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HomeMy WebLinkAboutItem 4.10 Fallon Village Geo Haz CITY CLERK File # D~~~-~~ AGENDA STATEMENT CITY COUNCIL MEETING DATE: November 6,2007 SUBJECT: Resolution Setting a Public Hearing on the Formation of the Fallon Village Geologic Hazard Abatement District Report Prepared by Mark Lander, City Engineer ATTACHMENTS: Resolution Setting a Public Hearing on the Formation of the Fallon Village Geologic Hazard Abatement District, together with Exhibit "A" to the Resolution: Petition For Formation Exhibit "A" to the Petition: Boundary Map Exhibit "B" to the Petition: Legal Description Exhibit "C" to the Petition: Plan of Control Exhibit "B" to the Resolution: Notice of Public Hearing . RECOMMENDATION: ~ ~~ FINANCIAL STATEMENT: Adopt the Resolution Setting a Public Hearing on the Formation of the Fallon Village Geologic Hazard Abatement District. There is no immediate fiscal impact. Once the Fallon Village Geologic Hazard Abatement District ("Fallon Village GHAD") has been formed and a funding mechanism has been approved by the Board of Directors and affected property owners, costs associated with the operation of the Fallon Village GHAD will be offset by assessments paid by property owners within the District. DESCRIPTION: Geologic Hazard Abatement Districts (GHADs) are independent public entities used to oversee geologic hazards within a given fixed boundary through preventative maintenance, hazard mitigation and geologic failure abatement. Division 17 of the California Public Resources Code establishes legal standards for geologic hazard abatement district ("GHAD") formation, GHAD financing, and the scope of GHAD authority (SS 26500-26654). ------------------------------------------------------------------------------------------------------------- COPY TO: Jeff Lawrence, Braddock and Logan Page 1 of2 ITEMNO.~ . O:\DEVEL~)PMENT, PRIV ATE\Fallon Village (EDPO)\OHAD\agst Fallon Village OHAD Formation l10607.DOC C./ California Public Resources Code Section 26550.5 provides that proceedings for the formation of a new GHAD may be initiated by a petition signed by owners of at least ten percent (10%) of the real property to be included within the proposed district. The FallonVillage GHAD annexation petition has been executed and submitted to the City Council of the City of Dublin. The adoption of the resolution setting a public hearing on the formation of the Fallon Village GHAD is the first step in the formation process. ANALYSIS: Under the Public Resources Code, the City Council must adopt a resolution setting a public hearing and noticing by mail the owners of real property to be included within the Fallon Village GHAD at least twenty (20) days before the date set for the hearing. Property owners may thereafter object in writing to the proposed formation of the Fallon Village GHAD. The City Council of the City of Dublin will hold a public hearing on the proposed formation of the Fallon Village GHAD on December 4, 2007. If it appears at the hearing that the owners of more than 50 percent of the assessed valuation of property within the territory to be annexed object to the formation, the proceedings must be abandoned. At the close of the hearing, the City Council will decide whether or not to form the Fallon Village GHAD. After the Fallon Village GHAD is formed, the City Council must take additional steps to make the Fallon Village GHAD operational. Specifically, the City Council must then appoint members to act as the initial Board of Directors for the Fallon Village GHAD. The Board of Directors must then pass a budget and levy an assessment. Levying the assessment requires two steps: (a) approval of the engineer's report and the initiation of the assessment ballot proceeding, and (b) following the 45-day notice period required by Proposition 218, a public hearing to tabulate the assessment ballots and approve or deny the assessment. RECOMMENDATION: Staff recommends that the City Council adopt the Resolution Setting a Public Hearing on the Formation of the Fallon Village Geologic Hazard Abatement District. Page 2 of2 1 fJ~o{o RESOLUTION NO. - 07 A RESOLUTION OF. THE CITY COUNCIL. OF THE CITY OF DUBLIN ************************************* SETTING A PUBLIC HEARING ON THE FORMATION OF THE FALLON VILLAGE GEOLOGIC HAZARD ABATEMENT DISTRICT WHEREAS, this Resolution is adopted pursuant to the provisions of Division 17 (Sections' 26500-26654) ofthe Public Resources Code, entitled "Geologic Hazard Abatement Districts"; and WHEREAS, on November 6,2007, the City Council of the City of Dublin was presented with a petition for the formation of the Fallon Village Geologic Hazard Abatement District ("GHADPetition"), including a plan of control ("Plan of Control"); and . WHEREAS, the GHAD Petition, attached hereto as Exhibit A, is substantially in the form described in Sections 26551 and 26552 of the Public Resources Code; and WHEREAS, the City Council reviewed the Plan of Control presented with the GHAD Petition and has determined that the health, safety and welfare require the formation of the Fallon Village Geologic Hazard Abatement District ("District"); and WHEREAS, the City Council intends to schedule a public hearing ("Hearing") on the proposed formation of the District pursuant to the requirements of Section 26557 of the Public Resources Code; NOW, THEREFORE, BE IT RESOLVED THAT: Section 1. Findine:s and Determinations The City Council hereby finds and determines that the above recitals are true and correct and have served as the basis, in part, for the findings and actions set forth below. Section 2. . Public Hearine: Scheduled The City Council will conduct a Hearing on the proposed formation of the District on December 4, 2007, at 7 :00 p.m. or as soon thereafter as the matter can be heard, in the City Council . Chambers, 100 Civic Plaza, Dublin, California, 94568. At the Hearing, any objections to the proposed District shall be presented. Section 3. Notice of Hearine: A notice of the Hearing ("Notice"), attached hereto as Exhibit B, shall be mailed to each owner of real property to be included in the proposed District as shown on the assessment roll last equalized by Alameda County. The Notice shall be mailed first-class, postage prepaid,in the United States mail and postmarked not less than 20 days preceding the date of the Hearing. The Notice shall include a copy of the GHAD Petition and shall indicate where the Plan of Control may ,------ H-I./l-D ] ---q~ICJ- ~ i ATTAUDlENT I.. 1 I \ ~ t (0(0 be reviewed or duplicated. The Notice shall also set forth the address where objections to the proposed formation may be mailed or otherwise delivered up to and including the time of the Hearing. Section 4. Objections to Formation At any time not later than the time set for hearing objections to the proposed formation, any owner of real property within the proposed District may make a written objection to the formation. Such objection shall be in writing, shall contain a description ofthe land by lot, tract, and map number, and shall be signed by such owner. Objections shall be mailed or delivered as specified inthe Notice. If the person whose signature appears on such an objection is not shown on the assessment roll last equalized by Alameda County, the written objection shall be accompanied by evidence sufficient to indicate that such person is the owner of said property. PASSED AND ADOPTED on the 6th day of November, 2007, by the following vote: AYES: NOES: ABSENT: ABSTAINING: Mayor ATTEST: City Clerk n 2 EXHIBIT A TO THE RESOLUTION GHAD PETITION 3~tO(O ( :mmITA. , To the Resolution "-.- Lf~ { 0 (a PETITION FOR FORMATION OF THE FALLON VILLAGE GEOLOGIC HAZARD ABATEMENT DISTRICT PURSUANT TO DIVISIQN 17 OF THE PUBLIC RESOURCES CODE OF THE STATE OF CALIFORNIA TO: The City Clerk for the City of Dublin: The undersigned owners of land within the boundaries of the territory proposed to be included in the Fallon Village Geologic Hazard Abatement District ("District") hereby request that the City Council of the City of Dublin initiate proceedings for formation of the District to include the territory described in Exhibit A ("Boundary Map") and Exhibit B. ("Legal Description"), attached hereto, pursuant to the provisions of Division 17 of the Public Resources Code sections 26500 et seq. Said owners are the owners of all the territory proposed for inclusion in the District. ( (a) This petition is made pursuant to Division 17 of the Public Resources Code with particular reference to Article 3 (commencing with Section 26550) and Article 4 (commencing with Section 26561 ). (b) Opposite the signature of each petitioner is an indication of the lot, tract and map number or other legal description sufficient to identify the signature of the petitioner as that of an owner of-land within the territory proposed to be included in the District. (c) Opposite the signature of each petitioner is an indication of the date on which said petitioner's signature was affixed to this petition. 6'1J to(P (d) The following documents are attached to this petition and are incorporated herein by reference as if set forth in full in the petition: i. A map of the boundaries.ofthe territory proposed to be included in the District (Exhibit A); ii. A legal description of the boundaries of the territory proposed to be included in the District (Exhibit B); and iii. A Plan of Control prepared by an engineering geologist certified pursuant to Section 7822 of the California Business and Professions Code, which describes in detail geologic hazards, their location and the areas affected thereby, and a plan for the prevention, ,. { \ mitigation, abatement and control thereof (Exhibit C). Date ure of Petitioner Description of Property .".,.. . /' \ 0 /2. 10,( . , , Date Signature of Petitioner Description of Property Date Signature of Petitioner Description of Property Date Signature of Petitioner Description of Property \ {j~,O~ ( EXHIBIT A BOUNDARY MAP ( - - - - - -- - - - -- ---.-. --- --.-.--------.,. mmIT~ -to -tAe. Pet;it;~o~ " 1 lOGo ( T. 25..: R. 1 E. M DIS M ) 22 : 23 ---)--- 21 : 26 I I <.,J ..... r- I .-------J--.--:"------------;J N.89::~:6~:'1 ;;76': PARCr.L 2 . .<-:,lQ 235.96' I PM 8327",\':>~' I "'__', BK.298 PM P 14-17 ,~~., PARCEL 'D' ~I , D .S'.-R~~-.D>: ~,~rf; ~lQI' PM 9208 : I , ...).-----------" ,~I' BK292 M PG16-17 g,- PARCEL B" 313.91:t AC. ' '<;j- No. LLA 07-01 .: rol SERIES No. 1\1 PARCEL A O~~ ,I '~_ 2007-200946 No. LLA 07-01 \......-----~', \,::\ SERIES No. 2007-200946 ',: ('/....'............._ .' 14.66:t AC. : DUB l IN: \ \PARCE~,,, 27 ~__ 'N.880.it2~2.&iOll:..__ . _____ I I ,N I ~ 34 .!\::- POB GRAD PARCEL 2 --r . RAN C H ~ \ '\ ~ // GHAD PARCEL 1 : DUBLIN INVESTORS. LLC : -' , W 1 \;:" ";:::' SERIES No. 2003-108250 .* I t;; / "W 1 ./) I 0) N to /1 ~' V>j ...-- ( I ,"'; ,"": ROS NO. 1675 N co -=i / ;+.......".;-:; j / / 1 L.-r, f:0 I ;:;:::: . CJ) r-- 0 / I' , BK25 R.O.S. PG31-32 ~I 0::: 8 0 / /'r- - - - -'......./ ~ I ~ I ~ APN 905-0002-003 (.D e!Z! I ~ '\ ;' \: =w I=w 159.54:t' AC. =:, ~ ~ g \ I \ L____.~- gj ,...... t\..'~ I \ ' ~ I ~ GHAD PARCEL 2 N. tn l\ PARCEL 'c' '<;j- I'<;j- tg: D z a: ~~ \ 8 18. NW 1/4 SECTION 35 01 (S CJ) z: " ,z z T. 2 S. R. 1 E. SZ <(!::! t\.. ,. * '"'- 0:::<( '> I M.D.B. C1. M. * t3 < I I ~~5 11 I . SEE PAGE 4. '/ __~O~t:.51JL2j2.1.&[..__+--~O.i3.:.1f!J&~1~--..J----- -. WI FIRST AMERiCAN TITLE I ' CROAK ~ '-... _-- ,II GUARANTEE CO. : SERIES No. 79-229985 ~/ ...... I', SERIES No. 1998-388140: APN 905-0002-002 f' \ APN 985-0027-006 : APN 905-0002-002-01 i ~ i ) APN 985-0027-007 : \ I I I \ /I /"-- GHAD PARCELS 3 & 4 I LEGEND: "...___.../ SEE PAGE 3 ____ NOTE: BEARINGS AND DISTANCES WITHOUT AN ASTERISK(*) WERE TAKEN FROM RECORD OF SURVEY NO. .1005 ( "ACACIA PARTNERS SERIES No. 2005-037868 APN 985-0028-001 ACACIA PARTNERS SERIES No. 2005-037868 APN 905-0003-014-03 POB GRAD PARCEL 1 ---------------------------T---- I ) I I I I I I I ) 1/4 CORNER OF SECTIONS 26 & 27 MUEHLHAUSER SERIES No. 2002-097480 APN 905-0003-012 *NOTE: BEARINGS AND DISTANCES WITH AN ASTERISK( *) FOR THE NW 1/4 OF SECTION 35 WERE TAKEN FROM RECORD,OF SURVEY NO. 1675* O' I 500' 1000' , 2000' POB BOUNDARY LINE EXISTING LOT LINE POINT OF BEGINNING EXHIBIT "A" LOOTS OF FAW>N VILLAGE GRAD SEE EXHIBIT B FOR DESCRIPTION PAGE 1 OF 4 ACKAYl SOIllPS CITY OF DUBLIN 7-13-2007 CIVIL ENGINEERING-LAND PLANNING-LAND SURVEYING Pleosonton. CA (925) - 225-0690 DRAWN DATE SCALE JOB NO. COUNTY OF ALAMEDA CALIFORNIA MW 07-13-07 1 =1000' 19149-10 13: 08: 30 mwehber P: \ 19149\legals \GHAD-legals-overall\PLA TEXHIBIT.dwg ID~ RANCH '-...;.. - - - - - - - - -" "J.