – June 2003 Basins G269 South and G273 Master Plan – November 1996 Basins G248 and G249Master Plan Drainage Study - January 1998 Other watershed studies based on individual streams are listed below that are not listed under the County section: Magpie Creek Diversion Drainage Study – Brown & Caldwell - May 1985

Magpie Creek Floodplain Analysis – David Ford – November 2001 Historic Magpie Creek Memo and Magpie Creek Supplemental Analysis – David Ford –August 2003 & June 2005 Arcade Creek Watershed Plan – June 2003 City-wide Letter of Map Revision – Wood Rodgers – October 2004 Sacramento River & Morrison Creek Letter of Map Revision – Wood Rodgers – November 2006 Morrison Creek Letter of Map Revision – Wood Rodgers – September 2009

STORMWATER AND WATERSHED MANAGEMENT

Stormwater and watersheds are managed in accordance with County Standards, including:

 Volume 2 Hydrology Standards, 1996 [www.saccounty.net -search: volume 2 hydrology standards]  Improvement Standards, 2006 [www.saccounty.net -search: improvement standards]  Floodplain Management Ordinance, 2007, County Zoning Code [www.saccounty.net -search: floodplain management ordinance]

Page 40

 County of Sacramento General Plan, 1993, and as currently being updated [www.saccounty.net -search: general plan]  Stormwater Quality Design Manual, 2007 [www.saccounty.net -search: stormwater quality design]  Sacramento County Code, 2008 [www.saccounty.net -search: county code]  Local Floodplain Management Plan, 2001 for Sacramento County was replaced with Multi-Hazard Mitigation Plan, 2004, Chapter 6.1 [www.saccounty.net -search: hazard mitigation plan]  Title 1 and 2 of the Sacramento County Water Agency Code and the Zone 11 Fee Plan, 2004 [www.saccounty.net -search: zone 11]

ATTACHMENTS

A. Watershed Boundaries with Calculated Areas B. Stormwater Impact Adjustment Map (Activity 450 SMR) C. Watershed Master Plan Impact Adjustment Map (Activity 450 WMP) D. City Of Sacramento Map Of Drainage Basins E. Existing County Detention Basins

Page 41

Amador County Watersheds El Dorado Co. Watersheds Cities CITY OF ELK GROVE = 42 sq. mi. = 57 sq. mi. = 643 sq. mi. = 227 sq. mi.

NEMDC TRIB 1

ANTELOPE CREEK EAST ANTELOPE NEMDC TRIB 2 SUNRISE CREEK SIERRA CREEK NEMDC TRIB 3 DRY CREEK CRIPPLE CREEK LINDA CREEK NATOMAS BASIN DIABLO CREEK MARIPOSA CREEK EAST NATOMAS ROBLA CREEK BROOKTREE CREEK SAN JUAN CREEK ARCADE CREEK SOUTH BRANCH

ARCADE CREEK FAIR OAKS STREAM GROUP MAGPIE CREEK WILLOW CREEK DATE CREEK COYLE CREEK 14 sq. mi.

VERDE CRUZ CREEK MINNESOTA CREEK ALDER CREEK

HAGGINWOOD CREEK CARMICHAEL CREEK

CHICKEN RANCH SLOUGH BUFFALO CREEK NEGRO SLOUGH

STRONG RANCH SLOUGH CARSON CREEK CORDOVA/COLOMA STREAM GROUP COYOTE CREEK 40 sq. mi. SLATE CREEK HAGGINBOTTOM SIERRA BRANCH BOYD CREEK See City of Sacramento LITTLE DEER CREEK Drainage Basin Map MAYHEW SLOUGH MANLOVE MORRISON CREEK 15 sq. mi.

