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HomeMy WebLinkAboutMINUTES - 05021995 - 1.3 TO: ' BOARD OF SUPERVISORS FROM: J. MICHAEL WALFORD, CHIEF ENGINEER DATE: May 2, 1995 SUBJECT: APPROVE ADDENDUM #2 TO THE FINAL ENVIRONMENTAL IMPACT REPORT FOR THE SAN RAMON CREEK IMPROVEMENT PROJECT (Chaney to Livorna Roads) Project No.: 7520-6138562 SPECIFIC REQUEST(S)OR RECOMMENDATION(S)&BACKGROUND AND JUSTIFICATION I. Recommended Action: APPROVE Addendum#2 to the Final Environmental Impact Report (FEIR), County File #PW 85- 55, CP #92-84, CP #95 29,(the custodian of which is the Chief Engineer and is located at 255 Glacier Drive, Martinez), ADOPT the Mitigation Monitoring Program for the San Ramon Creek Improvement Project, FIND that Assessor's Parcel No. APN 192-011-044 is needed for drainage improvements on San Ramon Creek, DIRECT the Director of Community Development to file a Notice of Determination and a Certificate of Fee Exemption: De Minimis Impact Finding with the County Clerk, and DIRECT the Chief Engineer to arrange for payment of the $25.00 handling fee to the County Clerk. II. Financial-Impact: Funds for acquisition of the additional property will come from the Flood Control Zone 3B funds. v Continued on Attachment:X SIGNATURE: W V ^^ _RECOMMENDATION OF COUNTY ADMINISTRATOR _RECOMMENDATION OF BOARD COMMITTEE —APPROVE —OTHER SIGNATURE(S): ACTION OF BOARD ON -M a�,,r a�)c cj s APPROVED AS RECOMMENDED OTHER_ VOTE OF SUPERVISORS ✓ UNANIMOUS (ABSENT ) AYES: NOES: ABSENT: ABSTAIN: PD:jig g:\Design\BOS02a.t5 I hereby certify that this Is a true and correct copy of an action taken and entered on the minutes of the Contact: Paul Detjens, (313-2394) Board of Supervisors on the date shown. Orig. Div: Public Works(Design Division) ATTESTED: Cl 9_15- cc: cc: P. Harrington, Flood Control PHIL BATCHELOR,Clot of the Board County Administrator of Supervisors and County Administrator Community Development Building Insection By ,Deputv County Counsel ADDENDUM#2 TO THE FINAL ENVIRONMENTAL IMPACT REPORT FOR THE SAN RAMON CREEK IMPROVEMENT PROJECT Page 2 May 2, 1995 III. Reasons for Recommendations and Background: The Addendum to the FEIR for the San Ramon Creek Improvement Project will provide for the acquisition of an additional parcel (APN 192-011-044) to provide for adequate drainage improvements on San Ramon Creek. The Addendum is consistent with County policies and does not lead directly or indirectly to significant physical changes in the project, nor does it alter the adequacy or the completeness of the environmental impacts and mitigation measures identified in the FEIR. Therefore, an Addendum to the FEIR is appropriate to address some changes or additions to the previously certified FEIR. Upon board approval, Addendum #2 would be attached to the FEIR for the San Ramon Creek (Chaney to Livorna Roads) Improvement Project. IV. Consequences of Negative Action: Without approval of the Addendum to the FEIR, adequate drainage could not be provided. cc: County Assessor County Treasurer-Tax Collector County Auditor-Controller V.Germany, Design P.Gavey, Real Property Flood Control Engineering Accounting Engineering Services CALIFORNIA ENVIRONMENTAL QUALITY ACT NOTICE OF DETERMINATION CONTRA COSTA COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 651 PINE STREET 4TH FLOOR NORTH WING MARTINEZ, CALIFORNIA 94553-0095 Telephone: (510) 313-2296 Contact Person: Vickie Germany, Public Works Dept. Project Description,Common Name (if any)and Location: SAN RAMON CREEK IMPROVEMENT PROJECT ADDENDUM #2: The project consists of acquiring a parcel at 1411 Livorna Road (APN 192-011-044), located in the unincorporated town of Alamo, in order to provide for the channel improvements identified in the Final Environmental Impact Report (FEIR) for the San Ramon Creek Improvement Project. The parcel is approximately 41,817 square feet and irregularly shaped; however, because of the San Ramon Creek bed area and the steep east and west bank of the creek, the usable site is about 20,908 square feet. Only approximately 14,000 square feet of the site is usable beyond the offer of dedication. The house located on the property is a three bedroom, two bathroom residence (2,342 square feet), approximately 49 years old. The project was approved on Pursuant to the provisions of the California Environmental Quality Act: An Environmental Impact Report was prepared and certified. © The Project was encompassed by an Environmental Impact Report previously prepared for the San Ramon Creek-Chaney Road to Livorna Road, County File #CP 85-55 (January 1986). A Negative Declaration was issued indicating that preparation of an Environmental Impact Report was not required. Copies of the record of project approval and the Negative Declaration or the final EIR may be examined at the office of the Contra Costa County Community Development Department. © The Project will not have a significant environmental effect. Q The Project will have a significant environmental effect. Mitigation measures were made a condition of approval of the project. A statement of overriding considerations was adopted. Findings were adopted pursuant to Section 15091 of the State CEQA Guidelines. Date: By: Community Development Department Representative AFFIDAVIT OF FILING AND POSTING I declare that on I received and posted.this notice as required by California Public Resources Code Section 21152(c). Said notice will remain posted for 30 days from the filing date. Signature Title Applicant: Department of Fish & Game Fees Due: County Public Works Dept. EIR - $850 Total Due: $ 255 Glacier Drive Neg. Dec. - $1,250 Total Paid: $ Martinez, CA 94553 x DeMinimis Findings - $0 Attn: Janet Frattini X County Clerk - $25 Receipt #: CALIFORNIA DEPARTMENT OF FISH AND GAME CERTIFICATE OF FEE EXEMPTION . De Minimis Impact Finding Project Title/Location: San Ramon Creek Improvement Project Addendum #2. The project is located at 14.11 Livorna Road (APN 192-011-044), along San Ramon Creek, in the unincorporated town of Alamo. Project Proponent: Contra Costa County Flood Control District 255 Glacier Drive Martinez, CA 94553-4897 Project Description: The project consists of acquiring a parcel at 1411 Livorna Road (APN 192-011-044), located in the unincorporated town of Alamo, in order to provide for the channel improvements identified in the Final Environmental Impact Report (FEIR) for the San Ramon Creek Improvement Proiect. The parcel is approximately 41,817 square feet and irregularly shaped; however, because of the San Ramon Creek bed area and the steep east and west bank of the creek, the usable site is about 20,908 square feet. Only approximately 14,000 square feet of the site is usable beyond the offer of dedication. The house located on the property is a three bedroom, two bathroom residence (2,342 square feet) approximately 49 years old. Findings of Exemption: An addendum to the FEIR was prepared and the potential for adverse impacts was evaluated. Considering the record as a whole, there is no evidence that the proposed project will have a potential for an adverse effect on wildlife resources or the habitat upon which the wildlife depends. Based on substantial evidence, the County of Contra Costa rebuts the presumption of adverse effect as listed at subsection (d) of Section 753.5 of the Fish and Game Code. Certification: I hereby certify that the lead agency has made the above findings of fact and that based upon the Addendum #2 to the FEIR, the project will not individually or cumulatively have an adverse effect on wildlife resources, as defined in Section 711.2 of the Fish and Game Code. vironmental Planner (Chief Planning Official) Public Works Department G�b Title: Lead Agency: County of Contra Costa Date: VG:mat cmanramoMdeminims. ADDENDUM #2 to the FINAL ENVIRONMENTAL IMPACT REPORT (FEIR) for the SAN RAMON CREEK IMPROVEMENT PROJECT CHANEY ROAD to LIVORNA ROAD County File#PW 85-55/ CP#92-84 CP # 95-29 Prepared by: Maureen Toms, Planner Contra Costa County Public Works Department 255 Glacier Drive Martinez, CA 94553-4897 April, 1995 vironmental Planner (Chief Planning Official) Public Works Department Title: Lead Agency: County of Contra Costa Date: SIS ADDENDUM #2 to the FINAL ENVIRONMENTAL IMPACT REPORT (FEIR) for the SAN RAMON CREEK IMPROVEMENT PROJECT CHANEY ROAD to LIVORNA ROAD County File #PW 85-55, CP#92-84 CP # 95-29 Prepared by: Maureen Toms, Planner Contra Costa County Public Works Department 255 Glacier Drive Martinez, CA 94553-4897 April 1995 ADDENDUM #2 to the FINAL ENVIRONMENTAL IMPACT REPORT (FEIR) for the SAN RAMON CREEK IMPROVEMENT PROJECT CHANEY ROAD to LIVORNA ROAD County File#PW 85-55 and CP #92-84 CP # 95-29 PREFACE The Draft and Final Environmental Impact Report (DEIR and FEIR, respectively), which includes Addendum #1, evaluated the proposed project which involves the construction of an earth or rock-lined channel between Chaney and Livorna roads in the Alamo area of Contra Costa County. This document serves as Addendum #2 to the FEIR for the San Ramon Creek Improvement Proiect (County File #PW 85-55 and CP#92-84). Consequently, the FEIR for the project consists of the DEIR, comments received on the DEIR, a list of all commenters on the DEIR, responses to the comments raised, Addendum #1 and Addendum #2. The Contra Costa Community Development Department (CDD) is the lead agency for the project, and on 16 June,1987, the Board of Supervisors as the Governing Board for the Contra Costa County Flood Control District (FCD) approved the project and filed a Notice of Determination with the County Clerk. The Board acknowledged that the project would have certain environmental effects and adopted the findings and mitigation measures as expressed in the San Ramon Valley Regional Planning Commission Resolution No. 20- 1987. The Resolution was certified on 27 April 1987. In addition, the Board recognized that impacts such as future land use and hydrology; traffic and circulation; water quality; wildlife and vegetation; geology and soils, and earthwork; noise; air quality; cultural resources; and growth inducement, would only be partially mitigated or not mitigated in Resolution No. 87/364, 16 June 1987. Addendum #1 was approved by the Board on 12 January 1993. CEQA PROCESS The California Environmental Quality Act (CEQA) prescribes that an Addendum (CEQA Guidelines Section 15164)to a previously certified environmental impact report (EIR) shall 1 be prepared by either the lead agency or the responsible agency if some changes or additions are necessary but none of the conditions described in CEQA Guidelines Section 15162 have occurred: 1. No substantial changes have occurred .which will introduce new significant environmental effects not previously considered or a substantial increase in the severity of previously identified significant effects; 2. No substantial changes to the conditions or circumstances in the area affected by the project have occurred; or 3. No new information of substantial importance shows that significant impacts previously examined will be substantially more severe than shown in the previous EIR or the project will have one or more significant effects not previously discussed. In addition, there is no new information showing that mitigation measures or project alternatives which were previously determined to be infeasible would actually be feasible and would substantially reduce significant effects of the project, and there is no such new information suggesting that new mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment. In accordance with CEQA Guidelines Section 15164(d), the County Board of Supervisors shall consider Addendum #2 along with the FEIR prior to making a decision on the project. According to CEQA Guidelines Section 15164 (c) an Addendum does not require circulation for public review but can be included in or attached to the FEIR. As noted in the Preface, Addendum #2 is attached to the FEIR for the San Ramon Creek Improvement Project (County File #PW 85-55 and CP#92-84). EXPLANATION OF ADDENDUM #2 Addendum #2 to the FEIR for the San Ramon Creek Improvement Proiect identifies the need to purchase a parcel at 1411 Livorna Road (APN 192-011-044), located in the unincorporated town of Alamo, in order to provide for the channel improvements identified in the FEIR (Figure 2). In the FEIR for the San Ramon Creek Improvement Proiect, a chute, stilling basin, and rock rip rap are proposed at this reach of the creek (Figure 5). An offer of dedication to Contra Costa County for drainage purposes exists on approximately half of this parcel. However, design refinements to the proposed channel improvements indicate that possible damage to the improvements, beyond the offer of dedication (e.g., backyard and house), were not included in the FEIR analysis regarding the amount of property to be acquired. The owners have recently listed the property for sale. 2 The parcel is approximately 41,817 square feet and irregularly shaped; however, because of the San Ramon Creek bed area and the steep east and west bank of the creek, the usable site is about 20,908 square feet. However, only approximately 14,000 square feet of the site is usable beyond the offer of dedication. The house located on the property is a one story, three bedroom, two bathroom residence (2,342 square feet) approximately 49 years old. The house is typical and is not a unique architectural specimen. Minimum lot size is 20,000 square feet according to current zoning. Addendum #2 is consistent with County policies and does not lead directly or indirectly to significant physical changes in the project, nor does it alter the adequacy or the completeness of the environmental impacts and mitigation measures identified in the FEIR. Therefore, Addendum #2 to the FEIR is appropriate. ADDITION TO THE FEIR This section identifies the language which is added/or changed (bold face type) or deleted (strikeout)to the text and figures of the FEIR (as revised by Addendum #1 where indicated *): P. II, item 4*. Impact: The proposed project will result in the removal of one two additional single-family residences (APN 187-110-006) and (APN 192-011-044). Mitigation. Parcel APN 192-011-044 is currently for sale and may be acquired on the open market. If Parcel APN 192-011-044 is not purchased on the open market, like Parcel APN 187- 110-006, it will be acquired in accordance with the State of California's Relocation Assistance and Real Property Acquisition Act of 1971 (Government Code Section 7260 et seq). p. 3, Figure 2*- Revised to show full take of parcel located at 1452 Paseo Nogales (APN 187-110-006) and 1411 Livoma Road (APN 192-011-044). (This figure is attached at the end of the Addendum #2). p. 4, 1st sentence: The controlling factor in the design is a commitment to avoid or minimize disturbance to improved residential lots along the west bank, including protection of landscape trees at the top-of-bank, with the exception of the parcel at 1411 Livoma Road (APN 192-011-044). See TABLE XIV. p. 8, Figure 5: Revised to show changes to the bank on the west bank, south of Livoma Road. p. 50, 6th paragraph, 1 st line", change: It should be recognized that, with three four exceptions, the right-of-way needed on the west bank consists of land within the existing creek channel. p. 51, after item (3)*, add: (4) Property at 1411 Livoma Road. The property is located 3 south of Livoma Road on the west bank of San Ramon Creek. The parcel includes the creek channel and a single-family residence. The site is irregularly shaped and the topography is generally level on the west half of the property, but slopes steeply into the creek on the eastern half of the property. The proposed channel improvements on the west bank would result in damage to the improvements on the lot (e.g., loss of the deck, backyard, and possibly the house). p. 51, middle of page*, after Bay Area Air Quality Management District., add: Since the houses at 1452 Paso Nogales -is and 1411 Livoma Road are over 30 years old, the potential for asbestos containing materials exist. An asbestos survey will be conducted prior to demolition or relocation. If asbestos is found, State and/or Federal guidelines will be followed in its removal. p. 99, TABLE XIV, add: West bank, Station All vegetation on slope and at top-of-bank, including 32+20 to 34+50 several oaks, Monterey pines, and cedars. p. 111, Last paragraph, 1st line*, change: Purchasing properties at 2358 Danville Boulevard, 1376 Chaney Road,-and 1452 Paseo Nogales, and 1411 Livoma Road would increase, at least initially, land acquisition costs of the project. Mitigation Monitoring Program The mitigation measure will be monitored by the Public Works Department, Real Property Division. The Real Property Division will acquire 1411 Livorna Road (APN 192-011-044) following approval of Addendum #2. 4 RESOLUTION of the SAN RAMON VALLEY REGIONAL PLANNING COMMISSION, STATE OF CALIFORNIA, INCORPORATING FINDINGS and RECOMMENDATIONS PERTAINING to the FINAL ENVIRONMENTAL IMPACT REPORT for the SAN RAMON CREEK FLOOD CONTROL PROJECT between CHANEY and LIVORNA ROADS RESOLUTION NO. 20-1987 The Findings for the San Ramon Creek Flood Control Project between Chaney and Livorna roads were made by the San Ramon Valley Regional Planning commission to comply with Section 15091 of the CEQA Guidelines and are incorporated herein by reference. 5 CONTRA COSTA COUNTY ADDENDUM #2 FINDINGS for the FINAL ENVIRONMENTAL IMPACT REPORT for the SAN RAMON CREEK FLOOD CONTROL PROJECT between CHANEY and LIVORNA ROADS The following information is added to the findings prepared for the previous EIR and is presented to comply with Section 15091 and 15164(e) of the CEQA Guidelines for the FEIR for the San Ramon Creek Improvement Proiect. 1. Environmental Effect: The project will result in the acquisition of a parcel (APN 192-011-044 for the San Ramon Creek Improvement project. Findings: There are no significant environmental impacts associated with this acquisition for which Addendum #2 was prepared. The loss of one single-family house in central Contra Costa County is not considered a significant impact, given the amount of new housing currently being constructed and planned for the region. Statement of Facts: a. The project to be developed pursuant to Addendum #2 to the FEIR for the San Ramon Creek Improvement Project is identical or substantially similar to the project analyzed in the FEIR. b. The FEIR for the San Ramon Creek Improvement Project consists of the DEIR, comments received on the DEIR, a list of all commenters on the DEIR, responses to the comments raised, Addendum #1 and'-Addendum #2. The FEIR was completed in compliance with the CEQA. c. There are no substantial changes, pursuant to CEQA Guidelines Section 15162 (a)(1), in the project which require major revisions of the FEIR because the project is identical or substantially similar to the project analyzed in the FEIR. d. There are no substantial changes in the circumstances, pursuant to CEQA Guidelines Section 15162 (a)(2), under which the San Ramon Creek Improvement project will be undertaken which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects. Those circumstances remain identical or substantially similar to the circumstances analyzed in the FEIR. e. There is no new information of substantial importance, pursuant to CEQA Guidelines Section 15162 (a)(3), to the San Ramon Creek Improvement project which was not known or could not have known when the previous EIR was originally certified by the board of Supervisors in June 1987, and which shows that the flood control project will have one or more significant effects not discussed in the previous EIR, or which shows that significant effects previously analyzed will be 6 substantially more; severe. In addition, there is no new information showing that mitigation measures or project alternatives which were previously determined to be infeasible would actually be feasible and would substantially reduce significant effects of the project, and there is no such new information suggesting that new mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment. f. None of the conditions calling for the preparation of a subsequent or supplemental EIR have occurred (see items 1 c - e above). Therefore, it is appropriate to adopt Addendum #2 to the FOR to make some minor changes by specifying that parcel APN 192-011-044 be purchased (CEQA Guidelines 15164). Addendum #2 shall be considered along with the FEIR prior to the Board of Supervisors making a decision on the purchase of the parcel, and in considering the parcel purchase, the Board is considering the identical or substantially similar underlying project.. 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AlA s u" dv '"."' �.�r f t,( > }, .$!:"�' � {:ta,.�•`4t,+ � � �. �� s i S ADDENDUM to the FINAL ENVIRONMENTAL IMPAC17 REPORT (FEIR) for the SAN RAMON CREEK IMPROVEMENT PROJECT CHANEY ROAD to LIVORNA ROAD County File #PW 85-55 CP # 92-84 Prepared by: Vickie Germany, Environmental Planner Contra Costa County Public Works Department 255 Glacier Drive Martinez, CA 94553-4897 October 1992 Environmental Planner (Chief Planning Official) Public Works Department Title: Lead Agency: County of Contra Costa Date: 1 ��— ADDENDUM to the FINAL ENVIRONMENTAL IMPACT REPORT (FEIR) for the SAN RAMON CREEK IMPROVEMENT PROJECT CHANEY ROAD to LIVORNA ROAD County File #PW 85-55 CP # 92-84 Prepared by: Vickie Germany, Environmental Planner Contra Costa County Public Works Department 255 Glacier Drive Martinez, CA 94553-4897 October 1992 ADDENDUM to the FINAL ENVIRONMENTAL IMPACF REPORT (FEIR) for the SAN RAMON CREEK IMPROVEMENT PROJECT CHANEY ROAD to LIVORNA ROAD County File #PW 85-55 cp # 92-84 PREFACE The Draft and Final Environmental Impact Report (DEIR and FEIR, respectively) evaluated the proposed project which involves the construction of an earth or rock-lined channel between Chaney and Livorna roads in the Alamo area of Contra Costa County. This document serves as an Addendum to the FEIR for the San Ramon Creek Improvement Project (County File #PW 85-55). Consequently, the FEIR for the project consists of the DEIR, comments received on the DEIR, a list of all commenters on the DEIR, responses to the comments raised, and the Addendum. The Contra Costa Community Development Department (CDD) is the lead agency for the project, and on 16 June 1987, the Board of Supervisors as the Governing Board for the Contra Costa County Flood Control District(FCD) approved the project and filed a Notice of Determination with the County Clerk. The Board acknowledge that the project would have certain environmental effects and adopted the findings and mitigation measures as expressed in the San Ramon Valley Regional Planning Commission Resolution No.20-1987. The Resolution was certified on 27 April 1987. In addition, the Board recognized that impacts such as future land use and hydrology; traffic and circulation;water quality; wildlife and vegetation; geology and soils,and earthwork; noise; air quality; cultural resources; and growth inducement, would. only be partially mitigated or not mitigated in Resolution No. 87/364, 16 June 1987. CEOA PROCESS The California Environmental Quality Act (CEQA) prescribes that an Addendum (CEQA Guidelines Section 15164) to an environmental impact report (EIR) shall be prepared,by either the lead agency or the responsible agency if: 1 1. None of the -conditions described in CEQA Guidelines Section 15162 have occurred: a. No substantial changes have occurred which will introduce new or significant changes environmental impacts not previously considered; b. No significant changes to the conditions or circumstances in the area affected by the project have occurred, such as a substantial deterioration in air quality; c. No new information has become available which show that significant impacts previously examined will be substantially more severe than shown in EIR or the project will have one or.more significant effects not previously discussed. 