-----...----.....----------.. , NoPA~~L7!O 1 R:;;;~:~ D=~;~~~4~~~~ N5?39'14"W 39,69' SERIES No. . L=2S3.8S' I F(L N71020'S2"E 82.06' 2007-200946 NOoo39'24"E 140.60'--1: '. ' --""... N100S7'46"W 96.03'~ ! . ''-'' N1402S'13",~ 134.28~\C N,S0042'23"W 48.07' \ 'N21032'10 ~_~8.:40'~,_..\./AN71006'39"W 99.04' \ ........--------', "I '., PM 9208 \/ N21023'28"E 200.71'~ \...... BK 292 M PG 16-17 N37018'42"[ 6S.3S'1 ~.( / .........,__ 313.91:t AC. N16041'10"[ S1.40'~'. -,', - -........... N02018'30"[ 81.36' I I "" N170S0'10"E 64.19' T '- ...... NOOO19'22"W 106.46'+---.1 \ PARCEL 'B' ';/"" _ "- N17041 '12"W 147.19't--\ \' ') -, "- NOOO44'30"W 120.97' I ~ / " ~. -' /, N12"41'3S"W 30.86'~ I, / .............." N20043'33"W 90.89'~ PARCEL A "- N07019'39"W 2S0.02'~ \ \. . No. LLA 07-01 N10047'11"W 268.63'~ '", SERIES No. 2007-200946 N70"Sl'23"W 49'OS'~~ \ '.\ / 14.66:t AC. R=42.00' 0=59026'40" -~ ~ " / L=43.58' /~ ...... , / / __--J", N49041'57"E 122.85'~/~ J"i ~ /__ / .// ( PARCEL 'C' // ~1JS8052'28"[ 119.88' \ N28007'47"E 284.00' ~ ,-__ u __J L_./;' \ ,/ I .' N69008'47"E 31.73' ... N53002 'S1" E 19S. 67' ~ i N90000'00" E 58.47' " "\, \/ " N7s022'09"W 45.89' \ \>t' I , !:J~ZO!~~~'~EJ~L// \ / R. =120.00' PARCEL 'A' \. , '.0=19007'4311 \, . R=886.00' 0=32031'OS" --' '\ L=40.06' R=1S0.00' 0=S4001'09" ( L=502.8S' ~ \ , L=141.42' \ ~~~o.?Z!~'J~~)l_ \ -- , N28039'03"W 58.57' ' \ N90000'OO"W 189.85'.:::.:r ~ / R= 11 00.00' D=50 19'52" \ N70052'17"W 6.SS' Y-K~ L= 102.3S' \ R=80.00' 0= 1104 7'5S" N3003S'37"W 33.48' L=16.47' N030A9'18"E 159.00' N66040'50"E(R) 92.39' N220S6'58"W 83.13' N03058'13"W 101.75' N33045'20"W 128.91' N10041'42"W 61.76' N89051'S2"W 2651.00' ~--------------------- '/ ( DUBLIN 0' I 250' 500' 1000' LEGEND: - - - - BOUNDARY LINE ----------- EXISTING LOT LINES SCALE: 1" =500' EXHIBIT "A" PAGE 2 OF 4 LIMITS OF FALLON VILLAGE GRAD IACKAYlSI.PI CITY OF DUBLIN 1-/3-2001 CIVIL ENGINEERINGeLAND PLANNINGeLAND SURVEYING Pleosonton, CA (925) - 225-0690 DRAWN DATE SCALE JOB NO. COUNTY OF ALAMEDA CALIFORNIA MW 07-13-07 1'=500' 19149-10 13: 08: 30 mwehber P: \ 19149\!egols \GHAD-legols-overoll\PLA T[XHIBIT. dwg I I I I I I I I I I OJ I ..... I ~ P0l3 PARCEL 3, & PARCEL 4 , I I I I , I I J I I I I I I I I I I I I I I I I I I I I I I I I I -----f-+--J : I I ,I I { \ / I I I / I I N60015'10"E 31.43' N60015'10"E 8.38' \ \ .-() '?: u~ ~o ~~ ~~ ~'0 \ \ \ ( \ \ PARCEL 4 REMAINDER OF PARCEL 18 TRACT 7281 (277 M 82-88) - ..... 0) ~ co I- i l.U i'to ! ..... fo, ..... ~ o ::z: CITY OF DUBLIN \ P ARKSITE \ PARCEL 8 \ TRACT 7281 (277 M 82-88) 60' EXISTING RIGHT OF WAY EASEMENT FOR FALLON ROAD. \ R=237.00' AREAS: PARCEL 3=4,645:t: SF. PARCEL 4=10,082:t: SF. LEGEND: POB POINT OF BEGINNING q IO~ .~ 0' I 60' 120' SCALE: 1. =60' I ~ ~;;""l'- -zoo E-~o~ ,Q., I ;;; Z~l'-co CjoC\JC"J _(;..,)0/ Cl:;::--'T~ ~E-I.!":>o;) ~ZCO_ ~O;) E-e::."..'*'= r" ~ ""-< c...- ".< ~ Q., 0 ffE'-'~Cl ( PAGE 3 OF 4 EXHIBIT "A" LIHITS OF FALLON VIIUGE GRAD SEE EXHIBIT B FOR DESCTlPTlON CITY OF DUBLIN. COUNTY OF ALAMEDA. CIVIL ENGINEERING_LAND PLANNING-LAND SURVEYING Pleosonton, CA (925) - 225-0690 DATE SCAJ..E JOB NO. 03-21-07 1"=60' 19149-10 CALIFORNIA 7-73-2007 73: 57: 33 mwehber P: \ 79749 \/ego/s \ GHAD.,-Iego/s-o veroll \ GHADPARCfL S7&2. dwg .-0 19 ..... ~\~ , ..0 \ U . \ ~ ~\~ )> \ ~ \ N~ ::;0 \ I CP ()., n \ \ CJ ,......~ fT1 \ \ r-' 20 I \ t'=1 \ \ :: \ Z ~ \ I I ~ I tt:l !iB"J002 '0B" ~R ~ I ::c r ~ j > 21 C,j "" I , Ci ~$~'J , t-t:l C:::SI / EXHIBIT "A" LIMITS OF FALLON VILLAGE GRAD SEE EXHIBIT B FOR DESCRIPTION CITY OF DUBLIN, COUNTY OF ALAMEDA, CALIFORNIA EXHIBIT " A" ~ SCALE: 1" = 50' 0' t 25' 50' 100' SCAlE: 1" =50' 18 POB i I _____ · I r, ----/ ! f / 23 I 22 ( 10 LO" LEGEND: POB POINT OF BEGINNING PARCEL MAP 9208 (292 M 16) NW PROPERTY CORNER OF FIRST AMERICAN TITLE GUARANTY CO. --------- GRAD P !RCEL 5 4,582:f: SQ. FT. (0.11:t AC.) FIRST AMERICAN TITLE GUARANTY COMPANY APN 985-0027-007 DOCI 1998-388140 (JORDAN RANCH) I I I I I PAGE 4- Of 4- IACKAy. SOIDPS CIVIL ENGINEERING_LAND PLANNING-LAND SURVEYING Pleasanton. CA (925) - 225-0690 DRAWN DATE Sl'vALE JOB NO. MHW 7-13-07 1"=50' 19149-10 7-13-2007 14: 16:02 mwehber P: \ 19149\exhibits\ 19149-IO-EXHIBITS\Jordon-AGMT-exhibils \EXHIBIT-E-FirstAmericon-to-CITY OF DUNLlN.dwg \ l iJQlO'" 19149-10 7/13/2007 MW Page 10f6 (' ( EXHlBIT B BOUNDARY OF THE DISTRICT AREA (PROPERTY DESCRIPTION) , ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY OF DUBLIN, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, BEING ALL OF THE NORTHWEST QUARTER OF SECTION 35 AS DESCRIBED IN SERIES No. 2003-108250, ALAlvIEDA COUNTY RECORDS, AS WELL AS A PORTION OF THE SOUTH HALF OF SECTION 27 AND A PORTION OF THE NORTH HALF OF SECTION 34, TOWNSHiP 2 SOUTH, RANGE 1 EAST, MOUNT DIABLO BASE AND MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL 1 BEGINNING AT THE CO:M:MON QUARTER CORNER OF SECTIONS 26 AND 27 AS SHOWN ON PARCEL MAP 9208, RECORDED IN BOOK 292 OF MAPS PAGES 16-17, ALAlvIEDA COUNTY RECORDS; THENCE ALONG THE SECTION LINE OF SECTIONS 26 AND 27, SAID SECTION LINE BEING ALSO THE WESTERLY LINE OF THE MUEHLHAUSER TRUST, SERIESNo. 2002-097480, ALAMEDA COUNTY RECORDS, SOUTH 00048'41" WEST 2,642.65 FEET, TO THE COI\1MON SECTION CORNER OF SECTIONS 26, 27, 34, AND 35; ( \. THENCE ALONG THE CO:M:MON SECTION LINE OF SECTIONS 34 AND 35, SAID SECTION LINE BEING ALSO THE WESTERLY LINE OF DUBLIN INVESTORS, LLC, SERIES No. 2003-108250, ALAMEDA COUNTY RECORDS, SOUTH 00044'28" WEST 2,635.93 FEET, TO THE COMMON QUARTER CORNER OF SECTIONS 34 AND 35; THENCE ALONG THE EAST-WEST QUARTER SECTION LINE ENTERING SECTION 34, SAID EAST-WEST QUARTER SECTION LINE BEING ALSO THE NORTHERLY LINE OF FIRST AlvIERICAN TITLE GUARANTEE CO., SERIES No. 1998-388140, ALAlvIEDA COUNTY RECORDS, NORTII 89051'52" WEST 2,651.00 FEET; THENCE LEAVING SAID EAST -WEST QUARTER SECTION LINE ALONG THE WESTERLY LINES OF PARCEL "A" OF SAID PARCEL MAP 9208, THE FOLLOWING SIX (6) COURSES: 1) NORTH 33045'20" WEST 128.91 FEET; 2) NORTII 22056'58" WEST 83.13 FEET; 3) NORTII 10041'42" WEST 61.76 FEET; 4) NORTII 03058'13" WEST 101.75 FEET; 5) NORTH 03049'18" EAST 159.00 FEET; 6) NORTH 30035'37" WEST 33.48 FEET; ( '. THENCE LEAVING SAID WESTERLY LINE OF PARCEL "A" ALONG THE WESTERLY LINE OF PARCEL "A", PER No. LLA 07-01 SERIES No. 2007-200946, ALAMEDA COUNTY RECORDS THE FOLLOWING THIRTY-NINE (39) COURSES: 1) SOUTH 66040'50" WEST 92.39 FEET TO ANON-TANGENT CURVE; 2) THENCE ALONG SAID NON-TANGENT CURVE TO THE LEFT, FROM WIDCH THE RADIUS POINT BEARS SOUTH 66040'50" WEST, HAVING A RADIUS OF 1,100.00 FEET; THROUGH A CENTRAL ANGLE OF 05019'52", FOR AN ARC DISTANCE OF 102.35 FEET; P: \19149\legals\GHAD-legals-overall\LEGAL-O VERALL.doc fx.h\.lolt-B . b Petd'"lOf\ I ~ ~ LO~ 19149-10 ' 7/13/2007 _ MW Page 2 of 6 ( 3) NORTH 28039'03" WEST 58.57 FEETTO A POINT OF CORV ATURE; 4) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 BEET, THROUGHA CENTRAL ANGLE OF 11047'55", FORAN ARC DISTANCE OF 16.47 FEET; TO A POINT OF REVERSE CURVATURE; 5) THENCE ALONG SAID REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 54001'09", FORAN ARC DISTANCE OF 141.42 FEET; 6) NORTH 70052'17" WEST 6.55 FEET TO A POINT OF CURVATURE; 7) THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 19007'43 ", FOR AN ARC DISTANCE OF 40.06 FEET; 8) NORTH 90000'00" WEST 189.85 FEET TO A NON-TANGENT CURVE; . 9) THENCE ALONG SAlD NON-TANGENT CURVE TO THE LEFT, FROM WIDCH THE RADIUS POINT BEARS SOUTH 89057'24" WEST, HAVING A RADIUS OF 886.00FEET; THROUGH A CENTRAL ANGLE OF 32031'05", FORAN ARC DISTANCE OF 502.85 FEET; 10) NORTH 53002'51" EAST 195.67 FEET; 11) NORTH 28007'47" EAST 284.00 FEET; 12) NORTH 49041'57" EAST 122.85 FEET; TO A POINT OF CURVATURE; 13) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADITJS OF 42.00 FEET, THROUGH A CENTRAL ANGLE OF 59026'40", FOR AN ARC DISTANCE OF 43.58 FEET; 14) SOUTH 70051'23" EAST 49.05 FEET; 15) SOUTH 75022'09" EAST 45.89 FEET; 16) NORTH 90000'00" EAST 58.47 FEET; 17) NORTH 69008'47" EAST 31.73 FEET; 18) NORTH 58052'28" EAST 119.88 FEET; (. 19) NORTH 10047'11" WEST 268.63 FEET; 20) NORTH 07019'39" WEST 250.02 FEET; 21) NORTH 20043'33" WEST 90.89 FEET; 22) NORTH 12041'35" WEST 30.86 FEET; 23) NORTH 00044'30" WEST 120.97 FEET; 24) NORTH 17041'12" WEST 147.19 FEET; 25) NORTH 00019'22" WEST 106.46 FEET; 26) NORTH 17050'10" EAST 64.19 FEET; P: \19149\legals\OHAD-legals-overall\LEGAL-O VERALL.doc l-3 "b to~ 19149-10 7/13/2007 MW Page 30f6 I ( 27) NORTH 02018'30" EAST 81.36 FEET; 28) NORTH 16041'10" EAST 51.40 FEET; 29) NORTH 37018'42" EAST 65.35 FEET; 30) NORTH 21023'28" EAST 200.71 FEET; 31) NORTH 71006'39" WEST 99.04 FEET; 32) NORTH 50042'23" WEST 48.07 FEET; 33) NORTH 21032'10" WEST 88.40 FEET; 34) NORTH 14025'13" WEST 134.28 FEET; 35) NORTH 10057'46" WEST 96.03 FEET; 36) NORTH 00039'24" EAST 140.60 FEET TO A POINT OF CURVATURE; 37) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 291.02 FEET, 1HR.OUGH A CENTRAL ANGLE OF 49058'40", FOR AN ARC DISTANCE OF 253.85 FEET; [' I, 38) NORTH 71020'52" EAST 82.06 FEET; 39) SOUTH 52039'14" EAST 39.69 FEET; TO THE WESTERLY LINE OF PARCEL "D" OF SAID PARCEL MAP 9208; THENCE ALONG SAID WESTERLY LINE OF PARCEL "D" THE FOLLOWING TWO (2) COURSES: 1) NORTH 48046'28" EAST 1,739.56 FEET; 2) NORTH 00009'11" WEST 235~96 FEET TO A POINT ON THE QUARTER SECTION LINE OF SECTION 27, SAID SECTION LINE BEING ALSO THE SOUTHERLY LINE OF ACACIA PARTNERS, SERIES No. 2005-037868, ALAMEDA COUNTY RECORDS, AND THE NORTHERLY LINE OF SAID PARCEL "D"; THENCE ALONG SAID QUARTER SECTION LINE SOUTH 89040'26" EAST 1,485.76 FEET; TO THE POINT OF BEGINNING. CONTAINING 328.57 ACRES, MORE OR LESS. PARCEL 2 BEGINNING" AT THE CO:MMON CORNER OF SECTIONS 26, 27, 34, AND 35 THENCE ALONG THE SECTION LINE OF SECTIONS 26 AND 35, SAID SECTION LINE ALSO BEING THE SOUTHERLY LINE OF THE MUEHLHAUSER TRUST, RECORDED IN SERIES No. 2002-097480, ALAMEDA COUNTY RECORDS, SOUTH 88043'28" EAST 2640.61 FEET TO TIlE NORTH QUARTER CORNER OF SECTION 35; ( '.. THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SECTION 35, SAID QUARTER SECTION LINE BEING ALSO THE WESTERLY LINE OF ACACIA PARTNERS, RECORDED IN SERIES No. 2005-037867, ALAMEDA COUNTY RECORDS, SOUTH 00055'27" WEST 2636.26 FEET TO THE CENTER QUARTER CORNER OF SECTION 35; P:\19149\1egals\GHAD-legals-overall\LEGAL-OVERALL. doc I iVb !O~ 19149-10 7/13/2007 MW Page 40f6 ( THENCE ALONG THE EAST-WEST QUARTER SECTION LINE OF SECTION 35, SAID QUARTER SECTION LINE BEING ALSO THE NORTHERLY LINE OF CROAK, RECORDED IN SERIES No. 79- 229985,ALAMEDA COUNTY RECORDS; NORTH 88043'19" WEST 2631.95 FEET TO THE WEST QUARTER CORNER OF SECTION AND 35; THENCE ALONG THE COJ\.1MON SECTION LINE OF SECTIONS 34 AND 35, BEING ALSO THE EASTERLY LINE OF PARCELS "c" AND "D" OF PARCEL MAP 9208, BOOK 292 OF MAPS PAGES 16-17, ALAMEDA COUNTY RECORDS; NORTH 00044'09" EAST 2636.21 FEET TO THE POINT OF ,BEGINNING. BEARINGS, DISTANCES AND AREA CALCULATION ARE BASED ON RECORD OF SURVEY No. 1675, BOOK 25 RECORD OF SURVEYS PAGES 31-32 ALA1\.1EDA COUNTY RECORDS. CONTAlNING 159.54 ACRES, MORE OR LESS. PARCEL 3 ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF DUBLIN, COUNTY OF ALA1\.1EDA, STATE OF CALIFORNIA, BEING A PORTION OF FALLON ROAD AS SHOWN ON TRACT MAP 7281, FILED SEPTEMBER 3,2004 IN BOOK 277 OF MAPS PAGES 82-88, AND TRACT MAP 7142 FILED AUGUST 21, 2001 IN BOOK 261 OF MAPS PAGES 5-10, ALAMEDA COUNTY RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 18 AS SHOWN ON SAID TRACT MAP 7281, THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 18, COINCIDENT WITH THE SOUTHERLY LINE OF FALLON ROAD, ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1360.00 FEET, FROM WHICH THE RADIUS POINT BEARS SOUTH 43011'36" WEST, THROUGH A CENTRAL ANGLE OF 04006'24", FOR AN ARC DISTANCE OF 97.48 FEET; THENCE LEAVING SAID NORTHERLY LINE, AND ENTERING SAID FALLON ROAD, THE FOLLOWING 4 COURSES: 1) NORTH 60:15'10" EAST 31.43 FEET; 2) ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 466.00 FEET, THROUGH A CENTRAL ANGLE OF 09005'56" FOR AN ARC DISTANCE OF 74.00 FEET TO THE CENTERLINE OF OLD FALLON ROAD, A 60 FOOT RIGHT OF WAY; 3) THENCE ALONG SAID CENTERLINE ALONG A NON TANGENT CURVE TO THE LEFT WITH A RADIUS OF 800.55 FEET, FROM WHICH THE RADIUS POINT BEARS SOUTH 80009'45" EAST, THROUGH A CENTRAL ANGLE OF 03030'34", FOR AN ARC DISTANCE OF 49.04 FEET; 4) THENCE SOUTH 06019'16" WEST 73.27 FEET TO THE POINT OF BEGINNING. CONT AlNING 4,645 SQUARE FEET MORE OR LESS. PARCEL 4 ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY OF DUBLIN, COUNTY OF ALA1\.1EDA, STATE OF CALIFORNIA, BEING PARCEL 18 AS SHOWN ON TRACT MAP 7281, RECORDED IN BOOK 277 OF MAPS PAGES 82-88, ALA1\.1EDA COUNTY RECORDS, EXCEPTING , FROM SAID PARCEL 18 THAT PORTION CONVEYED TO THE CITY OF DUBLIN AS DESCRIBED IN SERIES No. ----.