CREVIS CREEK

FRYE CREEK 5 sq. mi. ELDER CREEK DEER CREEK FLORIN CREEK

GERBER CREEK ARKANSAS CREEK 6 sq. mi. UNIONHOUSE CREEK LAGUNA CREEK STRAWBERRY CREEK

WHITEHOUSE CREEK

COSUMNES RIVER WILLOW CREEK (MIDDLE)

LAGUNA CREEK (SOUTH) ELK GROVE CREEK

BEACH-STONE LAKE

NORTH FORK BADGER CREEK BROWNS CREEK

HADSELVILLE CREEK

BADGER CREEK

WILLOW CREEK (SOUTH) COURTLAND GRIFFITH CREEK

ROLLING DRAW CREEK SKUNK CREEK DRY CREEK (SOUTH)

DEADMANS GULCH

HEN CREEK

BEAR SLOUGH GRIZZLY SLOUGH

NORTH DELTA

Watersheds Area (Sq. mi.) Watersheds Area (Sq. mi.) ALDER CREEK 11 HADSELVILLE CREEK 18 ANTELOPE CREEK 2 HAGGINBOTTOM 4 ARCADE CREEK 10 HAGGINWOOD CREEK 1 Date: 6/15/11 ARCADE CREEK SOUTH BRANCH 3 HEN CREEK 7 ARKANSAS CREEK 7 LAGUNA CREEK 33 BADGER CREEK 17 LAGUNA CREEK (SOUTH) 51 BEACH-STONE LAKE 63 LINDA CREEK 6 BEAR SLOUGH 4 LITTLE DEER CREEK 2 BOYD CREEK 3 MAGPIE CREEK 6 BROOKTREE CREEK 2 MANLOVE 3 BROWNS CREEK 13 MARIPOSA CREEK 1 BUFFALO CREEK 14 MAYHEW SLOUGH 5 CARMICHAEL CREEK 4 MINNESOTA CREEK 2 CARSON CREEK 11 MORRISON CREEK 54 CHICKEN RANCH SLOUGH 6 NATOMAS BASIN 41 CORDOVA/COLOMA STREAM GROUP 3 NEGRO SLOUGH 0 COSUMNES RIVER 71 NEMDC TRIB 1 1 COURTLAND 5 NEMDC TRIB 2 4 COYLE CREEK 2 NEMDC TRIB 3 2 COYOTE CREEK 7 NORTH DELTA 156 CREVIS CREEK 9 NORTH FORK BADGER CREEK 16 CRIPPLE CREEK 7 ROBLA CREEK 8 DATE CREEK 1 ROLLING DRAW CREEK 2 DEADMANS GULCH 14 SAN JUAN CREEK 2 DEER CREEK 41 SIERRA BRANCH 2 DIABLO CREEK 1 SIERRA CREEK 3 DRY CREEK 6 SKUNK CREEK 11 DRY CREEK (SOUTH) 31 SLATE CREEK 1 EAST ANTELOPE 2 STRAWBERRY CREEK 9 NORTH DELTA EAST NATOMAS 3 STRONG RANCH SLOUGH 7 ELDER CREEK 12 SUNRISE CREEK 1 ELK GROVE CREEK 6 UNIONHOUSE CREEK 3 FAIR OAKS STREAM GROUP 12 VERDE CRUZ CREEK 2 FLORIN CREEK 4 WHITEHOUSE CREEK 2 FRYE CREEK 2 WILLOW CREEK 24 GERBER CREEK 4 WILLOW CREEK (MIDDLE) 1 GRIFFITH CREEK 8 WILLOW CREEK (SOUTH) 6 GRIZZLY SLOUGH 2

Department of Water Resources Folsom Lake

Department of Water Resources

Area Sacramento County Regulates = 777.30 sq. mi. N City of Sacramento = 99.67 sq. mi. Stormwater Management Regulation City of Rancho Cordova = 33.41 sq. mi. Impact Adjustment Map City of Elk Grove = 42.15 sq. mi. 0 8,000 16,000 32,000 48,000 64,000 Activity 450 Feet Area of all Watersheds affecting Sacramento County = 1153.14 sq. mi. 1 inch = 8,000 feet GIS By: Stephen Lai City of Citrus Heights