2. Only minor technical changes or additions are necessary to make the EIR under consideration adequate under CEQA; and, 3. The changes to the EIR made by the Addendum do not raise important new issues about the significant effects on the environment. In accordance with CEQA Guidelines Section 15164(c), the County Board of Supervisors must consider this Addendum along with the FEIR prior to making a decision on the project. According to CEQA Guidelines Section 15164 (b) an Addendum does not require circulation for public review but can be included in or attached to the FEIR. As noted in the Preface,this Addendum is attached to the FEIR for the San Ramon Creek Improvement Project (County File #PW 85-55). EXPLANATION OF ADDENDUM The Addendum to the FEIR for the San Ramon Creek Improvement Project identifies the need to purchase a parcel at 1452 Paseo Nogales (APN 187-110-006), located in the unincorporated town of Alamo,in order to provide for the channel improvements identified in the FEIR (Figures 1 and 2). Approximately half of this parcel was proposed for acquisition by the Contra Costa County Flood Control District in the FEIR for the San Ramon Creek Improvement Project and a pile and plate wall was to be constructed to protect the remaining parcel (Figure 2). However, this scenario is inadequate because construction of the wall would result in damage to the improvements on the lot (e.g., loss of the pool), and access and maintenance considerations were not included in the FEIR analysis regarding the amount of property to be acquired at this area. An 18 foot wide maintenance road at the top of bank is required,which would impact the house (Figure 6A). The owners have expressed a willingness to sell. The parcel is approximately 40,946 gross square feet and.rectangularly shaped; however, because of a front driveway, utility easement, San Ramon Creek bed area, and the steep 2 east bank of the creek, the usable site is about 15,000 square feet. The house located on the property is a one story, four bedroom, 2.5 bathroom custom built residence (around 3,000 square feet, including three-car garage) approximately 30 years old. Minimum lot size is 20,000 square feet according to current zoning. Two additional changes to the FEIR for the San Ramon Creek Improvement Project at the location of 1452 Paseo Nogales consist of the reduction of the bottom channel width from 30 feet to 25 feet and the flattening of the east bank slope from 1.5:1 to 2:1, so as not to create an unstable bank. The Addendum is consistent with County policies and does not lead directly or indirectly to significant physical changes in the project,nor does it alter the adequacy or the completeness of the environmental impacts and mitigation measures identified in the FEIR. Therefore, this Addendum to the FOR is appropriate. ADDITION TO THE FOR This section identifies the language which is added/or changed (bold face type) or deleted (stfikeetA) to the text and figures of the FEIR: p. iii, after Figure 6, add: 6A Channel Cross-section DD'2......after page 11. p. H, Top of page after item 3, add: 4. Impact The proposed project will result in the removal of one additional single-family residence (APN 187-110-006). Mitigation Parcel APN 187-1104006 will be acquired in accordance with the State of California's Relocation Assistance and Property Acquisition Act of 1971 (Government Code Section 7260 et seq). p. 3,Figure 2-Revised to show full take of parcel located at 1452 Paseo Nogales(APN 187- 110-006). (This figure is attached at the end of the Addendum). p. 7, Figure 4 - Revised to include an additional cross-section(DD*2)between DD'and EE'. An earth slope or rock-lined slope may be used in place of the pile and plate wall. p. 9, 1st paragraph, 2nd sentence, add: These sections, which are labeled AA' trough to DD' and from DD'2 to KK' are presented in Figures 6, 6A and 7 at a scale of 1" = 80', except for Figure 6A, which is at a scale of 1" = 40'. (Figure 6A is attached at the end of the Addendum). p. 10 - After Section DD' (Station 10+52), add: Section DD'2 (Station 11+13) shows a trapezoidal earth channel with 2:1 slopes. The west bank may be earthen, rock-lined or a pile and plate wall may be installed The bottom width of the channel would be 25 feet. An all weather maintenance road(approximately 18 feet wide)would be constructed along the top of the west bank. This would require a full take of parcel APN 187-110-006. 3 p. 11, Figure 6, add: Figure 6A- Channel Cross-Section DD'2. (Figure 6A is attached at the end of the Addendum). p. 50, 6th paragraph, 1st line, change: It should be recognized that, with INve three exceptions, the right-of-way needed on the west bank consists of land within the existing creek channel. p. 51, Top of page after item (2) Property at 1420 Livorna Road, add: (3) PropertX at 1452 Paseo Nogales. The property is located at the end of Paseo Nogales. The parcel is includes the creek channel, a single-family residence, and land on the east bank_ The site is rectangularly shaped and the topography is generally level except for the eastern portion which slopes up steeply to I-680. The proposed channel improvements on the west bank would result in the removal of the house (Figure 6A). p. 51, middle of page, after Bay Area Air Qualfty Management District., add: Since the house at 1452 Paseo Nogales is over 30 years old, the potential for asbestos containing materials exist, An asbestos survey will be conducted prior to demolition or relocation. p. 62, Figure 29, change: Pile and plate may not be used at 1452 Paseo Nogales. (This figure is not included in the Addendum because it is a reduced version of.Figure 4, which is included). p. 99, TABLE XIV, change: Row of redwoods are within or immediately adjacent to proposed pile and plate wall. These YA14 net neeessaffly be FemEwed- If so, they woul trees. The back row of redwoods along San Ramon Creek will be removed. Trees along the side and front yards will be retained if feasible. p. 111, Last paragraph, 1st line, change: Purchasing properties at 2358 Danville Boulevard, affd 1376 Chaney Road, and 1452 Paseo Nogales would increase, at least initially, land acquisition costs of the project. 4 RESOLUTION of the SAN RAMON VALLEY REGIONAL PLANNING COMMISSION, STATE OF CALIFORNIA, INCORPORATING FINDINGS and RECOMMENDATIONS PERTAINING to the FINAL ENVIRONMENTAL IMPACT REPORT for the SAN RAMON CREEK FLOOD CONTROL PROJECT between C IANEY and LIVORNA ROADS RESOLUTION NO. 20-1987 The Findings for the San Ramon Creek Flood Control Project between Chaney and Livorna roads were made by the San Ramon Valley Regional Planning commission to comply with Section 15091 of the CEQA Guidelines and are incorporated herein by reference. 5 CONTRA COSTA COUNTY ADDENDUM FINDINGS for the FINAL ENVIRONMENTAL IWACT REPORT for the SAN RAMON CREEK FLOOD CONTROL PROJECT between CHANEY and LJIVORNA ROADS The following information is presented to comply with Section 15091 of the CEQA Guidelines for the FEIR for the San Ramon Creek Improvement Project. 1. Environmental Effect: The project will result in the acquisition of a parcel (APN 187-110-006) for the San Ramon Creek, Improvement project. Findings: There are. no significant environmental impacts associated with this acquisition for which the Addendum was prepared. The loss of one single-family house in central Contra Costa County is not considered a significant impact,given the amount of new housing currently being constructed and planned for the region. Reducing the bottom width of the channel from 30 feet to 25 feet and flattening the slope on the east bank (from 1.5:1 to 2:1) are also minor technical changes to the design of the project and do not cause a significant impact that was not previously identified in the FEIR for the San Ramon Creek Improvement Project. Statement of Facts: a. The project to be developed pursuant to this Addendum to the FEIR for the San Ramon Creek Improvement Project is identical to the project analyzed in the FEIR. b. The FEIR for the San Ramon Creek Improvement project consists of the DEIR, comments received on the DEIR, a,list of all commenters on the DEIR, responses to the comments raised, and the Addendum. The FEIR was completed in compliance with the CEQA. c. There are no subsequent changes, pursuant to CEQA Guidelines Section 15162 (a)(1), in the project which require important revisions of the FEIR because the project is identical to the project analyzed in the FEIR. d. There are no substantial changes in the circumstances, pursuant to CEQA Guidelines Section 15162 (a)(2), under which the San Ramon Creek Improvement project will be undertaken. Those circumstances remain identical or substantially similar to the circumstances analyzed in the FEIR. e. There is no new information of substantial importance, pursuant to CEQA Guidelines Section 15162 (a)(3), to the San Ramon Creek Improvement project which could not have known when the FEIR was originally certified by the board of Supervisors in June 1987, and which shows that the flood control project will have 6 one or more significant effects not discussed in the FEIR, or which shows that significant effects previously analyzed will be substantially more severe. In addition, there is no new information showing that mitigation measures or project alternatives which were previously determined to be infeasible would actually be feasible and would reduce significant effects of the project, and there is no such new information suggesting that new mitigation measures or alternatives not previously considered in the FOR would substantially lessen one or more significant effects of the project. f. None of the conditions calling for the preparation of a subsequent or supplemental EIR have occurred (see items 1 c - e above). Therefore, it is appropriate to adopt the Addendum to the FEIR to make a minor technical changes or additions, by specifying that parcel APN 187-110-006 be purchased, the bottom width of the channel be reduced from 30 feet to 25 feet and east slope be flattened to a 2:1 ratio instead of 1.5:1 (CEQA Guidelines 15164). The changes to the FEIR made by the proposed Addendum do not raise important new issues about significant effects on the environment. The Addendum shall be considered along with the FOR prior to the Board of Supervisors making a decision on the purchase of the parcel, and in considering the parcel purchase, the Board is considering the identical underlying project. The findings are supported by substantial evidence in the administrative record and are based on the FOR for the San Ramon Creek Improvement Project which was subject to public review. 7 MAP - ��� � N �•z2 5M, 1:.56 Damonocra Rd. Rd,to Y " r •* t Rpt Olson Q geek ure in pig r" w •' .•Y . moi -,4f .4• „ "-.: .. Tea 1 '�!� + .:-„- � y;.st `+•�.+` r''-�....-,.....�`.'jam�a'i �i.e' � ., �' _' _ VA 10 .: ... .� �`-� meq. . . ..,;�~ >•n,i •,.w � ✓' t4v 1 Z Sri, SSvtt 'Y •r,t �•,'� ��.;� , • .. ..,r:.:\ s ,�.� �'�'lyt 4_+3.psi ylR%�it'T' �_: ••n k '' ,ter �. 4t„�,,,.. -�'' .r ^n..�3 •a"' w..�.', �....'-f-'s•.�,' _�":• �,. 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'''S'N ;;"{* ♦ »AA!! .Alf "' ;'','�i %�y , '�,t •@.t• y�(� a t ♦a ,22 �1 _ w'd" r}r ^.t. a _,w ri�i�,•;�•.�".+ t L+fa �1► "j+SA.`a i.i•t t IA �► � '�: q t �,a� �••�►j`!C Oji +,a..•`� 'a l •1t •' ill i ,.�'� .� ♦ +� 7a A S •4f ♦� t' •,•,tar i N' • i r L� r°R RESPONSES TO COMMENTS ENVIRONMENTAL IMPACT REPORT y SAN RAMON CREEK IMPROVEMENT PROJECT CHANEY ROAD TO LIVORNA ROAD COUNTY FILE #PW 85-55 i _ f . . 25 JULY 1986 Darwin Myers Associates c INTRODUCTION The review period for written comments on the DEIR was 10 March through Z8 June 1986' (110 calendar days) . During the review period, written comments were received from A) local residents, (two letters) , B) environmental and Native American organizations (three letters) , C) local agencies and utilities (five letters) , D) State agencies (two letters) , and E) Federal agencies (two letters) . On 18 June 1986, the San Ramon Valley Area Planning Commission held a Public Hearing on the Draft EIR. The Final EIR for the project consists of the DEIR, along with all Comments on the DEIR and Responses to Comments. The report presented herein includes all written comments received by the Planning Commission and a transcript of the Public Hearing testi- mony on the DEIR, along with Responses to Comments. ORGANIZATION AND FORMAT The response document is divided into four broad categories as follows: I. Responses to Written Comments A. Local Residents B. Environmental and Native American Organizations C. Local Agencies and Utilities D. State Agencies E. Federal Agencies II. Responses to Public Hearing Testimony III. Correspondence Received by Contra Costa County r IV. Transcript of Public Hearing Testimony i i In Sections I and II, each query (question or comment) .is prefaced with a "Q" , and the question or comment is paraphrased and itali- cized; each response is prefaced with an "R" and the response is not italicized. Copies of each letter and memorandum recieved by the Planning Commission is presented. in Section III of the report. EIR PREPARATION AGENCY The Response Document was prepared by Darwin Myers Associates, under contract to Contra Costa County. Darwin Myers, Ph.D. , had overall responsibility for report preparation. I. RESPONSES TO WRITTEN COMMENTS t `t A. LOCAL RESIDENTS Erik Strand, 1376 Chaney Rd. , Alamo (letter dated 4 s" April 1985) -. 1. Q. The planned improvements threated destruction of plants and animals in the creekbed area. R. A discussion of the effects of the project on vege- tation and wildlife is presented in the DEIR on pp. 59-66; and 98-101. 2. Q. The removal of Chaney Bridge will force us to take an alternate route to our house, which may change our city address from Alamo to Walnut Creek. Also, the new access would no longer be between the homes on 12 Oaks Road. R. The existing bridges at Collie Craig and Chaney Road are privately maintained. The Chaney Road bridge is marginally adequate for automobile traf- fic and inadequate for truck traffic. The center support has collapsed and the abutments are eroded. To replace this inadequate bridge with a properly constructed one would cost approximately $200, 000. One (1) properly constructed bridge could handle traffic generated by existing and future develop- ments on the east bank. a The issue raised by the bridge is a cost/benefit question rather than an environmental impact, since an adequate bridge crossing could be provided by the Collie Craig bridge to serve all four (4) east- bank properties. If the property owners desired to construct a bridge with private funds, it would be necessary to secure permits from the Flood Con- trol District and the California Department of Fish and Game. 3. Q. We like the environment that the Chaney Bridge gives our house. R. The channel improvement project will necessitate the destruction of the Chaney Road bridge. This is unavoidable because the cross-sectional area of the channel in this area is not adequate to pass the 100-year flood. 2 4 " r 4. Q. We are concerned about noise and dust during con- struction. R. Noise effects and impacts are presented in the DEIR on pp. 76-85, pp. 103-105; Air Quality effects 4 and impacts are presented in the DEIR on pp. 85-88, p. 105. Diablo Investors (letter dated 24 April 1986) 1. Q. Removal of trees on the eastbank will hve a major effect on air quality, fish, wildlife and birds. R. The concerns expressed in the Diablo Investor' s letter are addressed in the DEIR. For example, Table XIV (p. 99) summarizes the vegetation to be removed. The DEIR further recommends both short- term and long-term measures to mitigate the vege- tation related impacts (pp. 98-101) 2. Q. The proposed channel improvements are growth- inducing. This growth in the upper portion of the watershed has a variety of adverse impacts on resi- dents of Alamo, including air quality, noise pollu- tion and traffic. R. The historic record indicates that rarely, if ever, - has development in the upper watershed been re- stricted because of a downstream flooding hazard. Certainly, development has been on-going in the valley since the 19501s, despite the flood hazards in the Alamo and Walnut Creek areas. Moreover, . there is no evidence that future development of the upper watershed will be limited because of the downstream flooding problem. At the present time, methods of controlling flood damage in Alamo may be summarized as follows: a) Flood insurance is available at a sub- sidized rate to owners of properties in the floodplain. Lenders generally require owners to maintain such poli- cies. _ - b) For new construction, the design of buildings can be adapted to minimize flood damage. For example, the first floor can be elevated above the calcu- lated elevation of the water surface during peak runoff from the 100-year flood. 3 f The proposed channel improvements between the bed- rock chute at Chaney Road and the Livorna Road bridge are not currently a portion of the Corps of y Engineers (COE) Walnut Creek project. However, this reach of channel is only adequate to accommo- date a 10-year or 15-year flood. Depending on the construction costs, and cost/benefit ratio, this project could be included within the Walnut Creek project. If it were included in the Walnut Creek project, a channel adequate to contain the 100-year flood could be constructed by 1990, with most of the funding provided by the COE. However, once the COE completes work on the Walnut Creek project (it is currently in the final phases of this project) , the opportunity for federal funding would be lost. If improvements had to be funded by local sources, it is uncertain when construction could occur. 3. Q. I see no benefit to the community by removing the growth and foliage as well as trees on the east side of the bank which will destroy the visual aspects and beauty of this area. It would appear that the terrain would then be in a barren state and would severely impact the community's rural view of life which the general plan speaks to. R. The Project benefits include flood protection and soundbarrier berms along the west side of Highway 680. When, completed, and after landscape plantings become well established, the project area will be _ a "good neighbor'- . Additionally, the erosion prob- lems that have caused an economic hardship for some property owners on the westbank will be controlled by the project. 4. Q. The proposed project was selected for economic pur- poses, which would be beneficial to some but detri- mental to a majority of the residents in this .area. The decrease in values along this creek, based on the present plan, would be enormous. Because of this, no consideration has been given, nor economic remuneration provided to compensate the homeowners for their lost of values. R. The proposed project minimizes disruption to devel- oped properties on the westbank, provides protec- tion from the 100-year flood, maintains or enhances wildlife values over the long-term, provides a soundbarrier wall along the west side of I-680, and minimizes project costs. The rights-of-way required for construction of the project will be purchased from private property owners. The com- pleted project would "remunerate" neighboring 4 property owners by a) providing protection from flooding, and b) flood insurance would not be required after the FEMA maps were revised, c) property values might increase because flood haz- ards would no longer exist, and d) land in the right-of-way of the project would remain as perma- nent open space. B. ENVIRONMENTAL AND NATIVE AMERICAN GROUPS San Francisco Bay Chapter, Sierra Club (letter dated 11 April 1986) r 1. Q. This project is based on the correct assumption that future construction in the upstream watershed area, as traditionally done, will increase flows into the creek. However, the response of the Flood Control District is in direct opposition to the intent of the National Flood Insurance Program. The NFIP is attempting to phase out such high cost projects as these, and substitute for them programs of floodplain and watershed management. Therefore, an important alternative not considered during this planning process is the possibility of runoff re- tention through construction requirements in the yet-undeveloped upstream neighborhoods. Could con- struction techniques such as permeable driveways and parking lots, small detention basins, permeable parks and playgrounds, etc. , if required by Alamo, Danville, and San Ramon city ordinances, make a significant difference in the required carrying capacity of the creek? If storm drains carried f more of the remaining runoff directly to the bay, or to an outlet into the creek further downstream - (effectively bypass channel) , need destruction of € the creek 's existing vegetation be as extensive? How about these proposals combined with the down- designing of the project made possible by the 1977 General Plan specifications? R. Figure 26 of the DEIR presents a revised Land Use Map of the San Ramon Creek watershed that is con- sistent with existing uses and adopted General Plans. According to the engineers of the Flood Control District, the runoff characteristics of the watershed have been largely determined by the existing pattern of development. Permeable drive- ways and parking lots, more small detention basins, etc. would have only a minor effect on peak flows carried by the main channel. The effect would be so minimal that the design of the project could not be significantly downscoped. Moreover, the design 5 of the project cannot be predicated on construction practices and policies that are not being imple- mented. The hydrologic analysis must be conserva- tive on the side of public safety. z A bypass channel was not explored in detail by the Flood Control District because to be a feasible a project, federal participation is needed. (Contra Costa County does not have sufficient funds to construct a flood control project without assist- ance. ) To qualify for federal funding, the cost/ benefit ratio must be less than 1. 