-...J ALA1\.1EDA COUNTY RECORDS, P: \19149\1egals\GHAD-legals-overall\LEGAL-O VERALL. doc ( PARCEL 4 BEING MORE P ARTICULARL Y DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 18 AS SHOWN ON SAID TRACT MAP 7281, THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 18, COINCIDENT WITH THE SOUTHERLY LINE OF FALLON ROAD, ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1360.00 FEET, FROM WIllCH THE RADIUS POINT BEARS SOUTH 43011 '36" WEST, THROUGH A CENTRAL ANGLE OF 04006'24", FOR AN ARC DISTANCE OF 97A8 FEET, TO THE EASTERLY LINE OF THE PORTION CONVEYED TO THE CITY OF DUBLIN IN SERIES No. - ALAMEDA COUNTY RECORDS; THENCE LEAVING SAID NORTHERLY LINE AND ALONG SAID EASTERLY LINE THE FOLLOWING FOUR (4) COURSES: 1) SOUTH 60015'10" WEST 8.38FEET; TO A TANGENT CURVE; 2) ALONG SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 28.00 FEET, THROUGH A CENTRAL ANGLE OF 85049'59"; FOR AN ARC DISTANCE OF 41.95 FEET; TO A POINT OF REVERSE CURVATURE; 3) ALONG SAID REVERSE CURVE TO THE RlGHT HAVING A RADIUS OF 1,073.00 FEET, THROUGH A CENTRAL ANGLE OF 09041'14", FORAN ARC DISTANCE OF 181.42 FEET; TO A POINT OF COMPOUND CURVATURE; 4) ALONG SAID COMPOUND CURVE TO THE RlGHT HAVING A RADIUS OF 237.00 FEET, .THROUGH A CENTRAL ANGLE OF 09020'51", FOR AN ARC DISTANCE OF 38.67 FEET, TO THE EASTERLY LINE OF SAID PARCEL 18; 15U1-.. LO~ , 19149-1; U 7/13/2007 MW Page 50f6 TIffiNCE ALONG SAID EASTERLY LINE NORTH 06019'16" EAST 184.91 FEET, TO TIlE POINT OF BEGINNING. CONTAINING 10,082 SQUARE FEET, MORE OR LESS PARCEL 5 ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY DUBLIN, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF THE PROPERTY OF FIRST AMERlCAN TITLE GUARANTY COMPANY, A CALIFORNIA CORPORATION, UNDER HOLDING AGREEMENT No. 592930, AS DESCRIBED AND RECORDED IN SERIES NO. 1998-388140, ALA.MEDA COUNTY RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF SAID FIRST AMERlCAN PROPERTY, TIffiNCE ALONG THE NORTHERLY LINE OF SAID PROPERTY, SOUTH 89051'52" EAST 86.66 FEET; THENCE LEAVING SAID NORTHERLY LINE AND ENTERING SAID PROPERTY, SOUTH 22021'46" WEST 136.08 FEET TO A POINT ON THE WESTERLY LINE OF SAID FIRST AMERlCAN PROPERTY; THENCE ALONG SAID WESTERLY LINE THE FOLLOWING TWO (2) COURSES: 1) ALONG A NON-TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 199.76 FEET, FROM WHICH THE RADIUS POINT BEARS NORTH 87002'08" WEST; THROUGH A CENTRAL ANGLE OF 31011'45", FORAN ARC DISTANCE OF 108.76 FEET; 2) NORTII 28013'53" WEST 24.09 FEET; TO THE POINT OF BEGINNING. P: \19149\legals\GHAD-legals-overall\LEGAL-OVERALL. doc lu, O{)ICb 19149-10 7/13/2007 MW Page 60f6 ( CONTAINING 4,582 SQUARE FEET, MORE OR LESS. . SEE EXHIBIT A FOR DISTRICT BOUNDARY MAP END OF DESCRIPTION. IICDY SOIlPS CIVIL ENGINEERING'LAND PLANNING'LAND SURVEYING 5142 Franklin Drive Suite 8, Pleasanton, CA. 94588-3355 (925) 225-0690 ( P:\19149\1egals\GHAD-legals-overal1\LEGAL-OVERALL.doc I I I I I I I I- I I I I I I I I I I I 'l t6 LOb PLAN OF CONTROL FOR FALLON VILLAGE GEOLOGIC HAZARD ABATEMENT DISTRICT DUBLIN, CALIFORNIA SUBMITTED TO BRADDOCK & LOGAN GROUP DANVILLE, CALIFORNIA PREPARED BY ENGEO INCORPORATED PROJECT NO. 4663.1.010.01 MAY 8, 2007 LATEST REVISION OCTOBER 4, 2007 COPYRIGHT <0 2007 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED. E~h\ b 1+ C. -to ~-h4tOV'\ L'DDQ (C>~ GEOTECHNICAL ENVIRONMENTAL WATER RESOURCES CONSTRUCTION SERVICES Project No. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 Mr. Jeff Lawrence Braddock & Logan Group 4155 Blackhawk Plaza Circle, Suite 201 Danville, CA 94526-4668 Subject: Fallon Village Dublin, California PLAN OF CONTROL FOR FALLON VILLAGE GEOLOGIC HAZARD ABATEMENT DISTRICT Dear Mr. Lawrence: The Fallon Village Plan of Control has been prepared and is being submitted in conjunction with an Engineer's Report and a petition filed by your office to form the Fallon Village Geologic Hazard Abatement District. &tl# Eric Harrell, CEG eh/jb Uri Eliahu, GE 2010 Crow Canyon Place. Suite 250 . San Ramon, CA 94583-4634 . (925) 866-9000 . Fax (888) 279-2698 www.engeo.com I I I I I I I I I I I I I I I I I I I lt4 no to '=' ENGEO INCORPORATED TABLE OF CONTENTS Page Letter of Transmittal I. Authority and Scope.......................................................................................................... 1 Property Identification............ .............. ......... .......... ...... ......... ..... ...... ...... .... ... .............. .... ..... .... .... 1 II. Background............ ............................................................................................................ 2 Existing Site Conditions......... ....... .... ............. .............................. ........... .... .............. ........ ............ 2 Proposed Development ... ....... ............ .......... ................... ......... ........ ..................... ....... ...... ... ........ 2 Open Space..................................................................................................................................... 3 GHAD Responsibilities ........... .......... ................ ...... ............... ........... ......................... .............. .... 3 III. Geology............................................................................................................................... 5 Regional Geology and Geologic Maps ....................................................................................... 5 IV. Slope Stability Considerations During Mass Grading...................................................5 V. Geologic Hazards........;...................................................................................................... 7 Slope Instability ...................... ....................... .......................... ......... ...... .............. .......... ............... 7 Seismically Induced Ground Shaking ....................................................................................... 11 Expansive Soils........................................................................................... ................................. 12 Compressible Soils................. ........... ................. .................... ................... .................. ..... ........... 12 VI. Areas of District Responsibility .................. ....................................................................13 Scope of Activities......... .......... .................. ................. .... ..................................... .............. .......... 13 Prevention, Mitigation, Abatement and/or Control of Geologic Hazards ............................. 13 Exceptions....................... ........ ........... ........ .......... ........................ ........... ..... ............... ........ ......... 14 Single Property. ......... ....... ......... ......... .................... ............... ................... ........ ..... ....... ......... 14 Vertical Movement or Creep Due to Shrink Swell or Settlement.......................................... 14 Property Not Accepted. ...................... .................... ........ .............. ................ ................ ..... .......... 14 Hazard(s) or Failure(s) Resulting From Negligence. ........................................................15 District Funding or Reimbursement for Damaged or Destroyed Structures or Site , Improvements..........................,.................................................................................................. 15 No Reimbursement of Expenses Incurred by Property Owners............................................. 16 Protected Wildlife Habitat ..... ........... .................. ....................... .......................... ........ ............... 16 VII. Full(~ing and Acceptance of Responsibility by the District.......................................... 17 1. Activation of Assessment ...................................................................................................... 17 2. Responsibility for GHAD Activities .................................................................................... 17 3. Ownership of the Open Space................................................................;.............................. 17 4. Process for Transferring Responsibility for GHAD Activities.......................................... 18 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 I I I I I I I I I I I I I I I I I I I ot)tl~ EM3EO INCORPORATED TABLE OF CONTENTS (Continued) VIII. Geotechnical Techniques for Mitigation of Landslide, Soil Creep and Erosion Hazards......................... ...... ........................................................... ........ ............. ............. .19 Landslide Mitigation for Existing Debris Flows and Landslides ........................................... 19 General Landslide Mitigation........ ............ ...... ............................. .............................. ......... ....... 21 IX. Biotechnical Recommendations for Prevention and Mitigation of Existing or Potential Erosion Hazards.................... ..'........ ............... .................................................................. .23 X. Priority for District Funded Repairs............................................................................. 24 XI. Maintenance and Monitoring Schedule........................................................ ................. 25 XII. Open Space Ownership and Management ....................................................................27 XIII. Right-of-Entry......................... ................................ ............. ............. ...............................29 REFERENCES APPENDIX A: Exhibit A - Limits of the Fallon Village Geologic Hazard Abatement District Exhibit B - Boundaries of the District Area Figure I - Geotechnical Corrective Grading Plan Figure 2 - Geologic Map Figure 3 - Open Space and Improvements Ownership/Maintenance Plan APPENDIX B: Operations and Maintenance Manual for Bioretention Facilities, Tract 7586 at Fallon Village, prepared by ENGEO Incorporated APPENDIX C: Fallon Village Site Geology 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 I I I I I I I I I I I I I I I I I I I ~ \ rv tO~ ENGEO INCORPORATED I. Authority and Scope The Fallon Village Geologic Hazard Abatement District ("District") is proposed to be formed under authority of the California Public Resources Code, Division 17, commencing with Section 26500. The boundaries of the District comprise a total of approximately 488 acres. For the Fallon Village Project, Condition of Approval (COA) No. 76 requires the formation of a Geologic Hazard Abatement District ("GHAD"). To satisfy this requirement, the developer of Fallon Village is submitting this Plan of Control to allow the District to permanently monitor and maintain slopes, detention and water quality basins, storm drainage facilities and other improvements within the GHAD as described herein. Development of a Plan of Control is a requirement for formation of a GHAD. Pursuant to Section 26509 of the California Public Resources Code, this Plan of Control was prepared by an Engineering Geologist certified pursuant to Section 7822 of the Business and Professions Code. As required by Section 26509, it describes potential geologic hazards within the proposed District boundaries and provides a plan for the prevention, mitigation, abatement, or control thereof. As used in this Plan of Control, and as provided in Section 26507, "geologic hazard" means an actual or threatened landslide, land subsidence, soil erosion, earthquake, fault movement, or any other natural or unnatural movement of land or earth. Property Identification The proposed District boundary is shown in the District Boundary Map on Exhibit A, and further described in the District Boundary Description on Exhibit B. 