Folsom Lake

Natomas EL DORADO CO

a e r City of Rancho Cordova A City of Sacramento l a

ur t l u c i City of Elk Grove r AMADOR CO g A

y n t o u C

h t u City of Galt o S

City of Isleton

Department of Water Resources

Exclusion Area = 681.78 sq. mi. ZONE 11A = 140.77 sq. mi. N Dry Creek Watershed ZONE 11B = 92.01 sq. mi. Final Dry Creek (Placer) = 76.51 sq. mi. ZONE 11C = 43.02 sq. mi. Impact Adjustment Map El Dorado/Amador Watersheds Watershed area = 1153.14 sq. mi. Cities Activity 450 City of Sacramento = 99.67 sq. mi. Areas are mutually exclusive, except for the cities 04,000 8,000 16,000 24,000 32,000 City of Elk Grove = 42.15 sq. mi. Feet City of Galt = 5.41 sq. mi. 1 inch = 8,000 feet

City of Folsom = 22.52 sq. mi. GIS By: Stephen Lai B R MONTAGU E K ST VAN Y R P D A E

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L 10TH AVE V

1 P D D

2 R S A 4TH 6

A H R

H T A A

1 VE 1 Y O 2 5 J A R T U

P O

H T R A D R A S A V S A

E I M P H J N 0 11TH AVE B A O C

D T

T N

T W P E 5 !º R A AVE B D K N 3 11TH AVE L

b" R L T A C

R S 1

A 11TH AVE A ERRA DR E

5 NB U

S O

M E

L City College D G

Y

N C

T N H E A A 12TH AVE 12TH AV 6

W T

W T

T

W E

W

V U 1 RD eservoir 5 E

A A V

8 5

R A A C Y G H D 1 WAY D V T 2 OND

T T L RAYM

E H A L H N R 5 H 13TH AVE BAR WAY T ASTLE 1 T A C V O

V Y R E T

L

12TH B AV E

N A E

S 3TH AV E 1

O T U G249 A

L S AV 43 N V

D I W

S E S S R T Y B L 14TH A AVE E 14TH Y

T U C 14TH AVE P S T T W

B C N N

S

S

O

I CLIFTON RD C

F T

H

L

T

L T F R O F

1 S

E E

R

I T

T W

A S

T W 7 S

T R A C 15TH AVE N 1 T 7 V WAY L

S A

Y C C

E D

O I A 4

L H A

G D AVE

3 R ERE R A A W L LVED E WAY

V N A

T N E

A F B Y N P

C I Y

Y C A R A A Y M E

P K V

S T

B E 15TH AVE T C 2 A

P 3 L D I

N I H

R INGTON AVE S

L Y U T CARLTON RD M L

I N N L

L 3 S I 16 S

E 7

V E W

P A F A R

A R E I R R R S H

Y I

I A N V X L A E

E T D R

C A T W D E AVE N R

16TH A O T T O

T K S

C A D

D V 7

V F A N

T BR S

B A W

B B R

A S

E

S

T A E U F A A 4 M

L 16TH AVE O IND WAY 1 AMADOR AVE

Y T R 3

S L

N D

E

P

V S

7 T E

W 17TH AV D

U V 6

2

J S O S

B A

17TH AVE R E T

A V S D A 2 T

D L T N

R M L D R W O V D N SUMMIT WA 1 S V

R Y

T

S S 2 O D

R L O R VE

O 17TH A BUTTE AVE Z A

5 E W T 8

R

E D O

S 3

R ITE AVE 18TH AVE

D H YOSEM

H H

N H

N N M N

R S

S 4

E

D A

W S E T A T C O EL E C S I T E V I

V L D U A V V 4 Y N S 5 U U H T H

O W E S T T T ALPINE AVE