0. Based on their experience estimating right-of-way costs and construction costs, the District's engineers deter- mined that a bypass channel would have a cost/ benefit ratio greater than 1. Therefore, a bypass channel was not an alternative in the sense that it could be selected by the Corps of Engineers. A bypass channel could be disruptive to the affec- ted property owners, and there could be a variety of environmental impacts (grading, loss of vegeta- tion, possible archaeologic impacts, etc. ) . Detailed discussion of the environmental impacts of a possible bypass channel would require specula- tion. Nevertheless, it is evident that any alter- native could pose environmental impacts. The range of alternatives presented in the EIR are intended to set forth only those alternatives necessary to permit a reasoned choice by decision- makers, and to foster an informed public. Finally, CEQA, Section 15126 (d) (5) indicates that an EIR need not consider an alternative whose effect can- not be reasonably ascertained, and whose implemen- tation is remote and speculative. 2. Q. The Sierra Club suggests five (5) alternatives that were not considred by the Flood Control District or the DEIR: a) bypass channel b) very localized flood-proofing of homes in floodprone areas C) purchase of endangered homes d) no-project alternative e) bypass channel on east side of Highway 680 R. The list of alternatives compiled by the Sierra Club could be added to the list presented on pp. 108-111 of the DEIR. Specific responses are as follows: 6 a) See response to Sierra Club question number 1. b) There are 222 parcels in the floodprone area (208 are developed) . Water depths in the inundated area range up to 5-1/2 feet. Additionally, segments of Livorna Road, Danville Boulevard and 19 minor streets are flooded (see DEIR, p. 15) . The 152-acre extent of the floodprone area, the intensity of the development, along with water depths and velocities argue against selection of this alterna- tive. C) This alternative would require purchasing developed residential lots. The average value of improvements on the 208 devel- oped lots is $175, 000 ($36.4 million) . The alternative would also necessitate the purchase of privately-owned land in the inundated area, estimated at 122 acres. d) This alternative is described in the DEIR, p. 108. e) See response to Sierra Club question number 1. 3. Q. The Sierra Club emphasizes the following: a) Revegetation plantings will not adequately mitigate impacts, especially in the short- term b) Erosion and sedimentation problems are inevitable C) The issue of steelhead fishery needs to be stressed R. The following are point-by-point responses to the issues raised by the Sierra Club in the preceding question. a) The revegetation plan will be prepared during final design. It will be subject to review by the California Department of Fish and Game, along with the U.S. Fish and Wildlife Service. The DEIR presents mitigation measures for vegetation and wildlife impacts (DEIR, pp. 98- 101) . These mitigation measures will serve as a point of departure for the revegetation plan- 7 b) The concern about erosion and .sedimentation problems is shared by the California Depart- } : went of Fish and Game, and the California Regional Water Quality Control Board. As the p DEIR points out on p. 95, the potential for erosion and/or siltation was not quantified in the project documentation. In the DEIR, 77 pp. 97-98, general recommendations are pro- vided as inputs to the erosion control plan. The specifications for this job will include specific erosion control measures. These measures are developed by the Flood Control District during final design, and they are included as contract provisions when the job is put out to bid. C) The fish habitat value of the existing creek is described in the DEIR on p. 65, and the Brown & Caldwell study of water quality is presented on pp. 54-59. According to B&C, steelhead require temperatures of 700 or less, which may not be attainable. For this reason, warm waterfish, such as smallmouth bass and bluegill maybe more compatible with the pre - wailing conditions in the creek. As the DEIR indicates on p. 111, the project does not include or make provision for in-stream habi- tat enhancement structures. Fish require "cover" , and in a natural channel there are rock outcroppings, logs, etc. which provide natural cover. The proposed project could include provision for cover at a nominal cost and it need not compromise the flood control objectives of the project. Native American Heritage Commission (letter dated 4 April 1986) 1. Q. The NAHC requests that "if artifacts or unusual amounts of stone, bone or shell should be uncovered during ground disturbance activities, works is to be halted and a qualified archaeologist and a Native American considered to be a most likely descendant of the area to contacted for an on-site evaluation and monitoring activity". R. In the DEIR, p. 105, it is recommended that if archaeologic materials are discovered during con- struction, all work be halted within 100 feet of 3 the find until a qualified archaeologist has had an opportunity to examine the location and advise The Corps of Engineers and the Flood Control District of its significance. The DEIR further states that the archaeologist should provide recom- mendations to protect the site from damage, if mitigation measures are deemed necessary. The reason for recommending that a qualified archaeologist be retained to examine the find is that they have the knowledge and mature, profes- sional judgment needed to assess field conditions, and to determine what mitigation measures are warranted. What is less clear is the role of the Native American. What criteria and standards would guide the judgment of the Native American? An alternate approach to that suggested by the NAHC is to have the qualified archaeologist and/or the Flood Control District advise a Native American organization such as NAHC of any archaeologic sites discovered, and allow a representative of the organization to participate in decisions on miti- gation measures. 2. Q. The NAHC has responsibility for assisting Native American in cemetery and burial protection pursuant to Section 5097. 94 (k) of the Public Resources Code. We request that the County Coroner's office be con- tacted if human remains of Native American origin are encountered during the project, pursuant to the procedures set forth in Section 7050.5 of the Health and Safety Code. Should this occur, the NAHC will assist in expediting the preservation and protection of the remains in a respectful manner. R. The Flood Control District and Corps of Engineers will enforce the applicable State and Federal laws pertaining to protection of human remains. The County Coroner's office will be contacted if human remains are discovered. Native American Heritage Commission (letter dated 3 April 1986 1. Q. The questions and comments in this letter overlap h-.. the 4 April letter of NAHC. R. This letter does not directly address the DEIR, and _ no new issues are raised. No response is required. 9 C. LOCAL AGENCIES AND UTILITIES City of Walnut -Creek (letter dated 25 April 1986) 1. Q. Improvements are proposed to the Chaney Road to Livorna Road reach of San Ramon Creek. Will these improvements increase the frequency and volume of flooding along the floodprone area between Chaney Road and Rudgear Road? R. The 100-year flood has a peak discharge of 12,500 cfs in the Rudgear Road to Livorna Road area. The reach of channel between Rudgear and Chaney Road is adequate to carry 12 ,500 cfs without overbank flooding. It was improved by the Soil Conservation Service, and no improvements to this reach are needed. 2. Q. Explain how the Corps of Engineer's project at Rudgear Road is going to alleviate problems between Chaney Road and Rudgear Road. R. There are no flooding problems along the grouted rock channel north-south of Rudgear Road. 3. Q. If improvements at Rudgear Road are intended to increase velocities, won 't a limited project of this type solve the flooding problem in the Chaney Road to Livorna Road reach of channel? _ R. The existing channel has a capacity of 7,200 cfs in the project area. Increasing the velocity alone could not solve the problem, unless it was combined with channel widening. Moreover, the existing creekbanks are oversteepened and eroding. Therefore, increasing velocities would result in a need for a concrete-lined channel. The disadvan- tages of a rectangular concrete channel, or grouted rock channel, are economic and environmental. The proposed project minimizes disruption to the developed lots along the westbank, and it includes provisionsfor landscaping. In summary, the pro- posed project will allow the channel to carry peak flows, without long-term loss of the aesthetic or wildlife values-. Alamo Parks and Recreation Committee (letter dated 10 April 1986) 1. Q. The committee 's letter does not comment directly on the DEIR. it indicates that their plan identifies 10 San Ramon Creek, its vegetation and wildlife as significant features in the area. A creekside trail is identified on the plan which traverses the project area, with a trailhead near the north ter- minus of the project, in the Collie Craig area. The committee's letter includes a list of six (6) recommended "Conditions of Approval" . R. The Alamo Parks and Recreation Committee letter and attachments are presented in Section II of this response document. Since the letter does not address the DEIR, no response is required. East Bay Municipal Utility District (letter dated 2 April 1986) 1. Q. The discussion on page 89 correctly identifies the EBMUD's concerns. Any construction that would affect a water main should be planned and coordi- nated through William Bode, Senior Civil Engineer (835-3000, X355) . R. No response required. Central Contra Costa Sanitary District (letter dated 24 April 1986) 1. Q. The proposed project may conflict with a sewer main in the Livorna Road right-of-way. Please provide the Sanitary District with the opportunity to select the best alternative if the existing main is affected. R. The cost of rearranging or relocating this main, along with the cost for any temporary measures needed to ensure continued operation during the construction period, is the responsibility of the Flood Control District. The concern of CCCSD is now on record. During final design, the Flood Control District works cooperatively with utilities to resolve any problems created by flood control projects. Pacific Gas and Electric Company (letter dated 8 April 1986 1. Q. PG&E has a main in Chaney Road and Livorna Road. if bridges are to be rebuilt, it will be necessary to relocate these facilities. R. See response to preceeding letter from the Central Contra Costa Sanitary District, 11 D. STATE AGENCIES CalTrans (memorandum dated 11 April 1986) 1. Q. CalTrans must review and approve the Flood Control District 's plans. All work within the CalTrans right-of-way must conform to the State 's current standard plans and specifications. Final design must be approved by CalTrans. No permanent access to private Flood Control District facilities will be allowed through the State-controlled right-of- way. Any temporary construction access will be controlled by CalTrans. R. This comment identifies the process and policies with which the Flood Control District must comply during final design and construction. 2. Q. CalTrans indicates that the project will not have an adverse impact on the freeway, other than flagg- ing traffic at the Livorna Road intersection during the construction period. R. The DEIR (p. 96) recommends that flagging be pro- vided, as necessary, to all hazardous intersec- tions. The problem at the Livorna Road interchange is caused by the proximity of the Livorna Road/ Glade Lane intersection to the Livorna interchange. Glade Lane is a probable haul-route for construc- tion trucks. 3. Q. The soundbarrier berm along the west edge of I-680 should be higher than the line-of-sight if it is to be effective. R. The grading concept for the proposed berms is presented in the DEIR (pp. 73 and 78) . The north- ern berm has a proposed crestal elevation of +270 (approximately 8 feet higher than adjacent travel lanes of the freeway. The southern berm has a proposed crestal elevation of +288 feet (12 to 16 feet higher than adjacent travel lanes of the free- way) . The grading plans and geotechnical report will be `•- subject to review by CalTrans during final design. 12 � 1 C f' 4/24/86 Dear Dennis M. Barry The following is a list of items that concern us regarding the widening of the HA creek that flows past our house at 1376 Chaney Rd., Alamo CA. Qn1) The destruction of plants and animals around the creek bed area. 2) The removal of the Chaney Bridge ',,rill force us to take an alternate route to our house which may chang our city address from Alamo, to a Walnut Om— Creek. Also the new access would no longer be between the Homes on 12 * Oaks Road. 3) We like the enivorment that the Chaney Bridge gives our house. 4) Noise and dust that ttie machines will :hake during construction. Please send any infomatioii to my work addres 239(j) 4TH street , Berkeley CA. 1-)4710 Thant. you Erik Strand Rffon doqqxxlll ._ ash On !eweiry and g;tt ctn,z)pg in ^ rnpr Shopping mails fou^r: s,rnee, y� Contra Costa Community Development dept. 551 Pine Street Martinez. California 94553-0095 -'attention _ Dennis M. Garry = v P 718 734 321 DlrabLo 1nvt*oro5 Ltd. y April 24 , 1986 o C.C.C. Community Development Department Post Office Box 951 -+ Martinez , California 94553-4095 Re: EIR San Ramon Creek #tPW85-55 �o Dear Sirs: I am in receipt of and have read the above referenced EIR and would like to speak specifically to the area north of Livorna Road which encompasses the recently purchased Johnson property. The information I read would cause me to be opposed to the proposed plan in its present state. The environmental impact has not been mitigated by some of the contemplated changes in that creek area . Specifically, the removal of all the trees particularly on the east side of the creek will have a major effect on the air quality, fish, wildlife and birds . Obviously, these will no_ longer be available for them as their habitat. Also, by taking such action in increasing the volume which the creek can stand and carry will encourage and provide an outlet for extreme density and development within the San Ramon Valley that would have access to this creek . This would be a severe negative on the community as a whole regarding air quality, noise pollution, population growth, as well as automobile emission. Along with the above I see no benefit to the community by removing the growth and foliage as well as trees on the east side of the bank which will destroy the visual aspects and beauty of this area . It would appear that the terrain would then be in a - barren state and would severely impact the community 's rural view of life which the general plan speaks to. Finally, it would appear the choice of alternative number 4 was selected for economic purposes which would be beneficial to some but detrimental to a majority of the residents in this area. The decrease in values along this creek based on the present plan would be enormous . Because of this no consideration has been given nor economic remuneration has 'open orovid ed for o 4 iN&00 ++Aq I; x ')ANVILLE, CA 94526 • (415)837-0115 C.C.C. Community Development Department April 21 , 1986 P p age age Two compensate the homeowners for their loss of value. True, some, particularly the developers, will financially be rewarded and gain benefit from this plan. But, no benefit has been provided for those who will suffer the economics materially and this is the homeowners. One means of mitigating this problem would be to have the developers contribute to an assessment district which would be utilized for improving the property of those homeowners who have been affected or compensating those homeowners who have been affected monetarily. Sincerely Yours , Bill Cardinale BC: lb SAN FRANCISCO x -W', - -, IiAlI CHAPTER �°F;;,. �: �.{ =�3"moi. SIERRA CLUB � These alternatives may seem to be outside the jurisdiction of the CCCFCD, but it is important for the governing bodies and citizens of Contra Costa County to know that they are possible, and that various combinations_ of them may significantly reduce the need to modify the creek as it now exists. We feel that CCCFCD should be the lead body in identifying such alternatives, investigating them, and presenting them for consideration, either alone, or in combination with others. 2) There are a number of other alternatives which have not been explored in this planning process. Some may be viable and some not as much, but they should all be fully examined. They include: a) a bypass channel to divert flood-level water, which runs entirely outside the riparian zone of the creek b) very localized floodproofing to protect houses in the three areas which currently are floodprone c) buying out just the endangered homes (a comparison of the buy-out costs of just the endangered properties, versus the $32 million currently proposed for the project needs to be done) d) weting the NFIP regulations for new construction in the floodprone areas, and allowing the properties in the floodprone areas to carry the low- cost FEMA flood insurance which would then become available to these property- owners (a cost-benefit analysis should show whether the $32 million proposed to be spent balances out the value of the property to be saved) . e) the possibility of routing some of the overflow waters under the freeway and into a channel in the open-space preserve on the east side of I-680 (far-fetched, but it still ought to be evaluated) . 3) There ought to be more stress in the D.E.I.R. on the wildlife and habitat values which would be impacted by this project. a) It is extremely doubtful that the revegetation proposed as a mitiga- tion for this project will be sufficient. Such revegetation is very unlikely to recreate the cool, tree-shaded riffle and pool habitat which allowed a historical run of steelhead trout to use this stream for spawning. b) It cannot be overemphasized that the amount of erosion and sediment possible in the project area could well be enormous during the construction phase and for a great amount of time after (it can be years until newly-planted vegetation holds the soil firmly in place). c) The real potential value of this stretch of stream, and the whole Walnut Creek watershed, for a restored steelhead fishery needs to be stressed. Whether or not the San Ramon Valley Reclamation Project is adopted, there is still a great possibility that there might be an attempt to restore the fishery in Walnut Creek and its tributaries in the future, just as an attempt is now being made to put a fish ladder into Alameda Creek in Fremont. No matter what Department of Fish and Game's assessment of this possibility is, I can say from personal knowledge that there are still steelhead who try to swim up Valnut Creek to their former spawning grounds each spring. Because none of the above-mentioned six alternatives were considered in this Draft E.I.R. , nor mention made of the potential of this stretch of creek for fishery restoration, we can only conclude that this Draft E.I.R. is still deficient, and urge the District back to its drawing boards to come up with a really-environmentally sound solution, which is in full accord with the National Flood Insurance Program, the revised County Gen- eral Plan, the Army Corps' cost-benefit requirements, and perhaps even the, long-term planning of the Pacific Coast Federation of Fisherman's Associa- tions and the California Sports Fishing Alliance. Sincerely, Judith Goldsmith, Sierra Club Urban Creeks Task Force California Regional Water Quality Control Board (letter dated 18 March 1986) 1. Q. The letter quotes the DEIR discussion of measures T . to mitigate water quality impacts (see DEIR, pp. 97-98) . The thrust of the letter is that the EIR lists potential mitigation measures, but it does not describe in detail how each measure will be implemented. R. To varying degrees, erosion and sedimentation are construction problems that must be addressed for grading projects. However, this problem is par- ticularly important when the grading is to be per- formed within the channel of a perennial stream. This project will require permits from state agen- cies, including the California Department of Fish and Game, and possibly the CRWQCB. It can be anticipated that these agencies will impose con- ditions that will be designed to address this issue. The plans that were the subject of the DEIR are preliminary. The purpose of the EIR is to identify - potentially significant impacts and then suggest measures to mitigate them. The actual formation of an erosion control plan will be part of the final design of the project. The specifications for the contract will include a prescription for those erosion control measures and related conditions to be included in the project. Ultimately, implemen- tation of the erosion control measures are the responsibility of the contractor. However, a rep- resentative of the Flood Control District will perform routine inspections throughout the term of .4 the contract to ensure that construction is done L in accordance with the job specifications. i t i_ 13 E. FEDERAL AGENCIES Department of the Army, SF District, Corps of Engineers (letter dated 24 April 1986) 1. Q. The letter indicates that the project would require Department of the Army authorization. It further states that it is critically important that the DEIR address impacts on wetlands, cultural resour- ces, threatened or endangered species, along with fish and wildlife. R. The