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 1 I I I I I I I I I I I I I I I I I I I ;A;;t ~ It)~ ENGEO INCORPORATED II. Background Existing Site Conditions The study area is approximately 488 acres and is located north of Highway 580 in Dublin. Site topography consists of rolling, grass-covered hills generally increasing in elevation to the north. Site drainage is to the south, toward Arroyo Las Positas and the Livermore Valley. Most of the study area consists of open, undeveloped land with local improvements related to agricultural or residential use. ,These improvements include barns, sheds, and dwellings, as well as roadways, driveways, and utilities. Proposed Development The site plan prepared by Mackay and Somps shows 1,043 single-family lots. In addition, the plans show a school site, a neighborhood park site, four bioretention cells (2.4, 0.23, 0.21 and 0.48 acres), roadways and a 4.6-acre neighborhood square site. A Preliminary Geotechnical Exploration report was completed for the site by ENGEO Incorporated and dated February 23,2003 and revised December 17, 2004. The ENGEO report titled Phase I - Corrective Grading Plans serves as a Design Level Geotechnical Exploration Report for the project. It is our understanding that bulk grading on the site will occur in 4 phases. As shown on the MacKay and Somps Grading Plans the will include Phases I and 2 Bulk grading and later each of these areas will be regraded to the [mal elevations necessary for the construction roadways, building pads and other site improvements. The preliminary proposed site grading includes preparation of level building pads and roadways. As planned, grading will involve cuts and fills up to about 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 2 I I I I I I I I I I I I I I I I I I I C) 3 Oh CfJ6 EI\K3E'O INCORPORATED 70 feet thick. Also, cut slopes as high as 170 feet are planned and fill slopes up to about 80 feet high are planned. Open Space Project Open Space includes approximately 200 acres as shown in Open Space Plan with about 172.2 acres within a conservation easement (Figure 3). Title to the parcels comprising the open space will be conveyed to the GHAD approximately three years after the first residential building permit has been issued within the District. Since long-term maintenance and stability of the GHAD Property will protect the open space, which is an amenity that will benefit all ofthe current and future property owners, the funding for the GHAD's activities will be shared by all current and future property owners within the GHAD's boundaries. All such activities shall be consistent with this Plan of Control. GHAD Responsibilities The GHAD will mitigate, prevent, abate or repair landslide or erosion hazards that could directly affect property within the GHAD boundary, as necessary to implement this Plan of Control. The GHAD will also assume open-space management responsibilities that are required for the Fallon Village project. These responsibilities will inClude vegetation management, erOSIOn control, vegetation removal (fire suppression), and selected other maintenance associated with open space. In addition, the responsibility of the GHAD includes maintenance, monitoring and repair of bioretention cells, vegetation control, arrnoring of channels and desilting of detention basins. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 3 I I I I I I I I I I I I I I I I I I I d Lion (Ob ENGEO INCORPORATED The GHAD's responsibilities will include but may not be limited to monitoring and maintenance for the following as appropriate. . Four bioretention cells. . Maintenance and repair of EV A and access roads. . Erosion repairs. . Revegetation and vegetation control, including fire break' mowing, weeding and additional hydro seeding as deemed necessary. . Sediment removal from concrete structures (applies only to open-space catch basins, field inlets, V -ditches and storm drain pipes). . Slope stabilization (includes minor landsliding and debris bench clearing). . Subdrain outfall maintenance. . Open-space storm drain pipe and V -ditch replacement. In addition, the GHAD will have maintenance, monitoring and repair responsibilities for slopes, which will include natural, reconstructed or partially reconstructed landslides as indicated within the referenced ENGEO reports and discussed in Section V. 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 4 I I I I I I I I I I I I I I I I I I I ~~(k INCORPORATED III. Geology Regional Geology and Geologic Maps The site is located within the Coast Ranges geologic proVInce of California, a senes of northwest-trending ridges and valleys. Bedrock at the site is mapped as non-marine sedimentary rock of the Tassajara Formation (QTt) (Dibblee, 1980) or as the Livermore Gravels (Grayrner etal., 1994) of Late Pliocene to Pleistocene age. The rocks in the site vicinity have been tightly folded such that the bedrock layers (bedding) are generally inclined at a steep angle from the horizontal. Crane (1996) mapped the axes of anticlinal and synclinal folds through the north end of the site. The site is not located within a State of California Earthquake Fault Zone for active faults (CDMG, 1982). The nearest mapped active faults are the Calaveras fault located approximately 5 miles to the southwest and the Greenville fault located approximately 6 miles to the northeast. A more detailed discussion of the site geology is included as Appendix C of this Plan of Control. IV. Slope Stability Considerations During Mass Grading As shown on the Corrective Grading Plans for Fallon Village (May 2006), existing artificial fills within the graded area have been removed and, as required, replaced with subdrained engineered fills (Figure I). In graded or repaired areas, the unsuitable materials including alluvium, colluvium and/or landslide debris will be overexcavated to firm undisturbed materials below the unsuitable material as determined by the Geotechnical Engineer or Engineering Geologist at the time of grading. Surface and subsurface drains will be installed to collect the surface and subsurface waters which may have initially caused the instability. The configuration of each sub drainage system will be tailored to the individual area at the time of grading. The Geotechnical Engineer and/or Engineering Geologist will determine the location and depths of 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 5 I I I I I I I I I I I I I I I I I I I z~ 1J \'06 EM3EO INCORPORATED subdrains at that time. The location and elevation of subdrains and outlets will be surveyed during construction. Each subexcavation will then be reconstructed to final grade by keying and benching below the landslide plane with compacted, drained engineered fill. It is important to note that to preserve the natural topography, wildlife habitat and vegetation of the site, stabilization of landslide masses is currently planned only for landslides that directly threaten the proposed improvements. Slope instability in open-space parcels which does not have the potential to directly affect the GHAD-accepted homesites, roadways, habitat areas or other critical improvements will not be repaired, as provided in Section VI. The cuts will be viewed by the project Geologist during grading to provide mitigation schemes for unsuspected slope conditions which could decrease the slope stability. Such conditions include unfavorable bedrock attitudes and seepage conditions. A geology map will be prepared by the project Geologist for use by the GHAD. We expect that the extents of buttressed slopes and associated subdrain systems will be identified on as-built plans following construction. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 6 I I I I I I I I I I I I I I I I I I I ;) 1 00 t'f)~ EM3EO INCORPORATED v. Geologic Hazards Geologic hazards identified for the site in the Geotechnical Exploration reports include the following items. . Slope instability . Seismically induced ground shaking . Expansive soils . Compressible soils These geologic hazards are not expected to be eliminated entirely by site grading. Slope instability is not unique to this project, but is of importance for hillside projects throughout the San Francisco Bay Area. Future stability of these areas depends on various factors, including any introduction of natural or artificial groundwater, future grading and earthquake ground shaking. Slope Instability During mapping for the site geotechnical exploration, areas of slope instability were identified throughout the planned development area and within the future open space areas. The geologic hazard map showing the location of each of the debris flows and landslides is included as Figure 2. The table below identifies each of the landslide areas within the development area and the proposed corrective measures. The "Current Designation" column shown on Table V-I is the landslide labeling used on the corrective grading plan. The "Previous Designation" column identifies the landslide labeling used in the Geotechnical Exploration Report. Potential District monitoring or maintenance activities for the specific areas listed in the table below are discussed in Section VIII. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 7 I I I I I I I I I I I I I I I I I I I /).$; 1J LV 0 EN3EO INCORPORATED Bulk Grading LANDSLIDE Location (Sheet) and Proposed Corrective Unremediated Areas Current Previous Landslide Type Measures Designation Designation L1 R25 G2, Earthflow Remove and replace. None L2 Not Labeled G2, Earthflow Removal and Landslide material replacement of may not be removed landslide material downslope of within the limits of engineered fill slope. grading. L3 Not Labeled G2, Earthflow Removal and Landslide material replacement of may not be removed landslide material downslope of within the limits of engineered fill slope. grading. L4 R13 GI, Earthflow Remove and replace. None L5 R14 G 1, Earthflow Remove and replace. None L6 R8 G 1, Earthflow Remove and replace. None L7 R7 G I, Earthflow Removal and Offsite landslide replacement of material will not be landslide material removed. within the limits of the I property. L7A Not Labeled G 1, Deep seated Buttress fill over lower No removal of portion of the landslide material landslide. outside the civil limits of grading. L7B Not Labeled G 1, Deep seated Buttress fill over lower No removal of portion of the landslide material landslide. outside the civil limits of grading. L8 R6 G 1, Earthflow Remove and replace. None L9 R12 G 1, Earthflow Remove and replace. None LIO R11 G 1, Earthflow Remove and replace. None LI1 RIO G I, Earthflow Remove and replace. None LI2 R17 G 1, Rotational slump Excavation of landslide Landslide material material within 20 feet not removed below of the pad grade. 