2 18T S H AVE

I O T 6

T A K T

T N

T 3

1 3 A

R T N S E R

R E R C

D V O

D R S

R I S S 8 L O T

R L D A T Y V D R E N

R E S P 18TH AVE

E

H

L 3 6

A

A I S

R AVE I

D PARKER C

A

H H H

A E R N H

E O O E G D L

V P C T

AVE W

A 3 19TH 2

D V H T L T T R

T R

T T H

L D 8 Y W D

W S 1 2 O 66 I

E A 5 T

8 B 6 7

T E O

E S T G

A R A AR 2 T NAPA AVE

U

7 L

C 0 O

7 T H AVE S 7 G272 G T A R A T 19T

I H 9 I PR T C IL H D 20TH AVE A E S W C W A N V N

A H H

C S K I N E C Y E 6 I K C D B W H

Y I A 5

A M T N L T E R A

W B T

A R H 5 AC M L P R S S O R M 19TH AVE A I T T

0 MARIN AVE A A A I T E 22 AY 4

W 6 T Y N T

C A T AVE

W ROOSEVEL 6 S P B D S T 8 C R V M 21ST AVE J 96

H A N E 21ST AV S T V A A 5

A A E V E N A C E B R T C Y E H T E O A 20TH AV

A V H

W S T D M I

R I AY S R

A C A T

2 R 1 7

I L T A Y

O 5 B

6 S 6

F 4 T C H ER AVE 19 E A

R A BAK 20TH AV L W 22ND AVE R T AVE

H 5 21S T 41 N U D D E

H AV !( O 21ST

A S W

A H 4 AV E W E Y Y Z !( R E T 1ST

V W 23RD AVE 2 4 T O A A

E O 6 23RD AVE E E D T

A 3

2 C E B R

V T 6 L W A R R T S R E Y

E V

Y E M A L

D D R H R D O A

N ATLAS D

T D T N A 21ST AVE 23RD AVE D T E N D U WA V A A O Y PERRY AVE E S W R

O TH AV D

N

TWOR A U WEN IA W A T V TAC Y AVE T M S S E W

A E O L D O A O

2 R

1 E

D S D E V 4 T Y N

K A I N V 66 S I E Y

P R

T S O

I 6 A 22ND AVE E

W N R A Y O C OR S U INYO AVE M Y !(

K T I R S T

A F O N I T ANITA AVE V 2 VE

A I 24TH A O R T A W S A T A PHYLLIS S

H

A T 4

Q D C S I N

T L T O W

W P

N T H C I G A E O E W N C G E A A S

O ID I L A T

R P R Y AL U

E N

A C V W I E A D R X R RERO WAY L O D POT A H O R

25TH AVE A E Q

M L Z S W M C R J 25TH AVE 24TH AVE A O POWER RIDGE RD R SIERRA VISTA AVE L B

T 2 R A W A O WAY O 8 ITCH S D IB C 37 REHOUSE WAY E T DEBBLE D C T E C R H M C B VI W !( 41 RG IA N I A IN T

Y W 43 E E R R V E O A D ALDIS WAY R B A E R A Y H 5TH AVE V A !( Y W 2 H A Y V 25T A 2 N A C

A L W W K 7 W N WA L O T D HARIA Y V L C CK TH A A EDE A 26 4 O 2 B A T H W R Y Y

R Y Y 9 E

Y 5 T A IRVIN 26TH AVE T S W R E AY TH AVE W V A 26 Y P VANDENBERG DR P A NOONAN DR A T 4 H S

E R R A 26TH AVE G H A R IC

W M H 8 Y A D

Y W E G

W T D

T &

E A R L

Y R

A B

Y

R

T D

O H N

4 T

E R E Y

A VER WAY D 19

STO A

D T

S

W L

R

Y W 8

H N A WAY 3 D S

T A

N Y V M NNADY LN Y E I A

Y I

E AVE S

N L 27TH

A

T W 8 R W

A K T A R

E C L

L V T A

A

A

Y Y

N

N R 5

S S O

56 A U C

W

I E T

R L T

L B

E T T