letter does not comment on the DEIR. The con- cerns raised are addressed in the document. United States Environmental Protection Agency (undated letter received by Contra Costa County on 24 April 1986) 1. Q. Section 404 of the Clean Water Act requires that the project be the "least damaging practicable alternative". The EPA letter questions whether this is the case. R. The project that is the subject of the DEIR is presented in Figures 4 and 5. The design features include: a) flattening the gradient of the stream, thereby reducing the erosion hazard, b) creating banks that are flatter than the existing banks, c) use of gabion mats to protect reaches of the channel that are susceptible to erosion, and d) placement of material removed from the channel on adjacent lands to the east of the creek. All earthwork would be done under the supervision of a soil engineer, and placed in accordance with his recommendations. Fill placed in the CalTrans right-of-way would also require approval of that agency. It should also be recognized that the pro- ject includes a budget for revegetation of dis- turbed areas. The standard specifications for a flood control -- project of this type require that specific measures be taken to control erosion. The specific erosion control measures to be used would be determined during final design, and the contractor for this project would be obligated to implement those 7 measures. The DEIR analyzes the impacts of erosion and sedi- mentation. Specific references are as follows: 14 Sedimentation:, p. 95 Water Quality: pp. 97-98 Engineered Fills: p. 102 - E Landslides: p. 102 Northern Fill Site: pp. 102-103 2. Q. The DEIR does not identify specific measures to offset impacts on the aquatic environment, includ- ing riparian vegetation. R. The project evaluates vegetation impacts on pp. 98-101, and provides both short-term and long-term measures to protect and reestablish vegetation within the project area. In the discussion of the Environmentally Superior Alternative (pp. 110-111) , it is pointed out that the proposed project does not include, or make provision for in-stream habitat enhancement struc- tures. The Environmentally Superior Alternative would include such structures since they provide "cover" for fish. 3. Q. The EPA points out that in 1983, six (6) species of fish were identified in the project area, in- cluding rainbow trout, which were observed immedi- ately downstream from the project. EPA recommends that additional sampling be conducted to determine the composition of the fish community in the pro- ject area. R. The proposed project would require approval by the California Department of Fish and Game and also the U.S. Fish and Wildlife Service since Corps of Engineers' projects are regulated by that body. Each of these agencies is responsible for protecting aquatic habitat. The comments of the EPA are now on record, and it will be up to the responsible agencies to determine what types of studies are warranted. It should be stressed that the primary objective of the project is to control flooding; and there will be short-term adverse impacts to aquatic habitat. However, a sensitive design could mini- mize those problems and avoid any long-term impacts. As the plan matures, the District will be able to incorporate many of the recommendations of CFG, FWS, and EPA, along with the mitigation measures recommended in the DEIR. 15 II. RESPONSES TO PUBLIC HEARING TESTIMONY 1. Mr. Bill Cardinale Q. Mr. Cardinale acknowledged that a serious flooding problem exists, and he stated that the Corps of A Engineers had refused to fund construction. His comments also indicated that the neighborhood had inadequate time to review the DEIR, and that it should have explored a moritorium on development as an alternative to the proposed project. R. The only comments which address the DEIR are those which pertain to the review period and alterna- tives. The Notice of Completion was posted on 10 March 1986, 100 days prior to the hearing. Notifi- cation to agencies, community groups, and property owners was done in accordance with County policy. The moritorium alternative is a variation on the no project alternative, which is presented in the DEIR, p. 108 . This alternative would not correct the existing flooding problem and to be implemented would require unified action by Contra Costa County, the Town of Danville, and the City of San Ramon. According to the project engineer, the basic runoff characteristics of the San Ramon Creek watershed have already been developed. Even if a moritorium went into effect immediately, the design of the project could not be significantly downscoped. s 2 . Commissioner Bishop i Q. Expressed concern about property owners not having the opportunity to review the EIR. A: R. The review period commenced 100 days prior to the 18 June .1986 hearing. Applicable County procedures were followed regarding .the noticing of the DEIR. It should also be recognized that public meetings were held during formulation of project alterna- tives. Selection of the recommended project was basedon input from concerned property owners, along with environmental and fiscal constraints. 3 . Donna Unnini Q. The DEIR is complete, but it is our understanding that the project has changed. Does that invalidate the DEIR? 16 R. The subject of the hearing is the DEIR, not the project. Should the project undergo fundamental change, a new Initial Study might be warranted to determine if the revised project presented any impacts not addressed by the DEIR that is the sub- ject of this proceeding. However, it is also con- ceivable that changes in project design would be relatively minor construction details, or that the changes actually mitigated impacts identified in the DEIR. In either of these cases no further environmental review would be required. 4 . Dolores Courtney Q. Mrs. Courtney explained the nature of drainage problems in the area of her property. Her con- clusion was that the proposed project would not solve the overall problems in the Alamo area. R. The project is intended to prevent overbank flood- ing along the channel of San Ramon Creek. There are areas west of the project where ponding of run- off occur on the valley floor. This ponded water is runoff from the hills west of the valley com- bined with runoff from residential lots. Drainage improvements are needed to convey this ponded water to the channel of San Ramon Creek. The pro- posed project would not provide any direct relief to Mrs. Courtney. However, it is a first step toward eventual solution of the problem. The pro- posed project would result in construction of a channel adequate to receive the ponded waters that are the source of the complaint. In the future, funds may become available to construct the cul- verts and catchbasins that would provide the ulti- mate solution. 17 III. CORRESPONDENCE RECEIVED ON THE DEIR 1. Erik Strand, 1376 Chaney Road, Alamo 2 . Diablo Investors Ltd. , 199 N. Hartz Avenue, Suite F, Danville 3 . San Francisco Bay Chapter, Sierra Club 4 . Native American Heritage Commission (3. April 1986 letter) 5. Native American Heritage Commission (4 April 1986 letter) 6. City of Walnut Creek 7 . Alamo Parks and Recreation Committee 8 . East Bay Municipal Utility District 9. Central Contra Costa Sanitary District 10. Pacific Gas and Electric Company 11. CalTrans 12 . California Regional Water Quality Control Board 13 . Department. of the Army, Corps of Engineers, San Francisco District 14 . United States Environmental Protection Agency lE STAR �UFORNIA ---�--,— lit:iRGE LEUK nit li:.r$ NAAVE AMERICAN HERITAGE COMMISSION L , 915 Capitol Mall, Room 28$ t �IT [JrYT Sacramento, California 95814 �91 b; 322.7791 April 3, 1986 . a Dennis M Barry 't City of Martinez 651 Pine St (P 0 Box 951 ) Martinez, CA 94553 ReSan Ramon Creek Chaney Rd to Livorna Rd County File #PW 85-55 SCH#85062515 The Native American Heritage Commission appreciates the opportunity to express its concerns and comments in the environmental review process. As you may know, the Commission is mandated to preserve and protect places of special religious or cultural significance to California Indians (Native Americans) pursuant to Section 5097 et seq of the Public Resources Code. The Commission has the further responsibility of assisting Native Americans I cemetery and burial protection pursuant to Section 5097.94(k) of the Public Resources Code. We request that the County Coroner' s office be contacted if human remains of Native American origin are encountered during the project, pursuant to the procedures set forth in Section 7050.5 of the Health and Safety Code. Should this occur, the Commission will assist in expediting the preservation and protection of the remains in a respectful manner. We request that you consult with the local Indian community in this project area in order to mitigate potential impacts to burial sites and other cultural resources of value to their particular tribal customs. I have enclosed a listing of those individuals and/or groups who can be of assistance to you themselves or in suggest- ing those in the local community which may have concerns regarding this project ares - This information is provided to assist you in addressing the cultural heritage concerns of the appropriate Native American conuunities, and as such, the enclosed references are for agency use only and not to be considered a public disclosure. ?, This information may not be released, distributed or reproduced in an,./ form without the prior written permission of the Native American Heritage Cownlission. If yo4 have any questions please contact me for further assistance. I Sincerely yours, Apinette Ospital Special Assistant AO.jg Enclosure(s) I STATELIFORNIA GEORGE DEUKMEJIAN, Go,emor _ NATIVE AMERICAN HERITAGE COMMISSION F'", f': J'JTY 915 Capitol Mall, Room 288 - 4 Sacramento, California 95814 `, (916) 322-7791 APR Z5 11 47 N April 4, 1986 s �7 Anthony A Dehaesus Director of Community Development County Administration Building North Wing ..: P 0 Box 951 Martinez, California 94553-0095 Re:Draft Environmental Impact Report San Ramon Creek-Chaney Rd. to Livorna Rd. County File #PW 85-55 The Native American Heritage Commission appreciates the opportunity to express its concerns and comments in the environmental review process. As you may know, the Commission is mandated to preserve and protect places of special religious or cultural significance to California Indians (Native Americans) pursuant to Section 5097 et seq of the Public Resources Code. It is concluded from this report that the field survey indicated that there were no surface evidence of prehistoric cultural resources within the project area. However, it is possible that surface evidence of material may have been obscured and may be discovered at some later time during the project. Therefore, I will add that if artifacts or unusual amounts of stone, bone, or shell should be uncovered during ground disturbance activities, work is to be halted and a qualified archeologist and a Native American considered to be a most likely descendant of the area be contacted for an on-site evaluation and monitoring activity. The Commission has the further responsibility of assisting Native Americans in cemetery and burial protection pursuant to Section 5097.94(k) of the Public Resources Code. We request that the County Coroner' s office be con- tacted if human remains of Native American origin are encountered during the project, pursuant to the procedures set forth in Section 7050.5 of the Health and Safety Code. Should this occur, the Commission will assist in expediting the preservation and protection of the remains in a respectful manner. If you have any questions please contact me for further assistance. SinGe ely your vette Ospi taT Special .Assistant AD:bj cc: John Sespe , Regional Commissioner 5; r W Inut City Of April 25, 1986 Contra Costa County Community Development Dept. Box 951 Martinez, CA 94553 RE: COMMENT ON DRAFT ENVIRONMENTAL IMPACT REPORT (DEIR). SAN RAMON CREEK - CHANEY ROAD TO LIVORNA ROAD, COUNTY FILE # PW85-55 Dear Sirs: Page 15 of the DEIR identifies an area subject to innundation by a 100 year storm from Laurenita Way to the vicinity of Rudgear Road along the San Ramon Creek waterway. The proposed project is to improve the channel capacity between Livorna Road and Chaney Road. If the capacity is improved from 7,200 CFS (p.17) to 12,500 CFS (p.49) along this reach, won't it increase the frequency and volume of flooding along the flood prone area between Chaney Road and Rudgear Road? If the Corps of Engineers' project at Rudgear Road described on page 17 is going to alleviate the problem between Chaney Road and Rudgear Road, please identify how this is going to do it. Also, if it will solve the problem along this reach by allowing higher velocities in the channel, why won't this also solve the problem in the reach from Chaney Road to Livorna Road with appropriate slope protection measures? - Sincerely, F. J. KENNEDY City Engineer W. E. GIRARD Associate Civil Engineer FJK:WEG:jj Doc# 452 [37] P.O. BOX8039,039, 1666 NORTH MAIN STREET, I ALNUT CREFh', CALIFOR.N/A 94596 (415) 94.3-5800 4 ALAMO 4 /3' LAM PARKS AND RECREATION COMMITTEE County Service Area R7-A R t ; PARKS AN 'R*CREATION Apri 1 10, 1986 Contra Costa County Public Works Department ` Wanda Longnecker Chair Flood Control Division Dave Holleman Re: San Ramon Creek Flood Control Project Naomi Lind Bill Mullally Draft EIR , dated January 1986 Brian Thiessen Melda Kautzmann Gentlemen; Secretary your j proposal for a flood control project along the San Bill Reiley i Administrator Ramon Creek from Livorna Road to Chaney Road has been studied by the Alamo Park and Recreation Committee (CSA ' 7 R7-A) and we have found that much of your project impacts on our Alamo Parks, Open Space , Conservation and recreation Plan, adopted October 23, 1985 . Since the community response to our 1985 survey on recreational needs in Alamo placed a creekside trail system as the number two priority item we have addressed your project with this urgency in mind . Our plan identifies the San Ramon Creek, . its vegetation iand wildlife as significant features of the area and calls i for the establishment of a creekside trail (enclosures p.6-7 with strict attention paid to the preservation of the -- existing environment . The Alamo plan calls for an extensive network of trails L within the community (enclosure p .15) and the location of your project is a vital segment of our north-south linkage . (enclosure p.14) In addition your anticipated purchase of certain parcels near the northern terminus at Collie Crag mirrors our plan for a creekside park and trailhead , (enclosure p.17-18) at Ethat location and offers a unique opportunity for a fi 4 . r POST OFFICE BOX 1062 ALAMO, CALIFORNIA 94507 cooperative effort between the County and the Alamo community. In summary, your project area is one of the last truly natural creekside settings left in Alamo and the Alamo Park and Recreation Committee intends to expend all necessary effort to maintain this quality. We therefore , respectfully submit the following conditions of approval for your project: 1 . A creekside trail, with adequate safety features , will be incorporated into the construction along with the berm. 2 . The anticipated land purchase at the northern terminus of the project will be utilized as a park and trailhead. 3 . A comprehensive mosquito abatement plan will be used . 4 . The county will institute a regular and strict monitoring of construction traffic and spillage , with immediate cleanup, to minimize safety hazards to walkers , joggers and cyclists along Danville Boulevard and various access points . 5 . The County will adopt and implement a vigorous and ongoing revegetation plan, particularly, the riparian vegetation which has special significance as wildlife habitat . 6 . The County plan will take into consideration the temporary displacement of various species of wildlife and minimize this action through expert planning and L the consistent input and monitoring of construction by f United States and California Wildlife Services . Sincerely; Bill Reiley Administrator, Alamo Park and Recreation Committee oamavw > m> • c - c c } s 0 a v a > ao+ c crc rn • > ° as a aX a O O C.7 C a l O m a A O O M 4 r r a.0 C a c 0 C m c y t C ° m p W 4 wAa 4 ° y.... c ac ,.. ai u a ...... a E�, y R a... o„ ......_„� +, R .. °.-�-•�a,, E H U rrn aui °i 44 10"O 4 x c .Ru oui 4 U 0 1a ° ro 3 C E ., a d. 10 R-^"-a aJ a ..O• o"'-^�L y. .-+ > O a 10 44 ,u "O w C CT 10 '4 W.. "� 'O.q a y R r iT C .. C 10 4 p m m'*qto O.� O6miCS }.C� >yV'° h" aa+Ca a'C3.-.ticayID CC acrroacA.B.E a >.OwG `,Y y a w tp O u 3 °,O.'s to'O a R y�'"-1 L 4 •A> O.> u E E O. 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UY m V mom' mLL O N-r'O ptt.r A m O L A y+�F Lo mL v 6/V J.+L 61 O 7 - >1 LK u cpC 10 10 p. j C-J— O w0 3 o {�. v ad¢ nC•.� .�j61'O 3 m v N d > E d , of o G -�', W¢Y .0 y p > 0m OcN.uO'L1..ON ~ oL m >, y U ' 0 > E V x y A N d >+y O q m U z A ° O A L C A G .. qx ¢ Ee� Z O \NQ- qa Y O'A.� 7 A •r A E o 0 V C U /f •D'HJ"� C) Q d \\ �'O y C 7 ,� p y q q L q.+ H O JJ\ +C-' aL m A La' y OLL C >'� d-.� E c tl O 0. ~ \ \ .\\ L C cc C 7 C 0- N C A Lfl O �-no m w rC ,2 . ", %OUNTY L o GVirr`1�D EAST BAY MUN/c/PAL UT/L/TY D/STR/CT .__ sur of:T�rr�4,� �$. r. 4JK;?•'415J:f J$ ortr: --A`rR Z S ENGINEERING DEP4RTMENT J rINVI[tE .:,vsten;C1r:rt fnwnrer 8 C.L KAY Drawn mal Cunsr.v f Ch:e/fn0neer 49CHARD1 KOCM ,uanr CJ::rI Fnrlurrr April 2, 1986 Mr. Anthony A. Dehaesus, Director Community Development Department Contra Costa County County Administration Building, North Wing P. 0. Box 951 Martinez, California 94553-0095 Attention: Mr. Dennis M. Barry, Chief, Current Development Subject: Draft Environmental Impact Report San Ramon Creek--Chaney Road to Livorna Road County File No. PW 85-55 Dear Mr. Barry: Thank you for the opportunity to comment on the subject document. The discussion on page 89 correctly identifies the District's comments so- licited by the Notice of Preparation. Construction activities which may impact District pipelines should be planned and coordinated through William Bode, Senior Civil Engineer, Pipeline Engineering, telephone: 835-3000, extension 355. Yours truly, C. T. Way CTW:LJO:z G/W136.86 µ ' cc: W. Bode BOARD OF D11, C'Oi,S NELErV SURKt .i•�r�;l'IiC _':;Vr iFi n ?F,L1.1,1,r h:'.•1(JERR rlICL[Arti' h1f1R}'C bti:•;RRE1�l r 'centri l (:on1r(.1 (.ost(i SdnitiirV District 5019 Imhoff Place Martinez, California 94553-4392 (415)689-3890 ROGERJ DOLAN General Manager F Clwl Engineer JAMES L.HAZARD Counsel for the District �., (4 15)9381430 � April 24, 1986 JOYCE E McMILLAN x, Secretary of the District �r `. Contra Costa County -- Community Development Department County Administration Bldg., North Wing ;J P.O. Box 951 Martinez, CA 94553 A ' ATTENTION: MR. DENNIS M. BARRY, CHIEF CURRENT DEVELOPMENT �p r: t Gentlemen: .� DEVELOPMENT REVIEW SAN RAMON CREEK DEIR, COUNTY FILE #PW85-55, WS33 { ' THOMAS BROS. LOC. : 77D1 There is a potential conflict between the proposed San Ramon Creek Flood #_ Control project where it crosses our sewer line i n L ivorna Road. The potential conflict is highlighted in yellow on the attached sewer system map. Please provide the Sanitary District with the opportunity to select - the best alternative if the existing sewer facility is affected. ,. . Sincerely, Jack H. Case y Associate Engineer J HC:be i Attachment E _ f } P.ee ♦< ' �'t t � •ro r ' 2 cod s 00. tf 71 . F`�/• ,'�'`�`�\ `\, 't t� I � ems, trl r�`t _ �'c t as �>,. � �L'�:• •��,��}+�. � {��ypU,F-, ��"`� , "'i2•' J--` • ��rPc ,�•�-•„"' ' t� f"}/t ��R `/t`, •:+Y i� � y JM "�� /� /f"",\ 1 t' • ">+�• � ,Mos., r-� �"� �', .� j� �` \�� .... t r• � : "•";..+ rte- rsc ^ / 1 �it�� ..�. •�� O SPt4Pirl J `\ � ,..mac•/ � 10 1 29t a'" ai �' �,�"� w s"l' �t4�� \ sem) ; � j^ c`1r "� sc�`• _ ,�' +�� �" °' e 7� `` Z es et�� sl+ w , ,�e �1 suM�✓t''� y • �9 C. t? Pt�t � aOr ". ?Y '� \ tib \ PO� ✓ �\`p�{, f ��, //'�! 2 0�.: '-•1►'`s"� :� I P�L 4 ••d y,. ytf ` t l9'T`` 'Y ,,�t .c Mw,v EOI VL ul 20 �► e `4. � 0 5 k: �\ Y•�i,1 wfMM �` t 9' '` ...4 r0 z .:e'> pro ♦ ..�\J-,y,�.. � - � b.,. y,1, ,� tie` � S� ' • .2'�' tb ' �-i'fyc .. � �� f'.;�C.. �rt �� i •�. \ J - PAC I F I C GAG AND ELECTFt I C COI"1P'ANY I=GndE: -"- IS�=j BONANZA STREET t WALNUT CREEK, CALIFDRNIA 94596 { (415) 933-7769 MANAGi E:PC—WAI_NC.I 7" C:REE/c; f 1 O Apri 1 E3, 1986 Community Development Department County Administration Building , N Wing P. 0. Box 951 Martinez , CA 94553 Gentlemen: Regarding the attached E. I . F , we have gas main in Chaney koad- Livorna Road. It bridges are to be rebuilt , it will be necessary to relocate these facilities. Sincerely, ' �L u / ✓mac.. cam--- ?idPRE",! J•/�dLEF=;GES idek•: i�uilding Representative AJS: b.lb olifornio business, Ironsportwron ono riousr„y r y, y. e m o r a n d u m To Pam Milligan DO?e April 1 1 , 1986 : State Clearinghouse 1400 Tenth St. , Rm. 121 File No.: CC680-R11 .28 Sacramento, CA 95814 SCH #85062515 CC680096 11 From DEPARTMENT OF TRANSPORTATION —4 Subject: DEIR - San Ramon Creek - Chaney Road to Livorna Road County File #PW85-55 Lead Agency - Contra Costa Community Development Caltrans has reviewed the above-referenced project and forwards the following comments : 1 . Portions of the project work described in the document such as 43rading, landscape replacement, drainage improvements and modifications and temporary access roads are proposed within the State's right-of-way. Caltrans must review and approve the flood control district plans through the encroachment permit process. All work within Caltrans right-of-way must conform to the State's current standard plans and specifications dated July 1984, and the final design plans must be approved by Caltrans ' Permits Office . No permanent access to private flood control district facilities will be allowed through the State ' s access controlled right-of-way. Temporary access to the work sites, hours of work and any necessary traffic control will be strictly controlled by Caltrans in order to protect the safety of the travelling public. 2. Page 53 - Will construction traffic or construction operation, such as flagging traffic on Livorna Road, have an impact on traffic at the I-680/Rudgear Road and Livorna Road interchanges? It is not anticipated that this "project" will have an adverse impact on State highways other than the possible construction related impacts noted above. 