20 feet below the pad I grade. TABLE V-I MAPPED AREAS OF SLOPE INSTABILITY AND PROPOSED CORRECTIVE MEASURES 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 8 I I I I I I I I I I I I I I I I I I I ~q Uh rota ENC3EO INCORPORATED Bulk Grading LANDSLIDE Location (Sheet) and Proposed Corrective Unremediated Areas Current Previous Landslide Type Measures Designation Designation Phase 2 L12 R17 G 1, Rotational slump Within building pads Landslide material excavation of landslide not removed below material within 10 feet 10 feet below the pad of the pad grade. grade within buildable lots. L13 R16 G I, Rotational slump Within building pads, Landslide material excavation of landslide not removed below material within 20 feet 20 feet below the pad of the pad grade. grade within buildable lots. L14 R-15 G2, (Lots and a portion Removal and Landslide material of Parcel "E"), replacement of may not be removed Rotational Slump landslide material downslope of within the limits of engineered fill slope. grading. L15 R-19 G2 (Lots and adjacent Removal and None slope), Slump flow replacement of complex landslide material within the limits of grading. L16 R-26 G3, Earth flow Remove and replace. None L16A R-27 G3, Earthflow Removal and Off site landslide replacement of material will not be landslide material removed. within the limits of the property. L17 R-24 G2, Earth flow Remove and replace. None L18 R-25 G2, Earth flow Remove and replace. None L19 R-21 G2, Earth flow Remove and replace. None L20 R-22 G2, Earth flow Remove and replace. None L21 R-20 G2, Earth flow Remove andreplace. None L22 R28, R-29 and Lots 976-1004, Remove and replace. None R-30 Rotational Slump L23 R-31 Lots 940-942,961-965 and 1013-1017, Slump Remove and replace. None Flow Complex 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 9 I I I I I I I I I I I I I I I I I I I 08~L'06 EM3EO INCORPORATED Bulk Grading LANDSLIDE Location (Sheet) and Proposed Corrective Unremediated Areas Current Previous Landslide Type Measures \I Designation Designation L24 R-34 Lots 829-831, Earth Remove and replace Offsite portion of the flow onsite landslide material. landslide. A number of landslides are located within the open space areas of the District and mitigation is not planned for these areas of slope instability since they do not have the potential to impact the site improvements as discussed in Section VI. Since no mitigation is shown on the Corrective Grading Plan, these landslides were not relabeled and retain the designation from the Geotechnical Exploration Report. These landslides are described below and shown on Figure 2. TABLE V-2 MAPPED AREAS OF SLOPE INSTABILITY WITHOUT PROPOSED CORRECTIVE MEASURES SLIDE TYPE OF FEATURE ESTIMATED DESIGNATION DEPTH (FT) R-l to R-4 Earth flow 15 R-5 Slump flow complex 30 R-9 Earth flow 10 R-18 Slump flow complex 40 , R-19 Slump flow 30 R-23 Earth flow 15 R-32 and R-33 Earth flow 1 0 to 15 In addition to the landslides listed above, other areas of slope instability or landsliding will likely be identified during the life of the development. Since earth stability is the District's prime geotechnical concern, this section describes several types of slope instability that may be within the District's area of responsibility, subject to Section VI of this Plan of Control. 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 10 I I I I I I I I I I I I I I I I I I I 3 loo Lc)Co EM3EO INCORPORATED A landslide is defined as a mass of rock, soil and other debris that has been displaced downslope by sliding, flowing or falling. Landslides include cohesive block glides and disrupted slumps that have formed by displacement along a planar slip surface or rotation (displacement along a curved slip surface). Undercutting and erosion of hillside slopes trigger many slope failures. Slope failures are also often triggered by increased pore water pressure due to the infiltration of rainwater. The resulting decrease of shear resistance (internal resistance to deformation by shearing) can cause the slope to move. The level of the groundwater table varies with the amount of rainfall for the area. If rainfall is higher than average during, the winter season, the water table will be higher than average on a hillslope and groundwater pressures may become dangerously high. Under these conditions, hillside movement can be activated. Areas of thicker soil cover on the hillslopes are known as colluvium (Qc). Colluvial deposits are typically the result of soil creep and may be in a weak, unconsolidated state, making them susceptible to landsliding if undercut. Colluvium is generally approximately ten to fifteen feet in thickness. Landslides and colluvial deposits located within open space areas are natural landforms that do not require mitigation except where they affect man-made improvements. Potential mitigation and repair measures for District areas near development are discussed in Section VIII. Seismically Induced Ground Shaking As identified in the geotechnical report, an earthquake of moderate to high magnitude generated within the San Francisco Bay Region could cause considerable ground shaking at the site, similar to that which has occurred in the past. Seismic slope stability has been considered in the ENGEO 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 11 I I I I I I I I I I I I I I I I I I I 3"?tJQlOb ENC3EO INCORPORATED designed geotechnical corrective grading plan; however, seismically generated slope failures could occur in open-space areas outside the development limits. Expansive Soils Near-surface soil, colluvium and alluvium at the site could exhibit a moderate to critically high potential for expansion. These potentially expansive soils could impact the planned site development. Expansive soils shrink and swell as a result of moisture changes. This can cause heaving and cracking of slabs-on-grade, pavements and structures founded on shallow foundations. The potential for expansive soils has been identified in previous reports for the property. Shrink and swell of expansive soils on slopes is a portion of the mechanism of creep movement which can result in shallow slope instability. Compressible Soils Based on the geotechnical data, it appears that minor settlement of as much as a few inches could result from consolidation of alluvial and colluvial deposits beneath deep fills and from consolidation of deep fills due to their own weight. Based on the proposed grading settlements experienced by site improvements due todesign fills are anticipated to be minor. 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 12 I I I I I I I I I I I I I I I I I I I 83onl~~ EM3EO INCORPORATED VI. Areas of District Responsibility Scope of Activities The Fallon Village GHAD, as owner of the open space areas and basins within the site, will assume responsibilities that relate to its position as a GHAD and other duties of a responsible landowner. The GHAD is charged with responsibilities that relate to the prevention, mitigation, abatement, and control of geologic hazards. This includes, but is not limited to, the maintenance of facilities that enhance site stability such as drainage facilities and associated improvements. This may include the monitoring and maintenance of drainage facilities and associated resources which, if subject to improper care, could result in decreased slope stability, the prime concern of the GHAD. In addition, the GHAD will be responsible for maintenance of designated trails planned within the open space area. Improper maintenance of the trail system could facilitate erosion, a prime concern for the GHAD. Prevention, Mitigation, Abatement and/or Control of Geologic Hazards Subject to the following exceptions, the primary mission of the District shall be the prevention, mitigation, abatement and/or control of geologic hazards within its, boundaries that have damaged, or that pose a significant threat of damage to site improvements within the developed areas of the project. As used herein, the term "site improvements" means buildings and outbuildings, roads, sidewalks, improved paths, utilities, improved trails, swimming pools, tennis courts, gazebos, cabanas, geologic stabilization features or similar improvements. 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 13 I I I I I I I I I I I I I I I I I I I :, c.i, rfh Lura EM3'ro INCORPORATED Exceptions The intent of this Plan of Control is not to require or to create the expectation that the District will take action to address every threatened or actual geologic hazard. The District may decline to prevent, mitigate, abate or control geologic hazards under the following circumstances: Isolated or Remote Slope Instability. The District shall not have responsibility and may place a low priority on its responsibility to monitor, abate, mitigate or control slope instability that does not involve damage to or pose a significant threat to damage site improvements. Single Property. The District will not prevent, mitigate, abate or control geologic hazards which are limited in area to a single parcel of property unless the geologic hazard has damaged, or poses a significant threat of damage, to site improvements located on other property within the District boundaries. This exclusion does not apply to geologic hazards existing on common area property owned by the HOA or within open space owned by the District. Vertical Movement or Creep Due to Shrink Swell or Settlement Vertical movement due to shrink-swell of expansive soils or settlement of fills is expected at the site as with many residential developments in the area. Damage to site improvements resulting from shrink swell or settlement of fills is not the responsibility of the GHAD. Property Not Accepted The GHAD shall not have responsibility to repair damage, which is situated on a parcel of real property, which the GHAD has not accepted in accordance with Section VI. The GHAD, however, may monitor, abate, mitigate or control slope instability on a parcel of real property which the GHAD has not accepted in accordance with Section VI, provided that the GHAD 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 14 II I I I I I I I I I I --- I: I I = 3b1Jh to~ EM3E'O INCORPORATED I I L-i' I '-.i I II '--i responsibility on such parcel shall be limited to the extent necessary to address damage or a significant threat to damage site improvements on a GHAD accepted parcel. Not withstanding the above exceptions from District responsibility, the District may take any action necessary to prevent, mitigate, abate or control damage to property or site improvements for which, in the sole judgment of the District, the District would be legally responsible as a property owner. Hazard(s) or Failure(s) Resulting From Negligence. The District may decline to prevent, mitigate, abate or control geologic hazards or failures if, in the sole judgment of the District Manager in consultation with geologic or geotechnical professionals as the manager deems necessary, such hazards occur as the result of negligence of a property owner and/or a property owner's contractors, agents or employees in developing, grading, constructing, or maintaining any work on the subject property. District Funding or Reimbursement for Dama~ed or Destroyed Structures or Site Improvements In the event a residence or any other private structure, site improvement or landscape feature is damaged or destroyed as a result of a geologic hazard, the District may fund, or reimburse the property owner for the expenses necessary to repair or replace the damaged or destroyed structure, site improvement or landscaping. Unless otherwise authorized by the Board of Directors, the total dollar amount of the District funding or reimbursement paid to all property owners whose property is damaged by the geologic hazard may not exceed ten percent (10%) of the total costs incurred by the District in actually mitigating, abating or controlling the geologic hazard that causes the damage. In the event the geologic hazard damaged or destroyed a structure, site improvement or landscaping which violated any provisions of the City Building Code or City Code at the time of its installation or improvement, the District may decline to 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 15 I fl fl "I I, I II = ~ lU'fJ lO~ EM3EO I I I i:o:.-' I: = I t:-.:;; I ,--' I 1\ ~ I I' J' II E -\ INCORPORATED VII. Funding and Acceptance of Responsibility by the District 1. Activation of Assessment Ultimately an annual assessment shall be levied on all annexed residential or nonresidential parcels with habitable building areas within the Fallon Village development. The assessment shall be levied by the GHAD on each individual parcel beginning the first fiscal year following issuance of a building permit for that parcel. 2. Responsibility for GHAD Activities The party that, on the date each Final Map is recorded within the GHAD boundaries owns the developable parcels shown on that Final Map, shall have the responsibility to perform all the activities of the GHAD on property within that Final Map. Such responsibility shall automatically transfer to the GHAD at 9:00 a.m. on the day exactly three years after the first residential building permit is issued by the City of Dublin provided that the items listed under item No.3 in this section have been completed. This turn-over date may be extended at the sole discretion of the project developer provided that the assessments shall continue to be levied during the extension period and that notice of such extension is delivered to the GHAD Manager at least 30 days prior to the turn-over date. The petitioners for formation of the GHAD intend that the approximately three-year period between the levying of the GHAD assessment and the GHAD becoming responsible to perform activities on property within each Final Map will allow the District to accumulate reserve funds without incurring significant expenses. 