D W W A T O

Y M D S

E T

O AVE O O

W 27TH O I

M W

!( I H E L

H

B V

SOLEDAD A S O

S S D

L

D A

O

R

T I

L

W E

56 H S

T

M

T S R O WAY D T

D OKE

E

A I

A C O I

TH AVE L

G

C

29 L

T

H Y O

W K T

I R

S S

R E A

T N

T

T L

T Y A

R L

I D

S C T A R

B R

A

T

C

R E

G252 I N OREGON DR A

A E A

N I C

A R

H AS E

0

E H V PLE S E R N

AVE N H 28TH A D

L O N B D W AVE

L 8TH C 2 R

M A

7 A

L A R

T M T

S W

O R A

AI N M

K W

N A

A

N

N WAY P O

GHT E

7

I 6

D T T

L H N

Y N S

S R

AVE S LUCIO LN U 28TH

A

O

C 5 5

A ARVILLA DR E L

S E

E L E O E

L N G CT

A E W 104 L

L H 37 SE AC R

R A I H E MA J D S I S C 5 C

N F N

G

K

I H A NEVIS CT SHIRLEY DR A C VE Y I R !( A R D

M R

E A

U

D V

Y V

Y O W

Y H T 32ND AVE S ITC

A E

A

T

Y

A Y

R D D

A ST

R OUNG

E Y

T Y

AVE S

33RD T

A A S L S W A

E R E W M

E A A

T S

I D IDGE W ITR W S RU M

A T F 5

H

32ND AVE W

A W A

C FERGUSON AVE A

M S P

C I M 5

A

W

O S T

A A T

S T

A L R P

Y R D I ST I O

A L T

T G A N A

T A S O C E

R

6

A

VE T D AVE

N B

R

S

34TH A S 33R

I

D

E N R L

L R

S H

H N AVE

N L

Y ND AVE S LUZON

A 32 O DR E

A

S S L 6

V N

N C

W O E T L E

F P D N D R

DR H O

G O

CLAUDIA T

A T

H

E T A H

D P W O E L S

Y DR T A

L ENTLE R O

3

BR E

D

O

T N 8

C D

S

R O

F Y T C R

L G T

M

M T

M

I W

5 S

6

A I

2 D N

A

J S 1 AVE

AVE M OSAGE

O 5TH 4 R

R 3

A W

E W N

3 T

I R

O

A R R

A Y

7

Z D

6

S K 3 34TH AVE 33RD AVE B

N WAY H E

K H T E O VALDEZ AVE I

3 104 R

A O C

4 A

O 2

T A E 3 R C H Q T

P A A Y R C

!( C

V T

M N AVE K

E C 9 ST HWE T I

A UT 116 L

A

D SO

L 26 AVE G260

I M SEN DR IFE AVE P UNSWORTH

E R L N S 3 A T

L J A

L S

T I R E J

K

V A

O

E C 34TH AVE I E S R L 35TH AV

3 J

H E N 37TH AV P P 5 CWTP

T AV 34TH AVE B

T H D VE & H A O 3 W 5 TH R R T 6 9 3 T H Y UMBRIA AVE

I S O 5 T Y 35TH AVE 9 37TH AVE S T AV H LO E 36TH AVE C E N N M 7 D T

A E I O E Y C O N 26 25 DEMETRE AVE S W

D D O T S K H R GORDON DR V A L !( DITC !( N

W E AIRPORT E L

R A

S U R ERNANDE

S

K F I

A L A STE Z G

L VE D 36TH A P Y H E R

L Y E A T IN 37TH AVE

G G D WAY AVE A N

T T W K RMAN H W THU T I E C S E A 8 L R R T W E

T T R E 3 116 AL

R I M DE

N O L I S

COUNTY E

S R

V A

T S

I 8 I H D S

W A W Y !( AVE

O N A

D

H E Y T 37TH AVE A 3 B R

L 8 S

A Y Y T V

L Y H 37TH AVE H SIENA AVE H

H A A R

E S A

T V

Y S ON D

V MCMAH 38TH AVE L O O THYS CT

W T E E