3. The sound barrier berm along the west edge of I-680 should be higher than the line of sight ; otherwise, it will have little positive effect. L_ Should you have any questions regarding these comments , please contact Charlotte Cosulich of my staff at (415 ) 557-9431 . WALLACE J. THBART D District C A Coordinator SEW I APR 1 81986D Stats C1V . gb0USe STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD Phone:A reo Co&A 15 r SAN FRANCISCO BAY REGION 464-1255 1111 JACKSON STREET, ROOM 6040 OAKLAND 94607 ' 31 March 18, 1986 File No. 2128.04 (DAM)hlt M Mr. Dennis M. Barry . J Chief. of Current Development l Community Development Department 1 Countv Administrative Building, North Wing P.O. Box 951 Martinez, CA 94553-0095 -+. SUBJECT: Draft Environmental' Impact Report (EIR) San Ramon Creek - Chaney Road To Livorna Road. County File # PW 95-55 Dear Mr. Barry: We have reviewed the subject EIR and have the following comments F4 concerning erosion.. I : , ' On pages 97 and 98 the report states: "Specific, detailed plans are needed to control erosion during and immediately following the construction period. Measures should include, but not necessarily be limited to the following: a. Construction Season. Limit the work it the channel to the summer season when runoff would be low (May 1 to Octoberl) Earthwork performed after October 1 should be limited to erosion control measures. b. Hydromulch Slopes. All erodible slopes should be hydro- mulched and hydroseeded, or otherwise stabilized by October 15. i C. Inspection of Erosion Control Facilities. During the cons- truction period, provision should be made for routin3 inspec- tion of erosion control facilities throughout the winter rainy season, especially during and following high intensity e storms." a . The report uses the wording are needed to control erosion. . . " but does list measures that will be implemented. We recommend the above listed erosion control measures be implemented and that the EIR be �vamended to describe in detail how each measure ::ill be implemented. & If you have questions please contact me (area code 415, 464-0433) . ) Sincerely, Dennis ,Iishek a Section Leader s. DEPARTMENT OF THE ARMY SAN FRANCISCO DISTRICT, CORPS OF ENGINEERS/ 211 MAIN STREET ('r.'t!�:••:._' _ � ^• TY SAN FRANCISCO, CALIFORNIA 94105 - 1905 i.-,•j Rr�l• April 24, 1986 Environmental Branch 13 To: Mr. Dennis M. Barry, Chief Community Development Department P.O. Box 951 Martinez, California 94553-0095 Subject: DEIR - San Ramon Creek Flood Control Project, Chancy Road to Livorna Rd. , Contra Costa County, California (File No. PW 85-55) Your request for comments from this office was received on March 13, 1986 by your notice dated March 10, 1986. The proposed construction project will require Department of the Army Authorization under Section 10 of the River and Harbor Act of 1899. A copy of our pamphlet "U.S. Army Corps of Engineers Permit Program, A Guide for Applicants", is available. For additional information please contact our Regulatory Functions Branch at 415-974-0418. Impacts on wetlands, cultural resources, threatened or endangered species, and fish and wildlife resources are among the important environmental considerations for all Corps permit applicants. The project applicant would be required to provide the Corps with a copy of the cultural resources archaeological survey report. Questions concerning our initial environmental review can be referred to Patricia Duff at 415-974-0441. Thank you for including us in your review process. />�r< ri Roderick A. Chisholm, Il ' Environmental Branch Planning/Engineering Division S , eco st,�'F UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION IX -4r .tea 215 Fremont Street 4 San Francisco, Ca. 94105 pp pp u nPR 1306 Mr. Dennis M. Barry, Chief ¢ Contra Costa County Community Development Department P.O. Box 951 -3 Martinez , California 94553 { Subject: Draft Environmental Impact Report (DEIR) , San Ramon Creek Flood Control Project between Livorna and Chaney Roads, Alamo, California Dear Mr. Barry: $... The subject flood control project will involve the discharge of fill material into waters of the United States that fall under - the jurisdiction of Section 404 of the Clean Water Act. Therefore , the project was reviewed for compliance with Federal Guidelines for Specification of Disposal Sites for. Dredged or Fill Material ( 40 CFR 230) , as required by Section 404(b) ( 1) of the Clean Water Act. We have the following comments to offer at this time. 1. Specifically, the Guidelines require that the project is the least-damaging practicable alternative ( 230. 12(a) ( 3) ( 1) ) . The DEIR has identified Alternative 4 as the "envir- onmentally superior alternative" . Furthermore, the DEIR - has identified this alternative as the recommended (preferred ) alternative. However, the criteria used to determine if a project alternative is the least-damaging practicable alternative under Section 404 of the Clean Water Act may differ from requirements for the evaluation of alternatives x, under the California Environmental Policy Act (CEQA) . Additional evaluations may be necessary to determine if the recommended alternative is the least-damaging practicable alternative as required .under the 404(b) ( 1) i Guidelines. 2. Section 230, 10(4) of the Guidelines prohibits placement of s ' fill unless appropriate and practicable steps have been taken which will minimize potential adverse impacts of the discharge on the aquatic ecosystem. The DEIR identifies adverse impacts of the project on the agautic environment ( including riparian vegetation) of San Ramon Creek. How- ever, the DEIR does not identify specific measures to p offset these project-related habitat losses. We recommend 4 L__ -2- that the EIR identify specific measures to mitigate for unavoidable impacts to the aquatic environment of San Ramon Creek. We recommend that the project proponent coordinate these mitigation measures with the California Department of Fish and Game (CDFG) , U.S. Fish and Wildlife Service, and EPA during project development. 3. The discussion on Page 65, under Fish and Wildlife, identi- fies two fish species utilizing San Ramon Creek in the project area. Collections by Leidy ( 1983) , recorded six fish species within the project area (see attached article, Table 2, Stations 7 and 8) . Additional collections by the same author in February of 1984 recorded the presence of rainbow trout (Salmo gairdnerii ) in pools adjacent to the bedrock falls. Itissuspected that these trout were hatchery fish planted by CDFG personnel. Based on the above information, we recommend that additional sampling be conducted to determine the composition of the fish community in the project area. Thank you for the opportunity to comment on this DEIR. Because the project must be in compliance with the 404(b) ( 1) Guidelines, we recommend that you continue to consult with the U.S. Army Corps of Engineers and EPA during project development. Should you have questions concerning our comments, please con- tact Robert Leidy at ( 415) 974-7190. S i n c ej---e 1 y � 6- omaG. Yocom Regional 404 Permits Coordinator 1 Attachment cc: USFWS, McKevitt, Sacto COE, Scholl , Sacto CDFG, Lollock, Sacto CDFG, Hunter, Yountville 1 ' i . # IV. TRANSCRIPT OF PUBLIC HEARING TESTIMONY SAN RAMON VALLEY AREA PLANNING COMMISSION 18 JUNE 1986 4 x ^ Bill Cardinale C A property owner in Alamo and have a home that abuts the creek. Happy to see Commissioner Bishop is responsive to the concerns of some of the property owners as reflected her concerns the rest of this commission. Some of you may be aware I was person who brought this draft EIR to your attention at the recent hearing of a project that was brought before this commission just a few weeks ago at which time you requested an opportunity for this commission to be exposed to this EIR for purposes of review and subsequent approval . So there really hasn't been a great deal of time and exposure to this EIR from the time you requested until this evening's meeting. Because of that I would have some serious concerns about your closing the public hearing tonight. I would have hoped instead as has been the case of the County to accommodate the community by bringing EIRs such as this to the attention of those within the community who is most affected by problem. I may be incorrect but I don't think this has been done at this time. If it has been done then I certainly stand corrected. I think there is something too involved here to just proceed and close the hearing on the EIR and I think Commissioner Stevenson's comment that its a rather complete EIR is correct. I think it is a complete EIR and I personally don't have any quarrel with the EIR itself. The proposed projects that are brought out in the EIR are alternatives, their obviously choice of alternatives is that which is the most economical alternative, it certainly is not the most preferable alternative. Because that which is preferred is the most expensive and there is a monetary consideration here and that's why the choice of the alternative #4, I believe, has been selected. I think probably the most important - two extremely important points in this EIR are on page - one point is brought out on page 17. And I think that as December 7, 1941 will always remain in history, January 4, 1982 will always remain in my history because that was the night that I move into a new home on the creek and we were flooded out that night and our power went off and our heating went off and the creek bank overflowed and here we were in a real mess. q Fortunately our buyer of our previous home didn't have access to it until the next day so we evacuated on the evening of January 4, of 1982 and went back to our former residence where we could sleep that evening safety - ah - so I t P" might say that this particular problem ah has been an on-going problem for me since that date. As you can see on that page 17 it speaks to the fact that on ('f that evening the flow in the channel was equivalent to a 10 or 15 .year flood. We are suppose to be prepared for a 100 year flood and we flooded out in.a 10 F or 15 year flood along with San Ramon Valley Boulevard, along with Livorna Y _ Road etc. Important point. If you turn to page 107, the paragraph on page 107 says that the project will eliminate or ameliorate a possible constraint to development in the upper portion of the water shed - and the project will eliminate a problem. And that wonderful . One week, two weeks ago, I was informed that the Corps of Engineers, who was supposed to put up the money for this project is not going to put up the money for the project - and that unless there is some other way of obtaining money, this project, nothing may happen for 10 years. Well if attending to 15 year flood does it with the development that had existed in this valley in 1982, in that area, what's going to happen in next year's rain where the subsequent year's rain with the additional development that not only has occurred but is planned to occur unless this project gets underway immediately. My - I 'm torn between saying to you that the EIR should certainly be approved, but you have not mitigated in any way the problem because you will hear someone else's project next week, next month and will further contribute to a problem that can't be mitigated by approving this EIR. So there is something lacking in this EIR and that which is lacking is the fact that you've not made any provision for funding of this - and saying that the alternative to this project is that no development should occur that will contribute .to the problem until the problem is solved. And that's what is lacking in your mitigation of the problem. You have not provided for any manner to implement it. And you have no means for controlling the problem by in fact stating you have got to eliminate the problem until this project gets approved. Excuse me, until this project gets completed. That's what's missing from this EIR. Besides that I think it is well done and it speaks to all the problems, ah obviously the preferred would - be ifou were to chose the most aesthetically(?)y(?) attractive project of the € four alternatives that are proposed - ah I 'm a taxpayer and I think that under L_, my circumstances I 'll take the slice of bread instead of the loaf because I i v don't want to lose my whole kitchen ah but that's the solution and its not in here. You don't have any way of funding it. Commissioner Stone - Was the Corps of Engineers the primary source of funding {— for this? } Mr. Cardinale - Yes, it was going to be the primary source of funding from the Corps of Engineers and they have thumbs downed it - it wasn't that they did that but they tried to tie this project in the Walnut Creek project which is an ongoing project. They tried to hook this on to that one for funding and they were unable to successfully have the Corps approve this to be part of the ` Walnut Creek project - which is something like a 100 million dollar project and this is what? - a four million dollar project. -- Commissioner Stone - So what's Flood Control 's official position on this? Mr. Cardinale - I don't know if they have an official position - ah I was suppose to have had a meeting with Mr. Kubicek tonight and unfortunately at the last minute he was unable to attend so it turned out that prevented him from doing so and I am speaking with him tomorrow and I don't know if they have any official position - ah - how official can you get when there is no money? You know, that's the official position. There is no money. And its not just my house - I don't have any (?) from that vacuum right here about my problem but ah there is a whole bunch of us and its getting worse. When I bought that house the people had said - "oh heck, that creek has never g overflowed", you know," I 've been here over 20 years and we have never even F seen it come within the top". Now, all of a sudden that creek has come within the top, I mean like nothing - and next year its even going to be over the top more often than the once - and really, its bad news - and that's scary because you're not insured for this - you know you don't have any insurance for that that goes and you're wiped out - ah so - you know, ah your house goes and } that's a different story, you know, it a flood (?) . q - Commissioner Bishop The project area, the study area, do you think it is not big enough? it does not cover enough? Mr. Cardinale - Well I 'm concerned with my particular situation within my. community and yes, it does cover that. It does cover the problem within my community. And if you ask me should it be extended further, ah I would be inclined to say to yes, you know it should be extended all the way south, all the way from the Flood Control/Walnut Creek project which is what? Chaney Road and then go south from there - you know - yes I do because I think there are problems in Danville, there's problems in San Ramon with the development in the Valley. That creek as its now constructed can't - I think - I know it does certainly speak to the appropriate areas where our -, from the standpoint of whose getting the effects of the development that occurring away from the study area - because the development that occurring away from the study area is affecting this study area - and you know its pointed out in the EIR. It speaks to it: That's the cause of the problem - you know - the black tops and the roof tops - that going to add - its not rain anymore - you know, its not that we're getting more rain, its that we're getting more runoff and there is no where for ground seepage and so its going to hit that creek. So that's what's missing from the EIR, the fact that you don't solve the problem you make no means of implementation and nothing to stop the problem until (?) . And that's the only thing that's lacking. The Staff did a very excellent job. S Commissioner Stone - Why is this before us? Commissioner Stevenson - well we have Commissioner Stone - We can't do anything about it, then what the hell are we doing here? Commissioner Stevenson - the EIR had to be prepared for aJ ro ublic project and p p we have to ascertain if it is complete. Commissioner Sanders - the money has nothing to do with it. - 5 _ Commissioner Stevenson - that's right, we can't mitigate all the items, we can bring them up. Commissioner Stone - this is an exercise in futility. Commissioner Whitney not necessarily, there could be money made available at any time - and when that money comes up at least they have a project thats planned and they have an EIR thats been done on it and they can proceed and the way it has been in the past it was always lets do one more study and as a matter of fact I think that creek has been studied to death. I think that creek has been under study ever since I 've been living in the valley. Mr. Cardinale - Maybe I can contribute something to the answer, Mr. Chairman, and Commissioner Stone - ah you asked me a question, what the flood control 's official position is and I can't answer you on that but what I can answer is that an unofficial comment that was made was that the Corps of Engineers has a slush fund that every so often they are able to jump into and snag some bucks - that if you have got that pressing of a problem and so on so forth, well obviously unless this is approved you can't run that one into this - see so, it could be very useful to have this approved so that if that slush fund does become available you guys are ready to go. See, so but that's unofficial . Commissioner Palma - I would interested in hearing what staff has to say about all this. Knowing what is Flood Control 's position. Dennis Barry - The project at hand is certification of an Environmental Impact Report for a County sponsored project. This is required by the California Environmental Quality Act regardless of funding sources or the probabilities of restoration of funds that have been cut. We are in the middle of a process. The County did propose the project, the County did ` retain a consultant and together with the consultant prepared the Draft, the draft was in fact circulated for public review on March 10, 1986, notice of - its availability were sent to all of the adjacent property owners as well as being published in the newspaper, so as far as the comments on public review ' ~ r- L � go, we have not only met but have far exceeded the requirements of the [ ^ ' California Environmental Quality Act guidelines. � � Commissioner Bishop - as a commissioner, l don't (inaudible) � ^ Commissioners mention they did not receive report in enough time. � Dennis Barry - I believe that it is not unusual for staff to wait until perhaps a month before, at least a moMth, or maybe three weeks before the � hearing to forward the environmental impact report because of the difficulty ` in reviewing it several months before the hearing and then there are also { considerations that Flood Control isn't always ready and hasn't always ^ completed negotiations with the adjoining properties owners and so forth and ` detailed out the project, at the time that the environmental impact report is . } circulated, and s` they don't always schedule the hearing at the time that the - _ environmental impact is sent out and notices of its availability are sent out ' s0 l can imagine that it probably isn't unusual for you not to have received � . it at the time it was sent out. . ! L Commissioner Bishop stated she was more concerned about the interested property owners not having the opportunity to review the EIR. Commissioner Sanders noted there has not been much challenge as to the / L adequacy of the report at this hearing, � I 'm a little bit lost, we live on the end of the project, we own the Chaney Road Bridge and we have been well informed - they have had a lot of meeting and they have come to our house and we have been kept up to date. T don't ' think that T understand what you mean about approving the report, because from what you talked about they are no longer goingwith the recommendation of the � report. There are four or five alternatives and they changed their mind. 3o � what are you approving. ` � ' � � � � � ` - Commissioner Stevenson - we are not approving a project, what we are saying is that the Environmental Impact Report is complete. Now if it is not complete, then you should make a statement as to what you fee should be in the report. Now Mr. Cardinale mentioned there was no money for this project, and we all know that and I didn't realize it wasn't in here but we can't refer too much € but if there any other thing you should make that statement. No, its very complete, it just the part they approved, that they recommend, the report, is no longer what the county wants to do. How does anyone reading that report know that? Commissioner Stevenson - well I 'm not sure I understand what the county wants to do. May we have your name? It's Donna Unnini - and I believe there are five alternatives and the report recommends one as their final - but they've changed that since then - they're no longer doing that. The reason I know that is because we, our house was going to be moved, that's what they recommended and so now they've changed that. We're concerned because of the bridge. So what I was questioning was t ' how can you approve something that they have already changed, that's no longer valid. Are you only approving the fact that this is a complete report not �- that they've changed their mind. Commissioner Stevenson - yes, we not approving the project at all . We are just saying that the report has everything in it. t Commissioner Stevenson - at some future date you may want to object to some of this. Ms. Unnini - its very complete. i Commissioner Sanders - moving your house may or may not be an environmental impact. Mr. and Mrs. Unnini - it is to us. Trees are environmental . Alan Findley - I 'm not sure if this is appropriate or not but my name is Alan Findley attached to the Flood Control staff. I could probably answer some questions about some of the changes that may or have not occurred on this project. And I'm really surprised at the fact that we don't have any money. I didn't realize that. One point that I did want to mention is Mr. Cardinale I'm fairly certain you were involved in a meeting about a year or so ago and we had about 8 or 10 or so of the adjacent property owners, property owners right along the creek, and discussed this project with details. I think they ` have been pretty well informed all along as to what our intentions were and the directions we were going in. I think a key point that needs to be kind of clarified here is when we go to the Corps of Engineers for money and we are trying to tie this project in the Walnut Creek bypass project, that the key concerns the