3. Ownership of the Open Space Ownership of the open space will pass from the owner/developers to the District on, or approximately on the date the District commences its activities and becomes responsible for oversight of the actual physical maintenance of the open space as provided in this section. 4663.1.010.01 May 8, 2007 Latest Revision October 4, 2007 17 [I :1 '- 11 4- 2.00 IO~ EM3EO I ~. , I I ~.--:J I ,-~:. 'I,' ::-..3 ,I .1, ~ I f;-5 1\ ~'.~; il.' , ( ~ ill ~ I l &~ 'I' , . I t'~1 'I' , I ~j II) ='J INCORPORATED . Slope correction (e.g. gradient change, biotechnical stabilization, and slope trimming or contouring). . Construction of additional surface ditches and/or detention basins, silt fences, sediment traps, or backfill or erosion channels. Potential landslide and erosion hazards can often best be mitigated by controlling soil saturation and water runoff and by maintaining the surface and subsurface drainage system. Maintenance shall be provided for lined surface drainage ditches and drainage terraces including debris catchment structures or drop inlets. The impact of soil creep on site improvements is usually best mitigated by designing structures to resist the forces applied by the creeping soil, since soil creep movement on slopes is typically caused by conditions which are difficult to control on a larger scale, such as the wetting and drying of clays, the growth of roots, burrowing animals and by the downslope movement of saturated ground. Monitoring activities may include observation of saturated ground conditions and burrowing animal populations, which may be controlled by additional drainage or the removal of burrowing animals. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 22 I I I I ~,II 1\ I I .1 I I. 1\ I'. ,I;' ,I I' I ,I I 5D "blOh EM3EO INCORPORATED REFERENCES California State of, Division of Mines and Geology (CDMG), 1982, Earthquake Fault Hazard Zones Map, Livermore Quadrangle (previously named Special Studies Zones Map). Crane, R., 1996, Geologic Map of the Livermore 7.5-Minute Quadrangle. Dibblee, T. W., Jr., 1980, Preliminary Geologic Map of the Livermore Quadrangle, Alameda and Contra Costa Counties, California, Open File Report 80-533. Dublin, City of, Resolution 05-61 including Conditions of Approval for Tract 7586, APNs 985-0028-002 and 905-0002-003, Dublin, California. Dublin, City of, Development Agreement between the City of Dublin and Dublin RE Investors, L.L.c. for the Fallon Village Project, dated February 1, 2006. ENGEO Inc., Response to Review Comments, Fallon Village, Dublin, California, May 31, 2006, Project No. 4663.1.010.01. ENGEO Inc., Phase 1 - Corrective Grading Plans, Fallon Village, Dublin, California, March 14, 2006, Project No. 4663.1.009.01. ENGEO Inc., Preliminary Geotechnical Exploration, East Dublin Properties, Dublin, California, February 23, 2003 and revised December 17,2004, Project No. 4663.1.004.01. ENGEO Inc., Geotechnical Corrective Grading Plan, Fallon Village, Dublin, California, May 2006, Project No. 4663.1.009.01. ENGEO Inc., Review of Preliminary Grading Plans, East Dublin Properties, Tract 7586, Dublin, California, dated February 8, 2005, Project No. 4663.1.004.01. Grayrner, R. W., Jones, D. L. and Brabb, E. E., 1994, Preliminary Geologic Map Emphasizing Bedrock Formations in Alameda County, California: OFR 96-252. MacKay and Somps, Tentative Map, Fallon Village, Dublin, California, December 5,2005. MacKay and Somps, Phase I Bulk Grading Plan, Tract 7586 - Fallon Village, Dublin, California, Project No. 19319-1 June 2006. Nilsen, T. H., 1975, Preliminary Photo interpretation Map of Landslide and Other Surficial Deposits of the Livermore 7W Quadrangle, Contra Costa County, California, USGS 75-277-26. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 I I I I I I I I I I I I I I I I I I I BZ LO(o T. 2 5.,: R. 1 E. M DI8 M I 22 : 23 ---1--- 27 : 26 ACAC~ PARTNERS : SERIES No. 2005-037868 <.. APN 985-0028-001 ;.... POB - -- - - - - L p~~::: ~ -- - - - -- - - - -;J N8~~~~~~~: 76': - - - - - - ~~ :-::~~ -~; - - -- f - - -- PM 8327 '\":>~. I SECTIONS 26 & 27 I '''n., BK.298 PM ? 14-17 ,').,~' PARCEL 'D' ~I ! '-------" tAro, ~ I MUEHLHAUSER : D S R S D ' ~ , <.0 I SERIES No. 2002-097480 , --~~~~~i;~--~--m--"" ~ BK2:!3~~;iglg~17 =~I APN 905-0003-012 i No. LLA 07-01 I: ~ I *NOTE: BEARINGS AND DISTANCES WITH : ~_ 2~~~~~0~;46 \\'"'' No~AL~E~7~01 i,l AN :~~~~I~K~~ ~~:E T~IKE~W F~t OF i \........-----~', \.. \ SERIES No. 2007-200946 RECORD OF SURVEY NO. 1675* I : I .1'-....... 14.66:t AC.: : DUB L IN! {(vA:~0" V t.::--~i32a2219.E:..__ : ____. \ I N / ~ 34 !\::.- POB GHAD PARCEL 2 --r RAN C H \ \ \. ~ ,/ GHAD PARCEL 1 : DUBLIN INVESTORS, LLC : -", \ i=-) 1-:. SERIES No. 2003-108250 .* I ~ " '.'~/ .... -./) : O'! "'! ROS NO. 1675 ~ ~ '<to / ,~ L "/ ...... (, \.J-, LO <.0 . ,- .. I /-'.. l;d ';d BK25 R.O.S. PG31-32 ~I!Q 8 01 r: /r----' ...../ ~ I N ,I N APN 905-0002-003 ~I~ I N , / ,: =l4J =l4J 159.54:t AC. .l4J I ~ 8 8 \ ' '\ L____.~-~ GHAD PARCEL 2 ~ ~ ~ ~ " -.r I -.r ~~ I __ 0 0 l PARCc.r-L 'A' \ PARCEL 'C' bib NW 1/4 SECTION 35 u-) I U Z en ;.;". \ 0 lObi L:S tf) Z , ,,:z: ~ T. 2 S. R. 1 E. ~ <( ~ ~ '> I M.D.B. &; M. * ~ ) I : _ _ ~o~ [52"W 2,2~1lill:.- _ _ --L _ _ ~.1t 1n..2j~)~ _ _ -1_ _ _ __ I FIRST AMERICAN TITLE I CROAK GUARANTEE CO. : SERIES No. 79-229985 SERIES No. 1998-388140: APN 905-0002-002 APN 985-0027-006 : APN 905-0002-002-01 ~; t APN 965-0027-007 I \'t:I I , I , I /"-- GHAO PARCELS 3 & 4 I ./ SEE PAGE 3 ~ 500' 1 000' 2~O' .1' NOTE: BEARINGS AND DISTANCES WITHOUT AN ASTERISK(.) WERE TAKEN FROM RECORD OF SURVEY NO. 1005 AcACIA PARTNERS SERIES No. 2005-037868 APN 905-0003-014-03 GHAO PARCEL 5 SEE PAGE 4 LEGEND: 0' I POB BOUNDARY LINE EXISTING LOT LINE POINT OF BEGINNING EXHIBIT "A" PAGE 1 OF 4 .ACKAY' SO.PI LDIITS OF FALLON VILLAGE GRAD CMl ENGINEERING_LAND PLANNING_LAND SURVEYING SEE EXHIBIT B FOR DESCRIPTION NU:osonton, CAnnr (925) - 225-0690 UlV\nn ""'~ SCALE JOB NO. COUNTY OF ALAMEDA CAliFORNIA I.tW 07-13-07 1 =1000' 19149-10 13:08:30 mwehber P: \19149\1egols\GHAD-legols-overoll\PLATEXHIBIT.dwg CllY OF DUBLIN 7-73-2007 ,_ _ _ _ _ _ _ _ _ _ _, /_n_n__~_n___nnn_" ~' " ,,/ N39021'S6"W(R) '~'" --" -----------, " NS2039'14"W 39.69' PARCEL B R=291.02' 0= 490S8.40..-......, . ' No. Ll.A07-01 ........ SERIES No. L=253.85' , i N71020'S2" E 82.06' 2007-200946 N00"39'24"E 140.60.--f : -----...... N10"S7'46"W 96.03'-----.J ! " 1 ' ", N140:S'.13",~ 134.2~'''-\YA:\ , NSo042'23"W 48.07' '___, N21 32 10_~_~.:~0~ VrtN71006'39"W 99.04' , _------ , ....1 .. PM 9208 \"/~21023'28"E 200.71'~ \, BK 292 M ~G 16-17 N37018'4tE 6S.3S'+ .......1 / '...,_ 313.91 AC. N16041'10"E 51.40'A-.::t " ----....." NO~18.30..E 81.36' I I " N170S0'lO"E 64.19' T" " NOO"19'22"W 106.46'-:--J \' PARCEL'S' I)...'.... Nl7"41'12"W 147.19'L.-\ \ ~ ........, N00"44'30"W 120.97'..:......----- \,~ / '-... Nl2"41'35"W 30.86'~ r \, '\ / ......."..... N20"43'33"W 90.89'~ " PARCEL A .......... N07"19'39"W 250.02'~ \ \. No. LLA 07-01 N10"47'11"W 268.63,\----J. '.......... SERIES No. 2007-200946 N70"Sl'23"W 49.0S' ~ \ \ / 14.66:i: AC. R=42.00' D=59026'40" -~ ~ : I L=43.58' I~ " . / / __-.f" N4go41'51'E 122.85' ~/ ~ ~~ " 1.-. / .//' ( PARCEL 'e' /' /N58"52'28" E 119.88' 1 N28007'41'E 284.00' ~ roo ---/ iJ" ~ ~ ')', N69008'41'E 31.73' .., NS3002'51"E 195.67'~ i N90"OO'OO"E 58.47' ~ ", \/ " N7s022'09"W 4S.89' \ ~' / \ ~~ZO.?~~~~q~L,,/ \ ,: R=120.00' PARCEL 'A' \ \ 0=19007'43" \ R=886.00' 0=32"31'05" --' '., L=40.06' R= lS0.00' 0=54001'09" ( L=502.85' ~, , L=141.42' \ ~~~o.?T?~'JJ~)l_ ' -- ,', N28"39'03"W 58.57' \ N90'DD'~~:5~'~;:'~' ~ y~ R=11 D~'~~~2D;;.'19'52" \ R=80.00' D=11047'55" N30"35'31'W 33.48' L=16.47' N03049'18"E 159.00' N66040'50"E(R) 92.39' N2~56'58"W 83.13' N03058'13"W 101.75' N33045'20"W 128.91' N10"41'4tW 61.76' N89051'52"W 2651.00' ---------------------- I I I I I I I I I I I I I I I I I I I DUBLIN RANCH ~ 0' I 250' 500' 60 LOCo 1000' LEGEND: - - - - BOUNDARY LINE -- - - - - -- - -- EXISTING LOT LINES SCALE: 1" =500' EXHIBIT "A" PAGE 2 OF 4 LllIITS OF FALLON VILLAGE GRAD mAIIAY. SO.PI CIVIL ENGINEERING-LAND PLANNING_LAND SURVEYING Pleosonlon, CA (925) - 225-0690 DRAWN DATE SCALE JOB NO. COUNTY OF ALAMEDA CALIFORNIA t.4W 07-13-07 1.=500' 19149-10 13:08:30 mwehber P: \19149\!egols\GHAD-legols-overol/\PLATEXHI81T.dwg CITY OF DUBLIN 7-13-2007 I I I I I I I I I I I I I I I I I I I I =800.55' f.,. , ~=JOJO'J4- N ! L=49.04' ::! I 1.41 , 'to I - , , 0) , - , ~ POB PARCEL 3 & PARCEL 4 , , , , , , , I I , , , , , , , , , , , , , I I , , , , , , , , , , , --{ , I \ N6cr15'1(jE 31.43' N6cr15'1(jE 8.38' \ \ .,() '1'.: ~~ ~~ ~ ~~ ~~ \ \ \ \ \ PARCEL 4 REMAINDER OF PARCEL 18 TRACT 7281 (277 M 82-88) \ R=237.00' AREAS: PARcn 3=4,645% SF. PARcn 4=10,082% SF. LEGEND: POB POINT OF BEGINNING I - 0) ~ IX:) - 1.41 'to .- 0, - fh o ;z 5~ t'O C::, ~ 0' 60' 120' , I SCALE: 1-=60' I I , I , , , , -_ I N80009~5lJ"W(RY , I ~ E:::>"'l'-o E::2;0~ -<0-. 2;~r!.gg tjOC\1M _l;.,)o/ ~:>...cr~ ~E-olr,)o:. -<2;CO-. -<0,) E-oe:: "'*== CIJ;:::2;l;.,) ""-.J~O iZc-<~ mAIKAY. SI.PI EXHIBIT itA It PAGE 3 OF 4 LIMITS OF FALLON VILLAGE GRAD SEE EXHIBIT B FOR DESCTlPTlON CITY OF DUBLIN, COUNTY OF ALAMEDA, CALIFORNIA CIVIL ENGINEERING-LAND PLANNING_LAND SURVEYING Pleosonlon. CA (925) - 225-0690 MTE SCALE JOB NO. 03-21-07 1.=60' 19149-10 7-13-2007 13:57:33 mwehber P: \ 19149 Vegols\ GHAD-/egols-overoll\ GHADPARCfLS1&2.dwg EXHIBIT "A" LIMITS OF FALLON VILLAGE GRAD SEE EXHIBIT B FOR DESCRIPTION CITY OF DUBLIN, COUNTY OF ALAMEDA, CALIFORNIA I I I I I I I I I I I I I I I I I I 7-/J-2oo7 I EXHIBIT " A" ~ SCALE: ,. = 50' 50' '00' 0' , 25' SCAlE: ,. =50' 23 55" lOG:::> LEGEND: POB POINT OF BEGINNING PARCEL MAP 9206 (292 M 16) NW PROPERTY CORNER OF FIRST AMERICAN TITLE GUARANTY CO. __________t GHAD PARCEL 5 ',582% SQ. n. (0.11% AC.) FIRST AMERICAN TITLE GUARANTY COMPANY APN 985-0027-007 DOCI 1998-388140 (JORDAN RANCH) PAGE 4 Of 4 lDleDY. SOIlPS DRAWN t.lHW DATE 7-13-07 /4:/6:02 mwehb",. P: \ /9149\"xhibils \ /9/49-/0-CXH/8/ TS\Jordon-AGM T -"xhlbils \EXHI8IT -E -FirsIAmt:ricon- 10- CI TY OF DUNLIN.dwg I I I I I I I I I I I I I I I, I I I I Eif.JJ 0/) [0 ~ 19149-10 7/13/2007 MW Page 10f6 EXlDBIT B BOUNDARY OF THE DISTRICT AREA (PROPERTY DESCRIPTION) ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY OF DUBLIN, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, BEING ALL OF THE NORTHWEST QUARTER OF SECTION 35 AS DESCRIBED IN SERIES No. 2003-108250, ALAMEDA COUNTY RECORDS, AS WELL AS A PORTION OF THE SOUTH HALF OF SECTION 27 AND A PORTION OF THE NORTH HALF OF SECTION 34, TOWNSHIP 2 SOUTH, RANGE 1 EAST, MOUNT DIABLO BASE AND MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCELl BEGINNING AT THE COMMON QUARTER CORNER OF SECTIONS 26 AND 27 AS SHOWN ON PARCEL MAP 9208, RECORDED IN BOOK 292 OF MAPS PAGES 16-17, ALAMEDA COUNTY RECORDS; THENCE ALONG THE SECTION LINE OF SECTIONS 26 AND 27, SAID SECTION LINE BEING ALSO THE WESTERLY LINE OF THE MUEHLHAUSER TRUST, SERIES No. 2002-097480, ALAMEDA COUNTY RECORDS, SOUTII 00048'41" WEST 2,642.65 FEET, TO THE COMMON SECTION CORNER OF SECTIONS 26, 27, 34, AND 35; THENCE ALONG THE COMMON SECTION LINE OF SECTIONS 34 AND 35, SAID SECTION LINE BEING ALSO THE WESTERLY LINE OF DUBLIN INVESTORS, LLC, SERIES No. 2003-108250, ALAMEDA COUNTY RECORDS, SOUTII 00044'28" WEST 2,635.93 FEET, TO THE COMMON ,QUARTER CORNER OF SECTIONS 34 AND 35; THENCE ALONG THE EAST -WEST QUARTER SECTION LINE ENTERING SECfION 34, SAID EAST-WEST QUARTER SECTION LINE BEING ALSO THE NORTHERLY LINE OF FIRST AMERICAN TITLE GUARANTEE CO., SERIES No. 1998-388140, ALAMEDA COUNTY RECORDS, NORTH 89051'52" WEST 2,651.00 FEET; THENCE LEAVING SAID EAST-WEST QUARTER SECTION LINE ALONG THE WESTERLY LINES OF PARCEL "A" OF SAID PARCEL MAP 9208, THE FOLLOWING SIX (6) COURSES: 1) NORTH 33045'20" WEST 128.91 FEET; 2) NORTH 22056'58" WEST 83.13 FEET; 3) NORTH 10041'42" WEST 61.76 FEET; 4) NORTH 03058'13" WEST 101.75 FEET; 5) NORTH 03049'18" EAST 159.00 FEET; 6) NORTH 30035'37" WEST 33.48 FEET; THENCE LEAVING SAID WESTERLY LINE OF PARCEL "A" ALONG THE WESTERLY LINE OF PARCEL "A", PER No. LLA 07-01 SERIES No. 2007-200946, ALAMEDA COUNTY