W W D

A Y

T

H E

Y A E

N D S

W

L O

T 5 L

I

A 8 H AR AVE N N CKELL

N M T G250 A V

D I I L

V 6 I

I F

O C

6 T

T T

L K T Y

7 N

N M EEK Y S ORRI CR SON A

LANTANA AVE P N A W O

I U

C E

N L

4 S VE

S 6 39TH A S O S K T A E H E

L

B

2 1 1

E E

A H

W C R A

E H AVE NA AVE 4 39T GALE

6 D G Y L C R 40TH AV G E 38TH AVE D A T A T L K I R E L 40TH AVE D L W 38TH AVE S I N D OTELLA DR I 8 R

T D E C H UNNAMED RD U T V !( 40 H C 4 39TH AVE T A 88TH H

O 1 M V T E ST R GER CREEK D A 9 H T N B VE U R

S O S

N KITCH 6 GIFT LN

NER RD D Y S A

M T N V 51

I H

Y L R L

U A

T WAYNE CT A

4 P 2 B J ND A

AVE ATHERTON ST 40TH 0 AVE

T O W

N 4 LEMON HILL AVE S R D A D

43R C 41ST AVE I

OOLBR C T E ITH ST R P E R V M LI P A Y

C 43RD N A G D 25 D 63 65 V KWAJALEIN ST D R E A D R ENCINAL AVE 42N O 43RD AVE AR J A D KY !( I R AVE AV 44 IC V O S W BR O L ON HILL CREEKW E LEM

L R !(

H AV P T E

I L E K A R N 41ST N LEMON BEL 51 ST W

STODDAR E I C SANTA CRUZ S R D ST M I D T V D C Y R EST F G R 23 AVE R

C H 42ND N C O G T O !( A R A E D E A I A FR 4 O A 23

V A I K Y T RN D N R !( S R 3

L U A Y C R S R W N C O R L N S L R

E 43RD AVE L

E W T MCALLIST H EL PARAISO AVE 96 W ER AVE R D

W I R K E E U E H I R

R A O

W A A N

L N T O N A T !( D

L T A D

N P R A E I Y D H D

W M B WAY

O N T ECK V 7 E A O Y P R R

A A R S

E T P HILTS AVE AWA ST N

C OKIN K Y

N T A HOPK 3 INS S T AL

S H D T R N Y E N OR A V F IG D D S VE V

Y E 3RD A R

E P 4 N

O S

B

E

I T R

V D M E

W N I S

Y

E U X

N A

D

R R

R Y R

H H U

A E I D A R

T

T E P

L A R

A

Y

I Y G 4TH AVE D G A A 4 T

D BLAIR AVE O Y

A

O WA

K R

D A

A W Y R F A R V H IR O C R C O C R S W T S D

E 3 N AN R

A . T G

O A

N T O

E D D E G253 L

T A A 4 E

T W X U C V Y

3 E N

E E N C H

Y A 147 T U O

Y N Q V C W I E

A S U K 1 A S A

T A T Y N N S 97 !( S

G R I R I

W R R R C B WAY T A S

D P W 5 O

N N E THIERY S T RD A I S N L E AV E S T RA

K T E E S

I R O R L R T T A T 4 L B APIS R N R E 45TH AVE 4 45 P C D F I

A N

I R S R 147

R E P A R H

S S E

6 U N S O I O W G E O F S Y T B L R E AVE

F S K A G254 S

L A A E U T T U

T H

4 W

A L H R Y W 7 U 30 L T W D Y T H L

W S

T T U Y A N H R H R D B

A A L A U

D 5 S O A A 5 I IR W C V V 97 AV G I E Y W O

I M

T 6 C C R A R E 2 O R R L I 47TH AVE N G E R SIDE I E E !( D

Y E L E 148 R R T B M E D Y R HO S LI C RD S A PICO WAY R L A RANCHO !( O E R C EEK K V R CR D K T ELDE R H A A VE R L TH A L DR