Corps of Engineers has is what's called a benefit cost ratio. They want to make sure that a project doesn't cost anymore than the expense of the damage that would be incurred if we were to have a 100 year event. The one thing that did happen was Alternative 4 which was measured which is the combination of all the different schemes, even that alternative came in a little too high, so we begun to look at other means of reducing costs. One of the alternatives that is being explored is and was in fact an impact on the speaker that was up here before myself was the possibility of not depositing a _ lot of the excavated material adjacent to their property. And we re looking we're examining the cost of doing that which we may discover that it is less expensive for us to actually excavate material as part of the channel construction and haul it off site versus buying expensive property adjacent to the project site and depositing the fill there. But that issue is so far under study and has not been resolved yet. I think the key thing to keep in mind is that I received no official notification that this project is not ' going to be funded. All I know is at this stage we're looking at reducing some costs. Another consideration is based on the studies that _I have been , . " ^ i - ' '-° .' . � involved in, this is the only stretch of that creek that is inadequate at this ` time and that's why we are addressing the need to this segment of the creek, ( ^ those portions both downstream and upstream were, lets say upgraded and constructed years ago, as far as I know those portions or stretches of the i creak as adequate at this time. � Commissioner Bishop again stated her concern about people who live beyond study area but feel they are still affected by the project not being notified. � Mr' Findley explained that everyone within the project site was notified. Mr. John Courtney: I live on the Creek south of Stone Valley Road. I would , like ask a question' You state that if this improvement from Livorna to � Chaney Road is made that this would solve the problems. � Alan Findley - It would solve the problems upstream' The flooding problem - occurs --------based on our analysis (could not hear because Mr. Findley �- responded from the audience). Mr' Findley explaining how the project would -- only help. iMr' Cardinale - With all due respect to Flood Control , they did a wonderful - job bringing to the attention of the community the problems and taking our i_ input and l didn't mean to imply that did not occur prior to this EIR' Because that EIR was developed from the various meetings and even came to the � � homes and had meetings with us as groups of homeowners. What l was referencing was the EIR itself' I have a letter here that was sent by Mr' � Barry on March 10th to different individual and organizations, etc' advising ' us that the Draft EIR was available and that if we had comments on it we Should have a response or written comments to the county Community Development L~ Department mailed by April 24th' I have the letter hare which was addressed to the Community Development Department certified mail , April 24th, in which I ! raised questions and pointed out positions that I took that l said you did not speak to and you did not mitigate these problems. You created problems' � � Since that letter of mine of April 24th which is approximately seven weeks, I � � '' have not had a phone call , I have not had a letter, I have not been advised of ..:, one meeting on this EIR since that time. To which I thought we would have as we usually do on. EIR, you get a response that says this how we're going to deal with that problem. Well I didn't receive it, I 'm not saying they didn't mail it and I 'm not saying they don't have the wrong address, all I 'm saying is that I received no response to this certified letter that I sent on April 24th and because of that I took that position that I espoused to you, Commissioner Bishop, that I didn't think the community since this EIR was available had enough indication, because I 'm speaking about my situation myself. Maybe someone else got responses and had meetings where they would discuss questions of the EIR. I didn't get one, I received no communication -- and it might have been some other reason besides. Commissioner Whitney —don't we usually have meetings other than the sort we are having now. Mr. Cardinale - often times you' ll discuss an EIR at the community level with an AIA or Danville Homeowners and then they will have a public meeting on it. Commissioner Whitney - well then you think the AIA didn't know or doesn't have a copy of it. Mr. Cardinale - I have no idea, I 'm an AIA member, I don't know, - I can't answer that. Commissioner Stevenson - I believe that it why we are having this meeting right now. Mr. Cardinale - Sure, I agree. What we are discussing is the question- of closing it tonight. Commissioner Sanders - Doesn't the staff assimilate all that sort of information to prepare the final draft on this and they address everything that is written by citizens, isn't that true, and we haven"'t gotten to that � ' . ~ ' _ � point yet. Doesn't mean that is going to be ignored, I don't think. I means ' it will be given to Ws When we get our final reports on this draft. Everybody ' wants a personal and private response and I don't think that is the intent � when everybody, when it closes, we give them ~----days and we get a hundred � letters and they will all be addressed in the final report to us when we have the final hearing' Isn't that right? Isn't that What we normally do? �- � Mr' Barry - that is correct. In fact back in the introduction I did indicate ` that staff is recommending that you allow lO days for written comments and that you set July 16th for ------~- Maybe l should explain the process a � little bit here -------~---- ` My' Cardinale - Maybe this commission should accept this ElR but they haven't even seen the public's comments on this. They haven't even seen your responses' Commissioner Sanders - they are not even suggesting we accept anything ' tonight. Lets hear everything, give lO more days and get the final report. — Not going to approve anything tonight. Never been suggested' � Mr' Cardinale accepts that they are not going to approve anything tonight' � Commissioner Bishop again tries to clarify her concerns about public's knowledge of the EIQ' � Mr' Barry assures her that all comments will be addressed and ample time for comments. Dolores Courtney - wonders how you get an Environmental Impact done on other � areas along the creek where there are affected properties? ----------- / �~ Commissioner Stevenson and Mr Barry explain process' ' - s r� � 1 Mrs. Courtney gives the problems along their side of the creek and feels this project does not solve the overall problem. Sanders moves to close public hearing and allow 10 days for written comments to the staff-------------- } b i 't { t ' f f `a DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE SAN RAMON CREEK FLOOD CONTROL PROJECT BETWEEN t LIVORNA AND CHANEY ROADS IN ALAMO, CALIFORNIA G f 1&� K . INCLUDING= ENGINEER 'S REPORT APPENDIX B WHEN REVIEW OF THE EIR IS COMPLETE, PLEASE RETURN IT TO: CONTRA COSTRA COUNTY PUBLIC WORKS DEPARTMENT, DESIGN DIVISION Contra Costa County DRAFT ENVIRONMENTAL IMPACT REPORT SAN RAMON CREEK CHANEY ROAD TO LIVORNA ROAD IMPROVEMENT PROJECT COUNTY FILE # PW85-55 JANUARY 1986 TABLE OF CONTENTS SUMMARY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I. PROJECT .DESCRIPTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 A. . Location. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l B. Proposed Proiect. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 C. Typical Sections.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 D. Need for Proiect. . . . . . . . . . . . . . . . . . . . 12 E. Corps of Engineers. . . . . . . 17 F. Other Channel Modification�Projects... . . . . . . . . . . . . . . 18 G. Flood Control Drainage Area 13 (D-13) . . . . . . . . . . . . . . 18 II. . ENVIRONMENTAL INVENTORY AND IMPACT ANALYSIS. . . . . . ... . . . . 20 A. Physical Description. . . . . . . . . . . . . . . . . . 20 B. Existing and Future Land Use. . . . . . . . . . . . . . . . . . . . . . 25 C. Hydrology and Hydraulics. . . 44 D. Plans, Ordinances and Policies. . . . . . . . . . . . . . . . . . . . . 50 E. Traffic and Circulation. . . . . . . . . . . . . . . . . . . . . . . . . . . . 53 F. Water Quality. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 G. Vegetation and Wildlife. . . . 59 H. Geology, Soils and Earthwork. . . . . . . . . . . . . . . . . . . . . . . 66 I. Noise. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76 J. Air Quality. . . . . . . . . . . . . . . . . . . . .. 85 . K. Cultural Resources. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 L. Enercjy. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . 88 M. Utilities. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . 89 III. ENVIRONMENTAL IMPACT ANALYSIS. . . . . . . . . . . . . . . . . . . . . . . . . . 93 A. Legal and Policy Constraints. . . . . . . . . 93 B. Future Land Use and Hydrology. . . . . . . . . . . . . . . . . . . . . . 94 C. Traffic and Circulation. . 95 D. Water Quality. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . 97 E. Wildlife and Vegetation. . . 98 F. Geology, Soils and Earthwork. . . . . . . . . . . . . . . . . . . . . . . 102 G. Noise. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 H. Air Quality. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 I. Cultural Resources. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 IV. UNAVOIDABLE ADVERSE IMPACTS. . . . . . . . . . . . . . . . . . . . . . . . . . . 106 V. GROWTH INDUCING IMPACTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 VI. ALTERNATIVES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 108 A. No Project Alternative. . . . . . . . . . . . . . . . . . . . . . . . 108 .B. Plans Eliminated from Further Study. . . . . . . . . . . . . . 108 C. Environmentally Superior Alternatives. . . . . . . . . . . . 110 VII . INTENDED USES OF THE EIR. . . . . . . . . . . . . . . . . . . 112 VIII. ORGANIZATIONS AND PERSONS CONSULTED AND DOCUMENTS UTILIZED, SELECTED REFERENCES. . . . . . . . . . . . . . . . .. . . . 113 IX. EIR. PREPARATION AGENCY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116 i LIST OF TABLES TABLE NUMBER I. ESTIMATED WATER DEPTHS AND VELOCITIES ON FLOODPLAIN. . . . 10 DURING PEAK DISCHARGE FROM THE 100-YEAR FLOOD II. SUGGESTED WATERSHED INFILTRATION RATE. . . . . . . . . . . . . . . . . . 48 III. WATERSHED INFILTRATION RATES AND ROUGHNESS FACTORS FOR YEAR 1976 AND 2020, SAN RAMON CREEK WATERSHED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 IV. ESTIMATED PEAK DISCHARGE FOR RUNOFF EVENTS IN THE PROJECT AREA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 V. ESTIMATED VOLUME OF TRUCK TRIPS DURING CONSTRUCTION PERIOD. . . . . . . . . . .. . . . . . . . . . ... . . . . . . . . 55 VI. SAN RAMON CREEK WATER QUALITY DATA. . . . . . . . . . . . . . . . . . . . . . 57 VII. RIGHT-OF-WAY AND EASEMENT REQUIREMENTS NORTHERN FILL AREA. . . . . 72 VIII. TYPICAL SOURCES AND NOISE LEVELS. . . . . . . . . . . . . . . . . . . . . . . . 82 IX., CONSTRUCTION EQUIPMENT NOISE LEVELS. . . . . . . . . . . . . . . . . . . . . 84 X. MEAN MONTHLY TEMPERATURES AND PRECIPITATION DATA. . . . . . . . 86 XI. AIR POLLUTION SUMMARY - CONCORD AND LIVERMORE STATIONS. . . . . . . . . . . . . . . . 87 XII. HISTORIC RESOURCES INVENTORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 XIII. 20-YEAR ENERGY INPUTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 XIV. SUMMARY OF VEGETATION TO BE REMOVED. . . . . . . . . . . . . . . . . . . . . 99 ii LIST OF FIGURES TITLE FIGURE NUMBER 1 Vicinity Mai. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 Project LimitsMap. . � . . . . . . . . . . . . . 3 3 Improvement Plans, Northern Reach. . . . . . . . . . . . . . . . 6 4 Improvement Plans, Middle Reach. . . . . . . . . . . . . . . . . . . . 7 5 Improvement Plans, Southern Reach. . . . . . . . . .. . . . . . . . 8 6 Channel Cross-Sections A-A' Through F-F'.. . . . . . . . . . . 11 7 Channel Cross-Sections G-G1 Through K-K 13 g , 8 Flood Hazard Map. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 9 Key to Views. . . . . . . . . . . . . . . . . : . . . . . . . . 22 10. Views A & B. . . . . . . . . . . . 26 11 Views C and D. . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 12 Views E and F. . . . . . . . . . . . . . . . . 28 13 Views G and H. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 14 Views I and J. . . . . . . . . . . . . . . . . . . . . . . . 30 15 Views K and L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 16 View M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 17 Views N andO. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 18 Views P and Q. . . . . . . . . . . . . . . . . . . . . . . 34 19 Views R and S. . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . 35 20 Views T and U. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 21 Views V and W. . . . . . . . . . . . . . . . . . . . . . . . . . 37 22 1959 Aerial Photograph. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 23 1984 Aerial Photograph. . . . . 39 24 CCCFCWCD Land Use Map (Year 2020) . . . . . . . . . . . . . . . . . . 41 25 Revised Land Use Map, San Ramon Creek Watershed. . . . 43 26 Sphere of Influence Map. . . . . . . . . . . . . . . . . . . . . . . . . . 45 27 San Ramon Creek Watershed Map. . . . . . . . . . . . . . . . . . . . . . 47 28 Vegetation Map, Northern Reach. . . . . . . . . . . . . . . . . . . . . 61 29 Vegetation Map, Middle Reach. . . . . . . . . . . . . . . . . . . . 62 30 Vegetation Map, Southern Reach. . . . . : . 63 31 Rare, Endangered & Threatened Species Map. . . . . . . . . . 67 32 USGS Geologic Map. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 33 USGS Surficial Deposits Map. . . . . . . . . . . . . . . . . . . . . . . . 70 34 Northern Fill Area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73 35 Views A' and B' . . . . . 75 36 Views C' and D' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 37 Southern Fill Area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 38 Views E' and F' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . 79 39 1990 Noise Contours. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81 40 Historic Resources Map. . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 41 Project Alternatives. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109 APPENDICES APPENDIX A: INITIAL STUDY APPENDIX B: ENGINEERS REPORT APPENDIX C: HLA GEOLOGIC MAP AND SECTIONS APPENDIX D: ENERGY USE STUDY iii SUMMARY The Contra Costa County Flood Control and Water Conservation District proposes drainage improvements to a 3 , 350-foot reach of San Ramon Creek in the Alamo Area. The project extends upstream from the Chaney Road bridge area to a point immed- iately upstream from the Livorna Road bridge. The Federal Emergency Management Agency has issued "Flood Hazard Boundary Maps" that indicate an area approximately 152 acres west of the creek is subject to overbank flooding during peak runoff from the 100-year flood. (Within the area subject to inundation, there are 208 improved lots; the average value of improvements on each lot is $175, 000. ) The existing channel is only adequate to contain the 10-year flood, and erosion of the creekbank is now threatening resi- dences and other improvements located on the west bank. In future years, as the extent of urbanization increases in the San Ramon Creek watershed, the frequency and severity of . flooding will increase. The intent of the project is to con- tain runoff from the 100-year flood within the channel. The project has been designed to minimize disturbance to developed lots in the neighborhood west of the channel, and a benefit of the project that is favored by area residents is the construction of a 2, 300-foot sound barrier berm along the west edge of I-680. The only significant area of ,contro- . versy concerns the sensitivity of the pro)ect to environ- mental values. Construction activities will result in dis- ruption to one of the few remaining stretches of natural creek habitat in the area. Effects of the protect include: partial loss of the riparian corridor, along with loss of upland vegetation to the east of the channel, and destruction of existing aquatic habitat. Moreover, some of the planned improvements (fences, concrete drop structures, vile and plate walls, etc. ) will, over the long-term, diminish the wildlife value of the project area. The Flood Control District has prepared a set of preliminary improvement plans for the project, which are presented in Figures 3,4 and 5. The following is a summary of significant impacts and potential mitigation measures. A. Legal and Policy Constraints 1. Im act. Altering the floodway could result in problems with creased mosquito populations. Mitigation. If the District works cooperatively with the . mosquito Abatement District, the mosquito population can be kept to a minimum. I 2. �IIm__ ac�ct.. The California Department of Fish and Game (CFG) and the U.S. Fish and Wildlife Service (FWS) are concerned about the effect of the project on a) existing vege- tation, and b) aquatic and wildlife habitat. Mitigation. The Vegetation and Wildlife section of this document addresses the concerns of CFG and FWS (see Summary, Page III. ) . 3 . Impact. After the project is completed, the flood hazard would be virtually eliminated. However, if the. FEMA maps are not changed, property owners could be required to purchase flood insurance and property values could be adversely affected. Mitigation. The District should petition for reevaluation of the maps by FEMA. B. Land Use and Hydrology 1. Impact. Since the District's land use map was prepared In 1975, there have been changes in open space planning in the watershed. Miti ation. Reevaluation of the hydrology of the water- shed is .not warranted. Nevertheless, it is apparent that the land use map used by the District in its hydrologic study overestimated future development. Special design features that either enhance the fish and wildlife habi- tat value of the channel or preserve a mature tree on the perimeter of the disturbed area appear to be hydraulically feasible, even if they would result in a slight, localized reduction in the cross-sectional area of the channel. 2 . Impact. The proposed flattening of the channel gradient "8ould result in a sedimentation problem. Sedimentation can significantly reduce flow capacity, or result in higher than normal .maintenance costs. Mitigation. The potential for sedimentation was not quan i ieff—in the project documentation. If it received attention during final design, it is unlikely that sedi- mentation would be a problem. C. Traffic and Circulation 1. Impact. During the construction period, .heavy trucks wo�bring earthmoving equipment and construction mater- ials to the job site. Local roads may be subject to damage as a result of these loads. Mitigation. The contract should specify that the con- tractor will repair any damage to roads caused by II construction traffic., based on a road condition survey before and after construction. 2 . Impact.. Turning movements by trucks at intersections can pose traffic safety problems. Mitigation. At all hazardous intersections, the flagging ofrt afic will be provided as necessary to avoid serious safety problems. 3 . Impact. Spillage of earth materials from moving trucks can be traffic safety problem to motorists and cyclists especially if it occurs on curves or at intersections. Mitigation. Measures available to control this problem include: a) paving Glade Lane, b) spraying loaded trucks leaving the site with lignin sulfonate, c) street sweeping along haul routes, as needed, and d) emergency Spillage pickup. D. Water Quality Impact. Soil erosion from the site could increase by as mucT as 200 times the normal rate immediately after con- struction. . Mitigation. With the use of best management practices, e amount of sediment that is transported by the creek can be kept to an acceptable minimum. Measures that are available to control erosion include a) limiting the construction season, b) hxdromulching and hydroseeding_ erodible slopes, or otherwise stabilizing them prior to the onset of the winter rainy season, and c) providing for routine inspection of all erosion control facilities throughout the rainy season, especially during and follow- ing high intensity storms. E. Vegetation and Wildlife 1. Imeact_ In the short-term, all existing vegetation and wildlife habitat it provides would be removed by grading activities within the improvement areas. , Mitigation. A list of significant vegetation affected by e proje?E is presented in Table XIV, p. 99. During final design, improvement plans should be refined to mini- mize damage to this vegetation. Care will be needed to inform the contractor of these areas, and to closely moni- tor his performance in this regard. 2 . Impact. In the long-term, the consequences of project implementation are dependent upon a) type and extent of revetment placed along the creek, and b) type, extent and design of landscaping which would be provided in disturbed areas. III Mitigation. If a detailed landscape plan. was prepared Uat addressed the concerns of CFG and FWS, the long-term vegetative effects of the project could be minimized. Species used in the landscape plan should provide habitat diversity and complexity. Ornamentals such as oleander, black acacia, green wattle and eucalyptus should not be used. F. Geology, Soils and Earthwork 1. �IIm Impact_ . The proposed project will generate approximately T4( , 0__� yds. of fill. Sites for disposal of fill have been identified, and the District's geotechnical con- sultant has provided general recommendations to govern its placement. Mitigation. The earthwork should be done under the super- vision of the geotechnical engineer, in accordance with the recommendations of his report and the grading regu- lations of Contra Costa County. 2 . Impact. A large landslide is mapped by Hardin-Lawson ssoc ates between Station 9+00 and 12+00. This slope Ts an unstable condition. (reference to stationing is to "old creek" centerline shown on Figures 3,4 and 5. ) Mitigation. Prior to final design, the District's geo- ec nica consultant should investigate this slide and provide recommendations to achieve long-term stability. 