RECORDS THE FOLLOWING THIRTY-NINE (39) COURSES: 1) SOUTIl66040'50" WEST 92.39 FEET TO A NON-TANGENT CURVE; 2) THENCE ALONG SAID NON- TANGENT CURVE TO THE LEFT, FROM WIDCH THE RADIUS POINT BEARS SOUTIl66040'50" WEST, HAVING A RADIUS OF 1,100.00 FEET; THROUGH A CENTRAL ANGLE OF 05019'52", FOR AN ARC DISTANCE OF 102.35 FEET; P:\19149\legals\GHAD-legals-overal1\LEGAL-OVERALL.doc I I I I I I I I I I I I I I I I I I I 5'1 '1J ID~ 19149-10 7/13/2007 MW Page 20f6 3) NORTH 28039'03" WEST 58.57 FEET TO A POINT OF CURVATURE; 4) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 11047'55", FOR AN ARC DISTANCE OF 16.47 FEET; TO A POINT OF REVERSE CURVATURE; 5) THENCE ALONG SAID REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 54001'09", FORAN ARC DISTANCE OF 141.42 FEET; 6) NORTH 70052'17" WEST 6.55 FEET TO A POINT OF CURVATURE; 7) THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 19007'43 ", FOR AN ARC DISTANCE OF 40.06 FEET; 8) NORTH 90000'00" WEST 189.85 FEET TO A NON-TANGENT CURVE; 9) THENCE ALONG SAID NON-TANGENT CURVE TO THE LEFT, FROM WIDCH THE RADIUS POINT BEARS SOUTII 89057'24" WEST, HAVING A RADIUS OF 886.00 FEET; THROUGH A CENTRAL ANGLE OF 32031'05", FOR AN ARC DISTANCE OF 502.85 FEET; 10) NORTH 53002'51" EAST 195.67 FEET; 11) NORTH 28007'47" EAST 284.00 FEET; 12) NORTH 49041'57" EAST 122.85 FEET; TO A POINT OF CURVATURE; 13) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 42.00 FEET, THROUGH A CENTRAL ANGLE OF 59026'40", FOR AN ARC DISTANCE OF 43.58 FEET; 14) SOUTH 70051'23" EAST 49.05 FEET; 15) SOUTH 75022'09" EAST 45.89 FEET; 16) NORTH 90000'00" EAST 58.47 FEET; 17) NORTH 69008'47" EAST 31.73 FEET; 18) NORTH 58052'28" EAST 119.88 FEET; 19) NORTH 10047' 11" WEST 268.63 FEET; 20) NORTH 07019'39" WEST 250.02 FEET; 21) NORTH 20043'33" WEST 90.89 FEET; 22) NORTH 12041'35" WEST 30.86 FEET; 23) NORTH 00044'30" WEST 120.97 FEET; 24) NORTH 17041'12" WEST 147.19 FEET; 25) NORTH 00019'22" WEST 106.46 FEET; 26) NORTH 17050'10" EAST 64.19 FEET; P:\19149\1egals\GHAD-Iegals-oveI1ll1\LEGAL-OVERAll.doc I I I I I I I I I I I I I I I I I I I %~tch 19149-10 7/13/2007 MW Page 30f6 27) NORTH 02018'30" EAST 81.36 FEET; 28) NORTH 16041'10" EAST 51.40 FEET; 29) NORTH 37018'42" EAST 65.35 FEET; 30) NORTH 21023'28" EAST 200.71 FEET; 31) NORTH 71006'39" WEST 99.04 FEET; 32) NORTH 50042'23" WEST 48.07 FEET; 33) NORTH 21032'10" WEST 88.40 FEET; 34) NORTH 14025'13" WEST 134.28 FEET; 35) NORTH 10057'46" WEST 96.03 FEET; 36) NORTH 00039'24" EAST 140.60 FEET TO A POINT OF CURVATURE; 37) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 291.02 FEET, THROUGH A CENTRAL ANGLE OF 49058'40", FOR AN ARC DISTANCE OF 253.85 FEET; 38) NORTH 71020'52" EAST 82.06 FEET; 39) SOUTH 52039'14" EAST 39.69 PEEr; TO THE WESTERLY LINE OF PARCEL "D" OF SAID PARCEL MAP 9208; THENCE ALONG SAID WESTERLY LINE OF PARCEL "D" THE FOLLOWING TWO (2) COURSES: I) NORTH 48046'28" EAST 1,739.56 FEET; 2) NORTH 00009'11" WEST 235.96 FEET TO A POINT ON THE QUARTER SECTION LINE OF SECTION 27, SAID SECfION LINE BEING ALSO THE SOUTHERLY LINE OF ACACIA PARTNERS, SERIES No. 2005-037868, ALAMEDA COUNTY RECORDS, AND THE NORTHERLY LINE OF SAID PARCEL "D"; THENCE ALONG SAID QUARTER SECTION LINE SOUTH 89040'26" EAST 1,485.76 FEET; TO THE POINT OF BEGINNING. CONT AINlNG 328.57 ACRES, MORE OR LESS. PARCEL 2 BEGINNING AT THE COMMON CORNER OF SECTIONS 26, 27, 34, AND 35 THENCE ALONG THE SECTION LINE OF SECTIONS 26 AND 35, SAID SECfION LINE ALSO BEING THE SOUTHERLY LINE OF THE MUEHLHAUSER TRUST, RECORDED IN SERIES No. 2002-097480, ALAMEDA COUNTY RECORDS, SOUTH 88043'28" EAST 2640.61 FEET TO THE NORTH QUARTER CORNER OF SECTION 35; THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SECfION 35, SAID QUARTER SECTION LINE BEING ALSO THE WESTERLY LINE OF ACACIA PARTNERS, RECORDED IN SERIES No. 2005-037867, ALAMEDA COUNTY RECORDS, SOUTH 00055'27" WEST 2636.26 FEET TO THE CENTER QUARTER CORNER OF SECfION 35; P:\19149\legals\GHAD-legals-overall\LEGAL-OVERALL.doc I I I I I I I I I I I I I I I I I I I 5e:t D[) L f) tP 19149-10 7/13/2007 MW Page 4 of6 THENCE ALONG THE EAST-WEST QUARTER SECTION LINE OF SECTION 35, SAID QUARTER SECTION LINE BEING ALSO THE NORTHERLY LINE OF CROAK, RECORDED IN SERIES No. 79- 229985,ALAMEDA COUNTY RECORDS; NORTH 88043'19" WEST 2631.95 FEET TO TIlE WEST QUARTER CORNER OF SECTION AND 35; THENCE ALONG THE COMMON SECTION LINE OF SECTIONS 34 AND 35, BEING ALSO THE EASTERLY LINE OF PARCELS "c" AND "D" OF PARCEL MAP 9208, BOOK 292 OF MAPS PAGES 16-17, ALAMEDA COUNTY RECORDS; NORTH 00044'09" EAST 2636.21 FEET TO TIlE POINT OF BEGINNING. BEARINGS, DISTANCES AND AREA CALCULATION ARE BASED ON RECORD OF SURVEY No. 1675, BOOK 25 RECORD OF SURVEYS PAGES 31-32 ALAMEDA COUNTY RECORDS. CONTAINING 159.54 ACRES, MORE OR LESS. PARCEL 3 ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF DUBLIN, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF FALLON ROAD AS SHOWN ON TRACT MAP 7281, FILED SEPTEMBER 3,2004 IN BOOK 277 OF MAPS PAGES 82-88, AND TRACT MAP 7142 FILED AUGUST 21, 2001 IN BOOK 261 OF MAPS PAGES 5-10, ALAMEDA COUNTY RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 18 AS SHOWN ON SAID TRACT MAP 7281, THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 18, COINCIDENT WITH THE SOUTHERLY LINE OF FALLON ROAD, ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1360.00 FEET, FROM WIDCH THE RADIUS POINT BEARS SOUTH 43011 '36" WEST, THROUGH A CENTRAL ANGLE OF 04006'24", FOR AN ARC DISTANCE OF 97.48 FEET; THENCE LEAVING SAID NORTHERLY LINE, AND ENTERING SAID FALLON ROAD, THE FOLLOWING 4 COURSES: 1) NORTII 60015'10" EAST 31.43 FEET; 2) ALONG A TANGENT CURVE TO THE LEFf WITH A RADIUS OF 466.00 FEET, THROUGH A CENTRAL ANGLE OF 09005'56" FOR AN ARC DISTANCE OF 74.00 FEET TO THE CENTERLINE OF OLD FALLON ROAD, A 60 FOOT RIGlIT OF WAY; 3) THENCE ALONG SAID CENTERLINE ALONG A NON TANGENT CURVE TO THE LEFT WITH A RADIUS OF 800.55 FEET, FROM WillCH THE RADIUS POINT BEARS SOUTH 80"09'45" EAST, THROUGH A CENTRAL ANGLE OF 03030'34", FOR AN ARC DISTANCE OF 49.04 FEET; 4) TIlENCE SOUTH 06019'16" WEST 73.27 FEET TO THE POINT OF BEGINNING. CONTAINING 4,645 SQUARE FEET MORE OR LESS. PARCEL 4 ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY OF DUBLIN, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, BEING PARCEL 18 AS SHOWN ON TRACT MAP 7281, RECORDED IN BOOK 277 OF MAPS PAGES 82-88, ALAMEDA COUNTY RECORDS, EXCEPTING FROM SAID PARCEL 18 THAT PORTION CONVEYED TO THE CITY OF DUBLIN AS DESCRIBED IN SERIES No. ~ ALAMEDA COUNTY RECORDS, P:\19149\1egals\GHAD-legals-ovemll\LEGAL-OVERALL.doc I I I I I I I I I I I I I I I I I I I (Pj9lr.fJ l'OlO 19149-10 7/13/2007 MW Page 5 of6 PARCEL 4 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 18 AS SHOWN ON SAID TRACT MAP 7281, THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 18, COINCIDENT WITH THE SOUTHERLY LINE OF FALLON ROAD, ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1360.00 FEET, FROM WHICH THE RADIUS POINT BEARS SOlITH 43011 '36" WEST, THROUGH A CENTRAL ANGLE OF 04006'24", FOR AN ARC DISTANCE OF 97.48 FEET, TO THE EASTERLY LINE OF THE PORTION CONVEYED TO THE CITY OF DUBLIN IN SERIES No. _---J ALAMEDA COUNTY RECORDS; THENCE LEAVING SAID NORTHERLY LINE AND ALONG SAID EASTERLY LINE THE FOLLOWING FOUR (4) COURSES: 1) SOUTH 60015'10" WEST 8.38 FEET; TO A TANGENT CURVE; 2) ALONG SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 28.00 FEET, THROUGH A CENTRAL ANGLE OF 85049'59"; FOR AN ARC DISTANCE OF 41.95 FEET; TO A POINT OF REVERSE CURVATURE; 3) ALONG SAID REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 1,073.00 FEET, THROUGH A CENTRAL ANGLE OF 09041'14", FORAN ARC DISTANCE OF 181.42 FEET; TO A POINT OF COMPOUND CURVATURE; 4) ALONG SAID COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 237.00 FEET, THROUGH A CENTRAL ANGLE OF 09020'51", FOR AN ARC DISTANCE OF 38.67 FEET, TO THE EASTERLY LINE OF SAID PARCEL 18; THENCE ALONG SAID EASTERLY LINE NORTH 06019'16" EAST 184.91 FEET, TO THE POINT OF BEGINNING. CONT AlNTNG 10,082 SQUARE FEET, MORE OR LESS PARCEL 5 ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY DUBLIN, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF THE PROPERTY OF FIRST AMERICAN TITLE GUARANTY COMPANY, A CALIFORNIA CORPORATION, UNDER HOLDING AGREEMENT No. 592930, AS DESCRIBED AND RECORDED IN SERIES NO. 1998-388140, ALAMEDA COUNTY RECORDS AND BEING MORE P ARTICULARL Y DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF SAID FIRST AMERICAN PROPERTY, THENCE ALONG THE NORTHERLY LINE OF SAID PROPERTY, SOUTH 89051'52" EAST 86.66 FEET; THENCE LEAVING SAID NORTHERLY LINE AND ENTERING SAID PROPERTY, SOUTH 22021'46" WEST 136.08 FEET TO A POINT ON THE WESTERLY LINE OF SAID FIRST AMERICAN PROPERTY; THENCE ALONG SAID WESTERLY LINE THE FOLLOWING TWO (2) COURSES: 1) ALONG A NON-TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 199.76 FEET, FROM WHICH THE RADIUS POINT BEARS NORTH 87002'08" WEST; THROUGH A CENTRAL ANGLE OF 31011'45", FOR AN ARC DISTANCE OF 108.76 FEET; 2) NORTH 28013'53" WEST 24.09 FEET; TO THE POINT OF BEGINNING. 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''''.2 APPROXIMAlE LOCATION OF TEST PIT APPROXIMA 1E LOCATION OF TEST PIT (ENGEO, 2000) c~:> \;;:.~:> C~]) SHAlLOWEARTHFLOW/DEBRIS FLOW (S'-15'TfDCK) MODERATELY DEEP EARTHFLOW/ROTATIONAL SLUMP (15'-30' TInCK) DEEP-SEATED ROTATIONAL BEDROCK SLUMP (30'-60' lHlCK) Qat FIll QaI ALLUVIUM Qc COLLUVIUM QTI TASSAJARA FORMATION ~1N ----$- APPROXIMATE LOCATION OF BORING (ENGED, 2(02) --J.... -<5 ~5 BEDDING TREND FROM AERIAL PHOTOGRAPHY STRIKE AND DIP OF BEDDING STRIKE AND DIP OF SHEER PLANE R-34 LANDSLIDE DESIGNATION - - - PROPERTY BOUNDARY APPROXIMATE LOCATION OF BORING (ENGEO, 2000) ntn nt-- ANTICLINE C>4@ APPROXIMATE LOCATION OF CORED TEST BORING (ENGEO.2002) B-~ C-3@ SYNCLINE - - FAULT APPRQXIMA TE LOCATION OF CORED lEST BORING (ENGEO. 2000) A N 400 ,," GEOLOGIC MAP FAllON VnLAGE GHAD DUBLIN. CALlFORNIA ...... DiD: JlH...Y 2007 2 ....WHIr: PC (qUII!': EM -.f'IlUIt.-nm\ll.OQl.QIt I I I I I I I I I I I I I I I I I I I 'LA l"6 l 0 ~ 19149-10 7/13/2007 MW Page 6 of 6 CONTAINING 4,582 SQUARE FEET, MORE OR LESS. SEE EXHIBIT A FOR DISTRICT BOUNDARY MAP END OF DESCRIPTION. mACKAY' sa.ps CML ENGINEERING'LAND PLANNING 'LAND SURVEYING 5142 Franldln Drive Suite S. Pleasanton. CA. 94588-3355 (925) 225-0690 P:\19149\1egals\GHAD-Iegals-ovem\l\LEGAL-OVERALL.doc lOb '" 9 o o ;;:: '" ... ... z 1< ... ... '" ~ '" '" ..J ... Z <> 1< o ::c w :;.; i .. u c:i a... Z . ~ ~ ~ CIJ~ ~...1 ~~ ;:E~ ~u >z~~ o <::z:: 17 ~ zo 5: ~~~O ~~j~ 0<==10 Z;:E> . < --.Z ~ ~~o....:i u..........:i~ <:r:~Cl ~CIJ~ CIJ~ z~ ~z ~~ 00 OC~ w Ii: .... w UJ<~ / f\~ ~ ~:~ !C;.. 0 ~! IIiO w .... ~ ~ ~ o V) M '" 0<: ~ UJ ::;: o o r-- f-o UJ W u. ~ o V} "ll :... ~ (.) ~ ~ (.) ~ o V} Cl... ~ L...l V} ~ ----::3~ . 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"I ~ '" . f <: ; :'\/~' ~.:~.~.~ " , , ' \' ~ ~".~. . :{1~",:\~r,~ :/::', ;1. t'...: \;. ~J.. , ,'I +1, .~. , ,I. ~ . ,..,' i,' ~ ..:. " , .r~ r' :.... t j .: ". . ';.... '. : ~ .,.... . \~..~.:l~..,'; ~.: :";~~::' ; ~:~', '~. '. "~ :,' ,,;' . I"- ",,' , ~'I' .' ., I" ,t:. , .j.. . ,', I, . . " .1...' ~,: .. ': '~ " , \ ~ " . .\.\ : ","" t'. . "I~' .. ~",'~ . ,", ,{ .. '",; . ,! . , " ",~, :...~ .: .~.. . :~:, .,...... .~:.... I I I I I I I I I I I I I I I I I I I (p~ao lOb OPERATIONS AND MAINTENANCE MANUAL FOR BIORETENTION FACILITIES TRACT 7586 AT FALLON VILLAGE ALAMEDA COUNTY, CALIFORNIA PREPARED FOR BRADDOCK & LOGAN SERVICES, INC. DANVILLE, CALIFORNIA PREPARED BY ENGEOINCORPORATED PROJECT NO. 4663.1.006.04 DECEMBER 5, 2006 REVISED FEBRUARY 8, 2007 COPYRIGHT i1:I 2007 BY ENGEO INCORPORATED. THIS DOCUMENT MA Y NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED OR EXCERPTED WITHOUT THE EXPRESS WRITfEN CONSENT OF ENGEO INCORPORATED. I I I I I I I I I I I I I I I I I I I OPERATIONS AND MAINTENANCE MANUAL FOR BIORETENTION FACILITIES TRACT 7586 AT FALLON VILLAGE ALAMEDA COUNTY CALIFORNIA ~lEfJl~ I I I I I I I I I I I I I I I I I I I ~t1b lO~ ENGEO, INCORPORATED TABLE OF CONTENTS Page. 1.0 INTRODUCTION............................................................................................................. 1 1.1 General Policy and Goals................................................................................................ 1 2.0 FACILITY DESCRIPTIONS ............. ..... ................ ........ .......... .................. .......... .......... 