W 47 I F W I T R

R S E

VE L E T BERG A N

E A O A

R L C

W AV A H

Y S R G E WAY G NMAR X B H T A I 47T A

A O S T C M V

H D 4 S S E Y C P O E

CR M I 8TH AVE A A S E T O D G261 I I D HA DR PRAIRI IN I A 27 Y JUARES CIR

U R L E E

R 70 L IR H E N H A C L T R O !( O E 48TH AVE Y 48TH AVE O O FR V A

T SITTON W L G !( N H T W

S T VALLECITOS WAY T Y

I O A Y KIESSIG 6 E WA

R CASA DEL EST Y L L N O

A 65 A S

N 4 Y W S U W D

O R G

S A

!( D

W A D

49TH AVE AVE D T

D L 50TH L 44 N

H G258

A L

W K C H Y R O

L R E A

110 A Y E O I A L N E

O S CIR A R 50TH AVE 3 AY LN

I A TOK

E

R W S A T

B H O L C

O R A W W

G D AY 6 48TH AVE I

IN 100 D W

T D

A

M C T T P R G259 W LA GRANDE BLVD 27 P P

R 4 N

R S !( MANG R N 110 S N

N 148 H S R 7 A E E A A R U E

E CO U B T R

M 3 R D R !( V Y 4 O N C Y

G AVE H V Y A H T A E A LINI W

0 T BEL E A H

100 E T G A E E A

N A A N R W T S D N CREEK DR

N R A S MORRISO E A C I C EL R I R 50T T T Y O

R R R S S V L WAY H V

E 4 A N I I E 1 9TH AVE R W O O

Y U 4 O S V T

E H A V L W A I D K L L W I G S A 4 E V E A G V D FOWLER AVE T

Y A

E P M H T S Y AVE

E R N S BERR

A E L A T 70 W E O 1

B S W E V T T 5 R W T L Y C W 112 C E S AY I N W 47 V 22 W E R

E A

B R A S D O T H Y 51ST W R D I S N

Y R

D L B A T O !( I A A W E

!( Y T T E T A

Y D H A T O R F S M Y T W T D

E I A D S R E 5

A C

W S N

T B O A C I S Y A A R L Y E I L WA

K T 7 W 1

K Y W L O N 0 R T RIZA AVE

K W E T E T O D M A R K H C W R S LA

S E

S C A W O 5 E L V W I 2 5

W T A E 5 E N E

112 D D R VE ES CR N E D A E O

W C 51ST A E A D

N O S D A A O N R T D AVE I S W RSHAM 4 F C WO U T U A N 3

D R E

A B L A AL N Y M I C I C K 52 O Y E O ONIFI 2 H E ET H N E V V S A W H P A O W A R OVANA CIR C A A L R A R

Y I N

N N

L T C N D T C 5 O H B A I O RANC U T R V O E CH U B E E L D N T

A I I

R ZA D D C P W Y IT G W RI S N HEL WAY W R E A L E T

R K E AVE Y W

K S R R A S T CUNY O E U R W A G Y B F P V A I L S D SA R 52ND AVE N W I B R A

T R I D S O C. ON AVE ATT FLORIN P R R D E G

W E

S P I E HA N AR R 50 C A C S 5 H S

E D A R T Y E V U D V L O AVE R D H Y WA N E A O R AVE N N E EDINGE K R G I W A

R A E N AY R

D S

W N A T I R G N D A K E E H E V R D AVE M 50 Y C O A A I 53R H E G262 E O NGSTON

U Y § OOD DR O

V R NW E D ¨¦ R

A R W U

O I B M CANAL L A

C U !( R Y E L N F L

A I 30 F Y Y W P R R R R D CHEVY B E D A R E C R O C 52ND AV K I R D A W

A T A A

W V H R N

C 53RD AVE H L !( 22 K 47 W A T O T L S P E AY NORTH PKWY Y O I W V IT S W TIERRA ARBOR WAY

E E E

A R A W º K E

W !