3 . �Im Impact. The northern fill site poses short- and long- erm impacts to developed lots on the periphery of the area to receive fill. The lot at 1376 Chaney Road also constrains the channel alignment. Mitigation. Include all three (3) developed lots on the east anc within the project area, and refine the improve- ment concept accordingly. G. Noise 1. Impact_ . The project would only be a source of noise dur- nng he construction period. Excluding piledriving equipment, machines of the size expected to be used in the project, noise levels of 85 to 92 dBA at 50 feet would be typical. For piledriving equipment, 101 dBA would be typical. Mitigation. A reasonable target for construction equip- ment is a maximum of 85 dBA at 50 feet (excluding piledriving equipment) . Means available to control noise are as follows: a) use equipment with high quality IV mufflers, biuse engine enclosure panels, c) eliminate unnecessary dling, d) use good maintenance practices, e) erect acoustical enclosures around particularly dis- turbing work locations, f) restrict construction activi- ties to M-F, 8:00a to 5:00p, g) keep residents informed of planned work schedules and planned completion dates. H. Air Quality 1. Impact. The earthwork needed to construct .the project is a source of particulates (dust) . mitigation. It is recommended that water mixed with lignin suTfonate be sprayed as often as necessary to control dust. I. Cultural ,Resources Impact. Although there are no known prehistoric sites wi -lnthe project area, the possibility exists for archaeological materials to be uncovered during construc- tion. Mitigation. If archaeological materials are exposed during construction, earthwork should be halted within 100 feet of the find until a qualified archaeologist has had an opportunity to examine the locality and advise the Corps of Engineers and District of its significance. The archaeologist should provide recommendations to protect the site from damage, if they are deemed necessary. V I. PROJECT DESCRIPTION A. Location The project is located in the Alamo area of Contra Costa County. It consists of drainage channel improvements to a 3, 350-foot reach of San Ramon Creek. Figure 1, Vicinity Map, shows the location of the project area with respect to major thoroughfares and communities in the central. Contra Costa County area. It also shows the approximate extent of the San Ramon Creek watershed that drains through the project area, and it shows the location of the pro ect area with respect to Suisun Bay and the Carquinez ' Strait. Surface waters carried by San Ramon Creek are conveyed northerly to the channel of Walnut Creek, and ultimately the runoff is discharged into Suisun Bay, approximately 12 miles north of the project area. Figure 2 , Project Limits Map, shows the reach of the creek that is to be improved on a Public Works base map at a scale of 1"=4001 . The alignment of the existing channel is represented by a dashed line. As the map indicates, the downstream terminus of the project is approximately 200 feet north of the Chaney Road bridge. The improvements extend south to a point approximately 150 feet south of the Livorna Road bridge. Figure 2 also shows lands currently owned by the Flood Control District and CalTrans, along with additional right-of-way that will be required if the project is to be constructed. B. Proposed Project The planned improvements are presented in Figures 3 , 4 and 5 at a scale of 1 inch = 80 feet. The base map for these plans is a 1985 aerial photograph that shows existing cultural features, vegetation, and topographic contours. The Engineer's Report provides a detailed description of the plan elements, along with a discussion of project costs. The following discussion is intended to summarize and provide an overview of the proposed project. 1. Objectives The main objective of the proposed improvement is to pre- vent uncontrolled flooding of the residential neighbor- hood that is west of the project area. The project is designed to carry peak discharge from the 100-year flood with 2 feet (minimum) of freeboard. (Freeboard is a safety factor in the design; it is the difference in elevation between the water surface at peak discharge and the top of the proposed channel improvements. ) A second objective is to control the rate of erosion and sedimentation within the channel right-of-way. VICINITY MAP 1' 2.5M1 DATE: 1 X86 r R M lq San Ramon Creek Chaney Rd. to Livorna Rd. o Improvements Project COUNTY FILE*PW 85-55 EXPLANATION Main-channel of San Ramon Creek/ :..A Walnut Creek/PachecoGeek Area shown in Figure 2 1jt, 31.:. 1"E y�-✓+Y .7 t :.'n' h itt W:. t Y f Ilk rt: `✓.jt'r-",�� d."•r���� �.'-"..1�� :.�r j t\:: r , + � �"^._ � ,� } t,t\.� J ^ ice+ i. ; jx/ l .41 tt3a" l`X; W7 �' _3PHH}C . y �. {fie,rQ F r� � � , ✓" '" 1 ra p a 1 c 4.,✓ \. � r r+ . E i \ nti d r r ) �• $LACk 2 ti4 tfid�tb aA d3 5 S A7� a � �iaEt ad qz I 1`�k , d'Z,<X S l• '\. � `.• C S y� `. {( 1�:., x `/ f �. r r3 i „� 'r .r ,, >✓ Vin'.' . vol 1 1 / slat, Yzz rrrrdr•rrr••r e•i�►4• ��� //// � •rte' rrr rrr rrr ♦; r / ... •,. i��r -� rte•. ,/ //, / S MMA 4 r. ✓��/ ` �!! t 2 . Design Criteria The controlling factor in the design is a .commitment to avoid or minimize disturbance to improved residential lots along the west bank, including protection of landscape trees at the top-of-bank. The existing channel drops 10 feet in elevation within the project area. The proposed design provides for a 6 to 8-foot drop in elevation at the Livorna Road via a concrete chute. Immediately downstream from this concrete chute, a concrete-lined stilling basin is proposed to dissipate energy, thereby slowing the velocity of the runoff. Below the stilling basin, the channel would have a uniform gradient of approximately 0. 1% to 0.2%, and the floor of the channel would be several feet lower and 20 feet± to the east of the existing channel. In general, the top of the west bank is to be retained in its existing condition, and would remain in private owner- ship. The District's permanent right-of-way and mainte- nance responsibility will extend to limits of improvement only. Any property that is unaffected by the District shall remain theproperty owner's responsibility. The basic design is a trapezoidal earth channel, with a plateau or bench located where space permits. Where the channel is constricted, and an earth channel is not -feasible, a permanent retaining wall is proposed on the west side of the improvements (pile and plate) . Where an erosion hazard is anticipated, the improvement plans call for the use of gabion mats, or equivalent . 3 . Disposal of Spoils The fill materials generated by construction would be dis- posed of east of the channel, between the creek and Inter- state 680. Two disposal sites have been identified. (The location of the sites and grading concepts are presented on pp. 72-80 ) . One is currently owned by the Flood Control District; the other is private property that consists of several parcels, some of which are developed. The east edge of both fill sites overlaps the western portion of the CalTrans right-of-way. The Flood Control District .has made preliminary contacts with the property owners and CalTrans. However, negotiations to acquire right-of-way and/or grading easements for a project of this type are not initiated until the Final EIR has been certi- fied by the County and the project approved. The earthwork for this project would be done in accordance with the recommendations of the geotechnical engineer's report. A representative of the geotechnical engineer would be present during the earthwork to observe field operations and make density tests. 4 4 . _ Terminology The Improvements Plans, Figures 3,4, and 5 are annotated to show the various means of slope protection that have been incorporated into the design. The following defini- tions are provided as an aid to the reader. Gabions: A rock-filled metal wire basket. It is ayed on the slope to protect it from erosion. The wire basket holds the rock in place. It is generally used with filter fabric under it to prevent the washout of the finer bank materials by the creek flow. Grouted Rock Rip-Rap: This method of erosion protec ion uses rock rip-rap held in place by a layer of concrete placed over and around the rock. This form of protection can be placed on steeper slopes than the loose-rock type, and the rock is less likely to be dislodged by vandals or stream flow. La in Planking used to retain an excavation. In the propose project, use of 12"x10" redwood timbers in five (5) foot lengths is anticipated. They are to be laid behind steel H-beams. Loose Rock Rip-Rap:. A method of slope protection where a rocs layer is placed on the slope and bottom of the channel to protect it against erosion. The rock must be large enough .to prevent it from being dislodged by the force of the flowing water in the creek. This alternative is also used with filter fabric for the same reasons given for gabions. . Pile and plate wall: A retaining wall using steel H- �esamplaced vertically in drilled holes or driven with apile driver. The space between the vertical i piles s filled with timber lagging of sufficient thickness to span between the pilings and hold the dirt behind the wall. This wall is proposed to pro- tect existing residential structures which are located close to the west top-of-bank. 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'hx$S. a P % ,of iiiiKOO:� 0' Now: x.-u: :0M. .1 i X its CO Typical sections To aid in visual iz in the proposed:-improve' encs a series. of - epresentative crass-sections have been. orepared by the Flood Control District: ' These :sect ons which are labeled AA' through. .KK' ar+e presented in Figures G :aride '7 .. at a..� scale of l" = 80' and are the same kale, as the: Improvement Plan p p p y ' Areas of pronos cut are re resented b a arallel 11ne pattern. and fill areas are represented by a dot: pattern The water surface elevation for the future, channel, during peak discharge ftom the 100-year flood, is represented by the: to of a:. triangle. p Thee sections extend from the downstream :.end of the prof eot {AA! } to, the Livorna Road briage {KK' } They—are useful in showing the general ' character of. the:, planned, improve Ynents, if not the. details of the design, for., each reach* of -channel. With regard to the secti.ons and l elsewhere in the DEIR } all referencing to S.tatzone pertains to: the :stat aping alan+ . the "old creek:' centerline. This- line extend from Station 0+00 atth+e downstream end of the project to station ,3 3+50 at '.the .upstream end of the}pro)ect. It should also be noted that the .f,loor.- of, the existing`.chanwel is. :not. accurately .portrayed on th;e sectlions...... What the sections ac ua sow is the-water surface. elevation..., on 10 January 19 8 5. Aerial photographs of the project area were �taken. on� that.. .date, subsequeritly, a topogra hic map la`s generated from the. photo raphs and cross .sectlorns were prepared: .using the topographic maps.. Typically, the floor of_:.the f existing channel zs �. to 3 feet lower than t e ec- tions indicate. However, in some areas the. floor, of.--.the Channel is 8 or 10- feet lower: than the (sections indicate (e,.g, under the Chaney bridge, water. depths exceed 8 feet) The description of each section - i.s as , follows.. section AAS statim 0+�0 Shows a trapezoidal earth than- Mel Floor of c anne . wz 1 be. 3 0 feet .wide within 1OMI j2: 1 embankments that are 14 a.nd �2 fast in vertical height. The section indicates that the depth of, proposed cut .is .-4` feet below the floor of the channel However the ro'ect r p 7 wouldnot redoes the fall in. elevation°of: the �creek At: the .bedrock chute downstream from the prod ect The bans of the',,Channel,,.would be cut in ,sandstone -bedrock, - so . s . r unl ke-ly that revetment,. or any other, type of bank protea tion:, would be re ir, d' Th e i tin outed rock will x s ` J'g r be. retained on the upper. par Ion o e east .bank Section 8B' Station 3+45 shows a moth}f ed trapezo dal. c anise a as a 34- oo bottom width and 2l embank- r menta The f loodway has an elevation :+19.8- 0 ft. ; a 4 p....foot 9 wide floodplain is proposed west of the f loodway at eleva- tion. +204 ft. , There no rock protection in this area except that which exists on the . east. bank. Section CC' Station 6+44 is -located at the,.. north ter- minus o a pi lean plate wall. Thi: wall defines the south 1 imit ' of the f loodplain shown :gin Section -BB' The wall is ,proposed as a practical means of providing.-a hydraullc. design that can curry.,runoff through the project . :area, and at the same time, avold the need to acquire right-of-way- at e expense of the developed residential ,. lot at the terminus of Sunnybrook Road. The wall is approximately 2-4 feet east of the top-of--bank. Section DD' (Station 10+52 shows a trapezoidal earth chan nel with a 2 : 1 embankment on the west bank 'and 1-1/2 1 on the east bank. The bottom width of the channel would be 30 feet. Where sandstone bedrock is exposed in the cut slope., no special engineering measures would be required .to control- eros .on,. Where alluvial soils are exposed on ,the east bank, gabion. mats or other revetment rock .would . beoused. to control erosion. Section EE' Statio*h 14+13 shows 'a trapezoidal earth channel with a main enance road on the east bank. The channel would have a 'bottom width of 22:_f eet with� embank- meet possessing a gradient of -3 : 1 ' The. effect' of the planned improvements would be to shift the centerline of the channel approximately 30 feet to the east and lower the` floor of tithe channel by approximately.­10. feet, ! The existing top-of-bank on the west , sidE: of the channel is at elevatlon +224 feet. The portion of this bank that is above elevation +210 feet will not be modified by the proj ect Section FF' Station 1.6+13 shows a modified trapezoidal channel with a bottom width 'of 16 feet,- and a floodplain on the east bank at elevation +205 feet. The west bank has a zlope- gradient of 3 : 1; the east bark possesses gradients of -2: 1. .The maximum. depth of. cut is approximately 25 feet.,* Like Section EE' , the upper portion cif the west bank would be retained .in its natural condition. Section FF' also shows a maj or fill area east of :the chan- nel The section shows a 50-foot high - fill * slope. that possesses a slope .gradient of 2 : 1, and with drainage ter- races at '25 feet vertical intervals. The shoulder of Interstate 680,,is located immediately► east of this .section . 10 - CHANNEL CROSS-SECTIONS EXPLANATION Existing ground surface A-A' THROUGH" F-F SUIS: I"•80 FIGURE: -Future:ground surface DATE: -.86, T .....,Water surface elevation.during peak discharge from the .100•year flood (forproposed project) San Ramon .Creek .Chaney.Rd. to.Livorna. Rd. Excavated material Improvements Project ....... ••••• -Engi neered fill COUNTY FILE#PVA/85-55 A' 226"--- A- �. :�T _.. z�:.�..."«. 220 EXISTING GROUTED ROCK 200 � t ' 200 - 1.6 Z�1�»Y"1 6 ELEV +196.5 - B' 2so 240-7-. i' - 240 - �220.. ---- ___ ----- _� �; . 220 . 2 200- 1 CONFORM TO EXISTING 2OO SACKED CONCRETE BANK C, ELEV +196.9 260 240- C. 240 220- --• - -"-.- -- -- ,}: ,, 2. � 20' PROFILE DOWNSTREAM PILE PLATE OF PILE a PLATE. --200 _ELEV +197.-25 -� 571 Do 240 D -240 220 2 E, 200 ELEV + 9 .7 200 280 �... 260 240 E 240 2 220 X220 200-- 3 •:, F1 280 ELEV +198.3 .2. 260 •2 •:f' 240-.-;-.- ..240,.F '•'� 220- _ \ —220 _ , 2 200--1 ' s , 200 ELEV +198.76 . Z1 - 5.ection GGStation 21+76 indicates that the creek chan- ne wou a realigned .'approximately 80 feet ,east of its present ..1ocati.on. The existing channel.. would be retained in . its existing condition and serve asa flood lain. The floor. o f p the channel would be at elevation +200 feet. Section HH' Station 24+06 shows the floor of the channel is -o e s .1 ted 20 fee o the east. and .is to be approxi- mately 7 feet lower,than the existingchannel. . The west . . bank is to be a gabi.on mat. The Vortion 'of the west bank above the gabion mat will be retained in its existing ; condition and remain in private ownership. A.:- floodplain is proposed on the east bank at elevation +205 feet, along,. with a maintenance road elevation +220 feet. The cut slope- overlooking .the maintenance road would be 7 0 feet .high, -possess a .gradient of 2 : 1 and have drains a vertical intervals. terraces at 25 foot vertg Section JJ' Station 30+16 shows a sectionimmediatel Y downstream from the stilling' basin. The channel embankment would have a gradient of 171/2 : 1 and be . lined with boulders - to .protect banks from..erosion. A 12-foot high retaining structure is proposed on the 'east bank. The top-of-bank on the- west side of the channel would be shifted approxi matel 10 feet to the west. Y Section KK' Station 30+97. shows a section through the- propose concre e s i inch. basin. The floor of the sti.11- . . ing basin would ,be approximately , 12 feet below the existing channel elevation. The -embankmentwould., ossess .a radiant 1. 1. The west bank would be 33 feet, high. D .Need for Project Development within the San Ramon Creek ..watershed has. covered much .of the land with paved surfaces and structures,- increasing runoff ratesand subsequent creek flow volumes. These.- increase' s in waterflow rates and local population density have created a need for flood control measures in the,prod ect area. Flood. control measures presently ln, existence do notprovide adequate flood pro- tecti.on. during -a 100-year flood .event. The primary hazards are creekbank eros i.on and ove;rbank flooding. . Over the hong-term, creekbank ,erosion can result. in loss- of property. and. ..damage .to (or destruction of.) improvements..., The effects of overbank flooding may be .summarized. as follows 1.0. .nirectdamage from .flood waters to residential .land improvements, and personal -property, 1 .2 Ponding of polluted floodwaters in or ad'acent. to o u lated areas. 7 p p 12 L , C C> L. AA'' ♦.I lu s •~ � cD cv• �, c •0. --� n v) Go p p ' N N cm L d O v, CA o C . � • ` ,y W C. F- � .0. Q I J - � .�. 0 Q � ,� oc . W . . x w J . C � (3► - w UJ Z a O : r ,v • Co - S 00q N 8 CO N N N N N 00 0' "it N 0 ] N NN - I � �I 0' O 0: N N N U ui • z , , It:z 2 - Y 1 co', O • O.: O O N Cl +" � Z W W • o J o aJ a W W W cc CoY U cc 0 w ,a/ (%j .lCDP i 62/ + I .:.: W ui 0'. N O N � N N N N N N N (!3. Y 0 0 0 N C). O 0 "N N N N N � N .O:. • N N N, 3.1 Outf low, of raw ..sewage ., from sanitary sewers due to the . ... infiltration of floodwaters into these sewers. 4 . Loss of vital public utilities during periods of high water. 5. Damage to and failure of public and private bridges and culverts due to- their inadequacy, or their , obstruction by debris lodging against them. 66 Damage to and failure o f public and private. streets, 7 . Depressing effect upon property values in the inundation area., especially in the. aftermath of a flood. 8. Hazard to .the public health of the .community. :90 Hazard to traffic from excess storm water on, public streets`,. roads and highways; also, the hazard and . incon-- venience to pedestrians (including schoolchildren) who use such public thoroughfares. 10. Disruption of traffic on Danville. Boulevard.. In. 197.2 the. Federal Emergency Management Agency (FEMA) issued Flood Hazard Boundary .Maps to Contra Costa County. These maps, along w8th revised maps issued in 1978, identi- f ied areas subject to inundation by a flood event with .a . re.currence interval of 100 years. Such an event ''has a 1% probability of occurrence in any given.. year. For the pur- poses of their evaluation, FEMA considered .the prevailing land use pattern for their hydrologic analysis With con- tinued development in the watershed, the speed and volume of runoff can be expected to gradually increase'. time. Thus, over a period of decades, the 100-year flood that was the basis of the .TEMA analysis will become a flood with a shortened recurrence interval (perhaps 80 or . 90 years) The FEMA maps identified a 150± acre area, that was subject,to inundation between the Rudgear .Road bridge and the Livorna Road area .The flooded area was bounded by the channel of San Ramon Creek on the east and the Southern Pacific right-of-way on the west. In 1985:, :the Flood Control, District performed a hydrologic study to define the area subject to flooding more accu- rately,, provide information on the elevation. of the water surface during peak discharge, and provide: data on water velocities in the floodplain. Figure. 8 Flood Hazard Map, resents the results of that study. The flood prone area 1s approximately 152 acres. As Table I indi ates, water depths .in the inundated area average 2 to 3 feet, but range. up to 5-1/2 feet. ... Within the flood-prone area there are .22 2 parcels (200 improved lots:, . 14 vacantVarcelz):'. Most of. the mproved ' lots are single family residences on 1/2 acre parcels. g p The average value of the improvements on each lot is $1751000- - 14 ;4Y01 F 00 u HA z RD SCALE: t)µ Mao '" ; rl► DATE.i41(i �C;{�RE. • •• Sa !r •��', � 2.35 �{v '•• pr' ''• l/B ,. \, z37 219 _9 rx4 amon Cr, A� nane eek ,3t Y Rd. to ��Y :.; ' I,mproveMentsc�rna Rte ::, p • , 0' rO jeCt 1CouwP\V/ ry 85-55 RES ,' .' 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N Qa n 9 e ul i t 5�A- rtl9♦ \,'��. , TABLE I. EST=MATED WATER DEPTHS AND VELOCITIES ON FLOODPLAIN DURING PEAK DISCHARGE FROM THE 100-YEAR FLOOD FLOW VELOCITY DEPTH SECTION- .No:* . (, ),, .(fps).. 3+00 250.0 1. 1 5.4 .,15+00 2500 1.9 4:7. l 28+00 2800- .1.5 5.0 43+00 3000 2.0 5.90 55+Oo 3000 0.8 5.5 66+00 4700 2 . 0 3 .5 74+00 2500 1.2 3.3 78+50 ' 650 1.4 2. *See Figure 8 for. location of sections **Depth is the maximum at each section Source: - Contra Costa County Flood Control . District Flood events with a shorten recurrence interval will,. cause overbank .flooding. However, the area subject to inundation and the elevation of the ..water surface will be .somewhat less ,than for the. 100-.year event. Flood Events At least three (3) times in the. past 30 years, severe storms have caused property damage within the project area. The frequency and severity of damage can be, expected to worsen in the future as more development . occur s. The storms . reported herein. were county-wide in their effects, Information. in newspapers and government . files .'is limited to a few problem areas thatwere the focus. of attention. Nevertheless, the available .information provides data an the.. type of damage that can be- expected i.n ..the future , December 1955. During an eight-day period, approximately 4 0 inches o rain was recorded in Cont�.ra Costa county. Water onded on Danville Boulevard .and adjacent low-lying P areas. The channel of San Ramon Creek ran bank full, and considerable erosion occurred to .properties fronting .on the. creekbank. (Mr. and Mrs Max Meier a f. 14 3 2 Chaney. Road reportedly lost 20 feet of 61 October 13, 1962. More than 10 inches of rain fell during a 24-- our perio . Fortunately, this storm occurred in the early fall, when the watershed was. dry. Consequently, a high percentage of .the rainfall was held by--,soils'' and vegetation. Although no overbank flooding occurred in the praj.ect area, heavy eros ion. occurred, private bridgeswere destroyed, and water ponded along Danville Boulevard and . 16 O's- the 'adjacent area.:, Had this storm developed later in the '' V nter w en soi s In the watershed. were saturated, overbank ,f lood.ing would have . occurred in theprof ect areai. Januar 4 1982:. Approximately 6 'inches. ofrain. fel-1 in a 30 hour Pero At 120 0 a..m on January 5th, the wat:er, crested' '' ithin a -few inches of the top-of-bank at the terminus 'of Sunnybrook Court and at Paso Nogales . Overbank flood-ing. Occurred immediately, South . of Livorna.. Road, cauS- Ing flood damage,, Several r:o ernes adj acent to- .the g g. p � p , .creekbank experienced heav erosion. In the aftermath of this flood, approximately 10.0, 000 was spent ing: the creekbank ,,at , the rear_ of 1452 . Paso Nogales, the -central support of the Chaney Road. bridge was broken loose, and oversee erredcr p. eekbauks throughout,ahe project area experienced,varying degrees. .o .,.erosion-, At peak di.scharge,l runoff carried by San Ramon Creek through the project ,area, was 7,200 cfs '9: This event clearly .indicated. that the capacity of-: the existing channel. is 7120.0 cf s, which corresponds: toa G.. or 15 year flood (i..e. an event. which has. .a recurrence interval on the average, o f 10 to 15 years) E. Corps of .Engineers, walnut- Creek Prajec Th+e Walnut Creek project was authorized by' the- Federal Flood Control Act::of. 19 60 (Public Law 8 6-64 5) and extends from Suisun Bay to San Ramon Creek _at: Rudgear Road in the southern,.. art of the Cit y of Walnut: Creek. Most of the p oo control ' improvements that , can,:be ..seen downstream 'f rom Rudclear .Road are the result of the project The Corps of Engineers (COEI) Ipro j ect provides f lood protection to the Cities- of' Walnut. Creek, Concord, Pleasant Hill, and Martinez through raising of existing levees, construction of new levee.s,. . and channel modifications and enlargements The Contra Costa. County F1ood.Control: and Water Conservation District (FlOod Control District) acts. as the non-federal sponsor of the project. It provides all bands, easements and rights-of-way..for the pro ect relocates, all utilities; and operates and maintains the completed: project. As con- struction of each.-unit of the project is completed; it is trans.f.erred to the District for operation and- maintenance remaining hose of the ro eco is the The ,last g p p 7 San 'Ramon, Bypass Channel,, A.-proposed32-foot wide rectangular con- cre e- lned bypass channel that will extend from anRamon ... Creek near Mulrwood School in :the City: o f Walnut Creek, 17 north. alon g the Southern Pacific right-of-way and connect- to the Walnut creek channel just~ south of Ygnacio 'Valley- , Road. All flows greater than 100 cfs in San Ramon Creek would be .diverted to the concrete channel The purpose of the b ass channel is to alleviate the .flooding and erosion . yp . problems that plague the downtown area of Walnut Creek. All environmental documentation for the San Ramon Bypass Channel has been completed and design is proceeding. . construction is expected to start.. in... late 1985 and take two to three construction seasons to complete. Pro osed channel improvements between the bedrock chute at 'Proposed Road and the Livorna Road bridge is not currently a portion of the. Walnut Creek project. However, this reach of channel is only adequate t.o accommodate. a 10-year or, 15- y ear flood. Depending on the construction costs, and 'cost benefit ratio, this project could be .i.ncluded within the Walnut Creek. project. ' If it were included in the Walnut . Greek Project, a channel adequate to contain the 100-year flood. could be constructed by 1990 :If the improvements had to be . funded by local sources, it . is uncertain. when construction would occure. F. Other channel Modi f icaation Projects rr �mrrrrrr rr �r.�rr soil Conservation Service The U.S. De artment of Agriculture, Soil Conservation p . . Service improved the segment of chann+sl from Rudgear Road to' the bedrock chute below the Chaney Road ,bridge. . This reach. of channel is adequate to contain the 100-year flood. Over-,most of its extent the channel is trapezoidal-shaped, with grouted rock embankment and an earth floor G.. Flood Control .Drai.naa Area 13 (n..13 By resolution of the Board of Supervisors, Drainage Area 13 was establ ished to improve .drainage in' a 'portion of the Alamo Area that is west of San Ramon Creek. In adopting its. resolution,. the Board approved drainage. improvement, plan's -pre ared by the Flood. Control District and �.t established s cumulate in the 0-13 account - drainage fees. As fee ac � improvements are made. The improvements shown on. D-13, plans arra those which would convey runoff to San Ramon Creek .more .. efficiently.. Thus, they are intended to ameliorate the ondin of. water in �streets and low-lyin areas that occurs p g i .. � during.- episodes. of heavy .rainfall each winter. They do not address the problem of overbank f looding on San Ramon Creek. . Makin improvements to the channel of San Ramon .Creek is beyond the financial capability: of D-].3 At 'a public meeting., some .residents of the praj+pct area com lamed about drainage problems. that are an ongoing, p year-to-year problem in. portions of the neighborhood, that: is west of the prof ect area. For information :on future drainage improvements -Within-.b- county Z ervice.:Area D. 13 1. contact the Flood'. Control District during, normal, business hours. (MF:- 8-12, 1-5) The County. h.as responsibility. for ma;i.ntain,:ing drainage facilities within the right-=of-way of u -ic..:roads p i.e.Dan vllle Boulevard) Problems such as debris. accumulation in drainage ditches Alongublc: roads p are responded- to' by .the County. 'It .is pertinent to note that the. main :channel of San Ramon Creek is he maintenance responsblt�i of the District -onl where it has been im- proved :and maintenance responsibility has been accepted by the: Flood: Control District Within: the roject- area the p , • Flood Control District currently has . responsbi.:lty for maintenance.:.Of the. channel alon the creek 'frontage, Of • ,g Dls. r ct-owned property Q see Figure 2 )... However, if. the propoed project is approved; the Flood Control. District would acquire fee. title to the floodway -and. -;would assume maintenance responsibility for the limits of channel 1m 'prove both l.on itud�.nall , g y and laterally... Unimproved banks above the limits of District work would remain the . ; responsibility o f 'res idents 19 :II ENVIRONMENTAL 'INVENTORY A.. Physical Mescription The project site is located on the extreme east flank of the San Ramon Valley, in theAlamo area. San Ramon Creek is adentified- as a perennial stream on the U.S. Geological Survey topographic map The reach of channel that is ro- p, posed for improvement, drainsa watershed. of. 47.61 sq.. miles Fi ure 1 ,(see. g ) The avers e .mean seasonal precipitation is 21. 6 inches Elevations within. the .watershed range from approximately +200 feet. on the floor of the channel at the downstream end o f the project to more than +2000 feet in the .extreme upper watershed. . The ave:racje upper elevation - along the watershed boundary, however, is between . 1000 and 1500 feet. . 141 Outstanding Topographic- Features The outstanding topographic : features in the vicinity of the site are 1)- the sandstone outcrops and the bedrock chute 'at the downstream, end of the project,, and. 2.) the slope of the valley floor at 1% away 'from the channel. The sandstone outcrops consist of• cemented sandstone. that is exposed on the east bankof San Ramon Creek between the Collie. Craig bridge and the Chaney Road :.brig e. IThis g sandstone .strikes �northwest, subparalael to the general alignment.. of the channel, and dips to the northeast at::a steep angle. The. bedrock outcrop supports a -distinctive assemblage of plants. The sandstone as quite resistant to erosion. . In .the area. of -the bedrock. chute. (rapids , drill'. ), holes and other mechanicalncal markings made by the Soil Conservation `Service in'- the . 1960 's are still visible and they appear .fresh With regard to the second topographic feature ordinaril y a creek channel is located at a low point on the. valley f l,00r. Surf ace . runof f in the watershed is carried by overland flow to drainage swales, . or minor tributaries, which convey runoff to the master stream that . drains the valley. However, in. the area west of the proposed project, the. lowest elevations occur near Danville Boulevard, several hundred feet to the west of the channel. This- to his topographic relationship -Sul theali nment of the . gchannel may have been modified bymanAlthough i.t is speculative, it appears likely that the natural creek char- ne.l followed the axis of the topographic low .on the valley , floor. Sometime around the turn of the Century, the channel was relocated to the extreme east side of the valley, This would have made the rich, - loamy Soils along :the :natural creek channel available for agrcultuzal use, and it would haVe .placed 'the creek at location least disruptive t0 agricultural operations. 20 2 Existing Channel The west bank is- typically 15 to 20 feet.. in height, over= steepened, and sloughing.. In ,many localities it possesses a gradient of 1: 1, .or steeper. The east bank is generally higher than ,the west .bank, . but is similar in other re spects. The bottom width of the channel varies consider- . . .ably but averages .15 to 20 -feet The top width,. at the elevation of the west top of bank, varies between. 60 and '17 0 feet. Oblique Angle Photographs To rovide additional insight. into .the character of. the project area and immediate viclnity, a series of oblique angle photographs are presented. The viewpoints. are plotted on Figure 90, Views of the ,channel are arranged 'in a geographic sequence that, extends, from the downstream end of the project to the Livorna Road bridge Each photograph was taken during the summer, 1985. Figure' 10 View A. Looking northwest at. the . linear; grouted-rock channel constructed by .the soil. conservation service.. . . This reach . of channel . is.,downstream..from the, prodect, The bridge in the middleground .is the Collie Craig Road bridge. It provides access to.. the. Unty. Center } (church) property,z. along with the residence at 2358 Danville -Boulevard.. The church proposes to . rebuild this bridge when theirproperty is developed. F ure 10 View Be Looking northeast at the bedrock chute (rapids.) a. is I ediately downstream. from the pro:ect area. . The creekbank in the right foreground is concrete. The unvegetated creekbank in the center middleground of - photograph is grouted -rock. Note the large trees along the. top o f, the east bank Figure 11 View C 0 Looking southwest from the shoulder o Hig way 68 0, with a guardrail in the `foreground In the mlddleground is the reach of 'channel that was realigned by CalTrans during freeway construction in 1962 This segment of the channel :possesses a dense growth .of willows. On- the west .bank of the creek is a row of Small` redwoods.- These trees"are located at the rear of the vacant lot at, 1421 Twelve Oaks. Court Figure 111. View D. -Looking northwest at the. segment of channel realignby CalTrans. In the right middleground is the residence. at 1376 Chaney Road. The two-story resi- dence in the left middleground hasa street address of 1.432 Chaney Road View E presents a close-up view of this old. farmhouse 21. . o ��E 14 GO e� K �XP`ANO► ,�� thro , 1 . � Off'.+Cc a Rd►, F inures p�tE. r.Ram ��orr W See W1 C�► O ro�ect hOtrpR OWN Ky to g4 ewo {or p 81-55 �► - co ` ♦ ` cc r s sob y +. + a + vy ijqll VIM '0 % low Ilk ♦. `' i 'SII r�°Sr �°�r • ♦,��g .,,,w,....,o:� '" t a* IW 16 �ap � obi � ` � d� ♦ g o ..- {�i 4♦ ♦10 J' a ' +�� ,♦ P eta 10 . R f- . � �♦ p ♦�\ , .•.•h�.a ��to �` ` w Nb 2 „ 40 g * �•A�. *44 v���•O ''iW �,may. Nk NP. j� _ Cyr �„� $� 1' � q ` "•o w .ti 140 ADC C ' '. �..� o � � IT 4t> sy, J ' Fi: ure 12 View. O The Max Meter residence at 14.12 ...Chaney oa is home is a reminder. of the agricultural his.:ory b. of the Alamo area. ..Figure- 12 ,F View. F. Looking downstream at the segment of creek- rea igne: y, Cal Trans.. :The growth of,, Will is con tinuous alon41 the- bank :.but does not, foam a canopy. over, the creek In the background is -the residence at 137.6 Chaney Road. Fi ure 13 Vlew G Lookln -, northwest`_.at the. creekbank ron age of 1429 Sunnybrook Road.. The . lower portion 'of the bank is sacked '',concrete 'and the upper, portion is .grouted rock, Maintaining the ,creekbank has been a pr nate responsibility.-. Consequently, the eros-i.on.,:,protect ion measures undertaken by property ,owners .vary from lot to lot Fi ure 131. View.-HO: booking south-east :([upstream:) froa a bedrock, outc.rop located, in the center of the channel. This photograph was -taken from: the same vie oint 'as views F . and G. Note ghat the channel is narrow, wth- sandstone ou crops on the -east bank. The small rapids in the fore- ground,. indicate that the creek:.has a steep. gradient':in. thi's area. Figure 14 View 1,6 : Looking..northwest at.:grouted .rock bank a e rear. o 1452 _Paso_ Nogales,,'..'. This wall ,wa' construc- ted in- the . a f termath of the 4 .�anuary 19 8 2 storm' ..The channel filled to. within. 1 or. 2. inches ,lo f the top-of-bank during. peak discharge, and heavy erosion of the bank : y occurred. The slope protection, work was undertaken td save a pool-, which is iYrimediately adjacent to the top-of-bank. Figure 14 V 1 ew. J. Looking northwest) at -a clump of oaks on the east an : :The channel :o f. San Ramon Creek .is located in the left foreground.'. Construction of the project will result in loss of all vegetation on: the east : bank between Chaney and Livorna Roads. Figure .15View Kv' Although- creekbanks tend to bei, ., e over ,. , :s eepene and ero. i.ng, there is evidence of sedimentation on the channel floor in reaches that have a low gradient: (001 � . Typically, the sediment is f ine-grained.._sand that forms narrow ._sandy beaches The.'sand,sand is: derived from: erosion, of bedrock outcrops : Figure 15 View L. Looking :northwest at the trunk of a ving, . 1i- nc .diameter ..-.oak...-.oak. The 'exposed.,roots .of this young tree bear. witness to. a rapid.. rate of. creekbank retreat during historic time. . Fl ure 16 View M. ' Looking southwest at- the overstee tined : tree an a he rear of 1410 Silva- Dale. This bank IS:- nearly vertical and 18 feet high. The lower .2 or 3 feet of the bank is. sandston.e bedrock which is overlain b approxi- mate.ly 15. ,feet of valley alluvium. The . building in the upper right is set back 13 to 15 feet from. the top-of-bank. Figure 17 View N.. Looking.-.southeast at a se ent of .. .Channel a possesses- a low .gradient, and which is ,dined with willows. The willows are growing. In sandy. sediments deposited by San Ramon Creek. Fi ure 17 View O. Looking northwest at a typical. view of e channel. in a project area: The water was clear and Warm, durin the Summer, 1985. The lower portion of the creekbank is . lined with willows .and other riparian vegeta tion. The Tight-colored area in the upper right is the grassy, eroding upper portion of the creekbank. Figure 1.8 View P. Looking, southeast at upstream -.portion othe projec area The vehicle in the background is on - the ..Livorna..Road bridge: The large tree in. the right. foreground is an oak located at the top of the west bank. Figure - 1 View .Q. Looking northeast .at a segment of cree an a experienced sloughing and heavy erosion dur- ng the 1981=82 and 1982-83 winter rainy seasons, The top of ..the photograph. approximately coincides with the top of the east- bank. In this area, the :bank is 20 feet high and possesses a gradient of 11.- The bare. soils exposed in . the creekbank .,are unconsolidated, sandy clays, that present a high eros ion. hazard. Figure 19 View .R Looking at the west bank .of Sane Ramon creekrom a Llvorna Road .bridge. The oak is leaning toward the channel as a result .of. deep soil creep,. The Large, light-colored blocks near the trunk of the oak consist of construction material (concrete, asphalt) that have been -end-dumped' on the slope in an attempt to control erosion. Figure 1. f .View S.'. Looking southeast (upstream) from-the ivorna Road rige. A rock-lined channel bank will be . required upstream, from the bridge. This rock_l fined will . of channel .wi.11 serve' as a -transition. zones separating the1.natural Channel from the concrete chute that is pro posed-under the bridge Figure 20 'view, T. Looking southeast along. the alignment o anvi a Boulevard. On the left side of the: photograph, Side streets ramp over :an earth ditch. Drainage is not well-defined on the west side of Danville Boulevard Historically, water has ponded in this ditch and on the roadway during unusually severe rainstorms 24 . F'i re 20 View U. Looking northeast at the Arbor Road -from Its intersection with Danville Boulevard. The ground elevation at the far .end o f the .road cat thechanne l). i s +22505 feet where- the vehicle is parked,. the elevation is +220.2 feet. Thus, alone the .alignment of Arbor: Road there is a rather consistent 1% slope toward Danville Boulevard. ' Figure 21 _View V. Looki.ng 'northwest along the shoulder of Highway 680o. . The trees on the left s ide of the photo- graph are 20-foot Monterey pines that have been planted by CalTrans within .their right-of-way. Further north along the freeway frontage of the prof.ect, CalTrans .has planted eucalyptus. The placement of fill west of the freeway to create earth berms will necessitate removal of these trees. View 21 View W,. Looking northeast across Highway X80- a 1 e sugar oa Hill open space area, City of Walnut 'Creek. This photograph was taken from the west shoulder of the freewaY g.. su arloaf open space is not visible from the creek, or from the residential neighborhood that is west of, the creek. B. Exi.sting and Future Land Use Yb� YIOYYYYYYYYYYI 1. Project Area and .Vicinity Theroect site is bonded. on the West by 'a residential • u P � ' - iare bots, d on an neighborhood of si.ngla famly homes on 1 g • the- east by, Highway 680. . to single-family residence 's located between the creek and the freeway, at" both the extreme north and south ends o f .thy: project Insight into the changes in land use . that have occurred in the project area is best -illustrated by comparing older and recent photography of the area. 1959 Aerial Photo ra ph. Walnut orchards were first estate... . ishein e Alamo area in the 187 0!s� and: this use con- timed into the 1950°s. By 1959 the population was grow- ing rapidly, and. walnut orchards were beinT5ubdivided to . create .residential lots. As Figure 22 indicates, the. minor road network west of the project area was in place by 1959, and many of the lots had already been developed. In 1959 the onl north-south road was Danville, Boulevard. Y The freeway was constructed in• 19 6 2 .For reference Figura 22 shows the freeway alignment, along with the segment of: creek that was realigned to the west when the freeway was constructed. .1984. Aerial Photo ra h. 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Illy .......... ....... ....................... .................. ....... ............... *.......... ..... ............. .......... ................... ..................... . . .......... ...... ................ ......... ....... ........... ..... .................................. ........ ...... ......... ....................:::, ... ,.. - .: . - ........................ ........ ............ ........ ................ ........ .... ...... .................. .......... ............. ...... ............. ........ ... ............. .............................. . ................. ............. . ............. ...... ................ ....... ....... ............. ............. ... ......... ........ ....... ..... .................... ......... ............... ........ ............... ............... ... ........... ........ ........ ............. . .......... ...... ............ .......... ........................ .......... ... . ......... ............. ...... .... ................... ....... ............. .......... .......... ............. .......... ........... ...........Rol. ........... .................... .......... ........... ........ ........... ............... ............ ..... ....... .......... .... ......... ........... ............................ San Ramon Creek aney . tollvorna Rd. VIEWS G & 'H Improvements Project SEE FIGURE 9 -FOA KEY TO VIILWS COUNTY FILE*PW 85-55 WX'i ........... ... ............ .......... ....... ":X, ...... X ............ . . ....... X'::: x.; .. ........ .......... ijiji��i�i ....... .......... .......... ............. .......... ................. ..... ... ....... ...................... .... .... . ............ ................ ......... .......... .......... ...... ............ ....... ... ........... .......... ........... .................... ............ ............... ............. ------------- . ......... .............. ---------- .................. ......... . ......... ..... ..... .... .......... .. .......... ...... ........... FOR ............... ............ .......... ........... .......... .......... ........... ............. ............. . . . ....... ......... .......... ......... .......... ... ... ......... .......... ............ ...................... ............ .. ........ ............. . .......... .... ............... ... ....... ....... .......... .................. .................. .......... ......... ..... ...... .......... .......... .......... ............ . .......... ...... ........ ........... .... ...... .......... ............ ..... ..................... ........ .... ............. ............... .......... ......... .................... ............. ..... ....... .......... ........... ................ .. ........... ........... ............ ....... %. .......... ............... .......... ........... ............ -------- ----- ----------- lftek San Ramon Cove Cha-ftney Rd.. to Livorna Rd. v I Pro.,W-W s Pr *ect Improv.e-menA, COUNTY FILE*PW 85-55 SEE FIGURE, 9 FOR KEY TO VIEWS