S R W E L !( F S K Y R A T I

L I P S " P b E 24 A K O

A E I AN CLEMENTE AVE A E T S W 54TH TOY AVE A L D R V L V E N F

W E

Y V I A R

W E A Y S !( E

E A W A Y R

W G T E U C F

E R V P A D Florin

W A D 99 Y R A T M

B L W T B C E Y P R A Y W E Y C R 39

T IR G W O K

A T EN AVE C I S SARAZ

MONTE VIS S I

T Y A O D W K 63 R M R W O PLANET P I AMONT A H A !( N L S A N C R R N WAH AVE §Y V A E A G264 O

A G ¨¦ Y AVE W B

A 56TH Y C Reservoir W E CI E I G

A T

R RK A I O B S T IT E N N

B Y LI L A S Y W G

T H R S N U L P H K C R

S N T T

I T V K L T O WE O R O 55TH AVE T U RO P T S

Y Y T T I ST WAY

B O TIERRA EA

T W A A A T A R P IGUA Y R W E S NANCY LN IL O N D H

R Y P

WA T N S 5 T L E S Y 6 Y S M K G A N Y W N I

E U DGE

C D L TONEHE W R A W K 1 ELITE DR 2

R I S K W S WEYAND AVE R

G R H S N

A R I S 2 E W P K ST L R I V B

BR D V A A K TH W D T EW E 3 HING 65

S ER R A E P I TIERRA GLEN WAY T I O

ER VER W U Y I A A C N R A E B Y U

V E Y T A 2

E 7 R C W N Y D L IR A D

H L

R R A E S N T A A W I

2

D O K R T Y G

N A T R AVE S W E R LORIN R L R F BOGIE D C B Y A W Y O

D R

O W K Y R 56TH AVE CLUBHOUSE DR D K T G E S Y

DA A N R Y W R RIVER O R P A W A W O I W S H E

O 3 W S R I F 57TH AVE Y R

A D A E S R R

V A N W

R K

Y 94 E Y B

E D R E 94 U Y

L D A T V 5 E

A D W WINN

E A R Y C ING N Y 8

WAY G263 D B N K T R D

H D R I I W N K S H D R R A M U R Y !( T R W R N D Y A S W A L R R

A T L

O I A E

E P R

VERT E AVE E REE VERNA MA F W C H W P T A AY R C V I

W R U W O T T R D I U K E A E L G B P W

S N Y L R

M P O A K A

E G

C N

24 B Y R R U Y W L H E E T C R K N E P

R Y M EKA AVE N H A YR E I A N I O V K E

1 E P TT

E

P O O E Y R R U 3 D U R T D R R T Y N P

I T E H R C C I A E O 39 O E D

A G I E Q

N H D G V T

P A

O N N HAPPY O 4 V

C

W N B G

R Y D T

T C R B H R

M R

O O U A W I S

A S A R

W L

H E PALOMAR I S BAIER WAY R R

A W T C W M D U T U

M U DR B L I R TTY LO

S AY D W I A BE E A

O L

S E N O L S W Y I 5 E

U L Y A A AARO H

N L C T G255 T I N A W R I C

H W L I

L E D K AVE I LOC L A R I L U R A S N D E Y L X Y E A G Y T N P EL N Y T ENCA T O O

AY NT W A W SL

A

L R

O T A C I

Z R L F V I R RI E N W L W A Y S AY L A Y R R Y H Y R E P S Y D DR D G H D FAIRWAY R W W O O M E E O M RT VE D D OVERN A T S E A T 59TH A D M

L V C

K R E

I S C

A R

R C R N H R S N

O V W AN CIR C U I B I L

A Y R L

I T T I

L DR A A E I R L I A M E B CE

R

D 0

S R Y R R CASSIERI

E O Y C E E R C

H 60TH AVE S F

2 K C R D

A O O FLAMINGO WAY

W F EN F P

R A C T I R W M

E Y C E

I R IV E L O L U

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