3 2.1 B ioretention F aci lities..................................................................................................... 3 3.0 FACILITY OPERATIONS AND MAINTENANCE .................................................... 4 3.1 Landscape MaintenanceIPlant Replacement................................... ............ .................... 6 3.2 Debris Control................................................................................................................. 7 3.3 Drainage and Filter Medium Monitoring and Maintenance ........................................... 7 3.4 Access Road Monitoring............................................................................................... 10 4.0 MONITORING AND MAINTENANCE SCHEDULE............................................... 11 BIORETENTION FACILITY MONITORING REPORT FORM REFERENCES FIGURES IMPROVEMENT PLANS FOR BIORETENTION CELLS 4663.1.006.04 December 5, 2006 Revised February 8, 2007 I I I I I I I I I I I I I I I I I I I (oq~ LO~ EM3EO INCORPORA TED 1.0 INTRODUCTION As part of State requirements for obtaining a Clean Water Act Section 401 Water Quality Certification and addressing Alameda County requirements for meeting the NPDES Municipal Stormwater Permit, several bioretention facilities have been designed for implementation at Tract 7586 of Fallon Village (the Project). The goal of this document is to provide the reader with an understanding of how the facilities are designed to operate and to describe a maintenance program that should provide for optimum function ofthe facilities. This document is required to meet Condition of Approval No.9 as stated in the Water Quality Certification for the Fallon Village Project from the San Francisco Regional Water Quality Control Board (RWQCB), dated August 7, 2006. It is anticipated that the facilities will not require extensive maintenance; however, routine monitoring and minor maintenance is necessary since the facilities are part of the Project's storm drain system. 1.1 General Policy and Goals This draft Operations and Maintenance Manual (OMM) is based on the requirements of both the County National Pollution Discharge Elimination System (NPDES) permit, and the RWQCB Water Quality Certification Condition No.9. The subject water quality facilities should be maintained with a focus on providing the services needed to accomplish drainage and water quality goals, performance standards and priorities as outlined in this document and in the project Stormwater Management Plan (ENGEO, February 23, 2006). The objectives of this OMM are intended to support NPDES elements and long-term best management practices (BMPs), as well as Project Conditions of Approval by maintaining safe, effective and high-quality water treatment facilities. 4663.1.006.04 December 5, 2006 Revised February 8, 2007 I I I I I I I I I I I I I I I I I I I 1f) TJ[J l D t.D ENGEO INCORPORA TED The goals for maintenance and monitoring of water quality treatment facilities at the Project are: . Maintain the bioretention facilities as all-season water quality facilities. . Preserve the structural integrity and intended capacity of these facilities. . Monitor these facilities for public safety and proper functioning. . Prepare maintenance and monitoring reports for these facilities. · Provide for any repair work associated with maintenance of these facilities. This OMM provides a structured monitoring and maintenance program including a plan regarding the frequency of monitoring, maintenance triggers and corrective measures. Drainage facility maintenance is an integral part of the process to provide proper function, promote public health and safety, and protect the development improvements from erosion and other natural processes. This document can function as a manual for the Project as it is presently proposed. It may be necessary to amend portions of this document to accommodate land use changes or unforeseen conditions. Modifications must be consistent with the goals and intentions of both the resource and public agencies. 4663.1.006.04 December 5, 2006 Revised February 8, 2007 2 I I I I I I I I I I I I I I I I I I I "11 D[)LO (0 ENf3EO INCORPORA TED 2.0 FACILITY DESCRIPTIONS 2.1 Bioretention Facilities This Project is located in Alameda County (Figure I), and includes four water quality features labeled Bioretention Cell No. I through Bioretention Cell No.4 as shown on Figure 2 (also see Improvement Plans). The bioretention facilities require periodic monitoring and maintenance to keep the outlet and inlet structures free of blockage, to remove litter and debris, to ensure proper filtering and drainage, and to maintain the facilities for aesthetics. Facility maintenance should include vegetation pruning, inlet and outlet cleaning and observation of the structural components for structural integrity. The facilities are designed to remain free draining. If standing water is found for an extended period oftime (defined as greater than two hours) within any of the facilities during any monitoring event, the facility and/or piping leaving the facility may not be functioning properly. In this case, maintenance may be required so that the facility in question remains self-draining within the time frame noted. The bioretention facilities have been designed for water quality purposes only. These facilities are not intended to be used as a park, playground, recreational area or parking area. The bioretention cells should not be walked or driven on, except when necessary for maintenance reasons. Because the facilities are designed to pond water a depth of six inches, access should also be restricted due to safety reasons. Signs and/or fencing at the perimeter of the bioretention facilities should be installed to prohibit homeowners and/or pedestrians from walking on the bioretention facilities. For example, a sign may read "This bioretention area has been constructed for water quality purposes. For your safety and for the protection of water quality in this neighborhood, please stay out of this area." 4663.1.006.04 December 5, 2006 Revised February 8, 2007 3 I I I I I I I I I I I I I I I I I I I 1Z1JIOf.o ENGEG INCORPORA TED 3.0 FACILITY OPERATIONS AND MAINTENANCE Facility function for urban pollutant filtering should be maintained; for this reason, vegetation is planned in the facilities to aid in biological and chemical reactions. Plants are important for proper functioning, but should not be allowed to become so extensive that their root systems clog the subdrains. Pruning, removal and replacement with smaller specimens, as well as normal plant care are anticipated only to the extent that they do not hinder infiltration of water. The bioretention facilities are designed with a veneer of organic material such as well-drained mulch. The consistency of this medium should not be altered during maintenance unless specifically reviewed and accepted by ENGEO. Pesticides and herbicides should generally not be used within the facilities as the chemicals would add significantly to the pollutant load and might cause adverse changes in the biotic mix necessary for proper facility function. Pesticide use should be limited and only applied if absolutely necessary for mosquito control, with input from Alameda County Mosquito Abatement District, applicable resource agencies, and in conformance with all applicable rules and regulations. The following general maintenance activities are considered appropriate for the storm water quality bioretention elements at Tract 7586 of Fallon Village and will be discussed in more detail in following sections: 1. Landscape Maintenance - The bioretention facilities will require landscape maintenance to control vegetation growth and improve appearance. Maintenance should limit the vegetation height, allow for a neat appearance and provide for adequate surface flow capacity. Maintenance should be in keeping with generally acceptable landscape maintenance practices. 4663.1.006.04 December 5, 2006 Revised February 8, 2007 4 I I I I I I I I I I I I I I I I I I I 1~Vb(D(a ENGEO INCORPORA TED 2. Plant Replacement - All plant replacement materials should be able to tolerate saturated soil conditions for the length of time anticipated in the design storm event (one hour), as well as other anticipated runoff constituents. The bioretention facilities should be planted with vegetation having low water, fertilizer and pesticide requirements. Please refer to the planting palette listed on the Planting Plans for recommended plant types. 3. Debris Control - Litter and debris blocking the bioretention cell filter media could contribute to flooding and should be removed. Regular debris removal should be undertaken. This includes removal of woody vegetation blocking the flow path, removal of debris blocking facility outlets and inlets and removal of general litter from all facilities. 4. Drainage Monitoring - Because the bioretention cells are designed as filters, it is important that the facilities are draining at appropriate rates, and are not experiencing over-saturation or excessive ponding. Drainage monitoring should be used to record long-term changes in the system and highlight any needed maintenance to either surface or subdrainage, including the riser pIpes. 5. Filter Medium Monitoring - Replacement of the sand or other media within bioretention cells should not be necessary as part of maintenance activities unless evidence of excessive saturation or ponding is noted during repeated monitoring and the integrity of the discharge piping has been established as functional. The design life of the filter system is generally greater than 50 years (CELSOC, November 2004). Filter medium replacement in such cases would improve aesthetics or repair systems damaged by high pollutant loads or excessive pesticide/herbicide accumulation. The original percentage of native soil in the sandy medium (specified on the Improvement Plans) should be repeated in any new medium placed in the facilities unless specifically approved by ENGEO. 6. Access Road Monitoring - Access roads should be monitored and maintained in a condition suitable for access vehicle travel. Maintenance should include reapplication of gravel or other surfacing as necessary to provide access for service vehicles. As currently planned, the above maintenance will be undertaken by the project Geologic Hazard Abatement District (GHAD). The GHAD will maintain and manage the bioreteption facilities' water quality and drainage aspects and related drainage facilities as soon as construction has been completed. The GHAD will provide landscape contracting, maintenance and litter control within common areas, including the bioretention facilities. 4663.1.006.04 December 5, 2006 Revised February 8, 2007 5 I I I I I I I I I I I I I I I I I I I 7q.~ 10 b ENGEG INCORPORA TED 3.1 Landscape MaintenancelPlant Replacement Vegetation should be planted and allowed to become established in the facilities; however, any planting should be irrigated by low-flow drip emitters only. Plant establishment is important because many of the chemical and biological processes that remove pollutants from the system are enhanced by plant growth. Landscape maintenance should include applicable pruning, light feeding, drip irrigation maintenance and annual mulch replacement. A 2-inch veneer of organic planting medium such as mulch should be reapplied annually. The consistency of this medium should not be altered from that indicated on the Improvement Plans during landscape maintenance unless specifically reviewed and accepted by the Soil Engineer. The mulch layer is important to the bioretention facilities and serves an important function for metals and bacteria removal. The new layer of mulch can be applied over the older layer from the previous year. As stated previously, the use of pesticides and herbicides should not be used excessively within the bioretention facilities as the chemicals would add significantly to the pollutant load treated in the facilities and might cause adverse changes in the biotic mix necessary for proper facilities function. Stones and hardscape used in landscaping must not be continuous over the surface of the bioretention facilities, but can be incorporated into the landscaping plan with prior approval from ENGEO Incorporated or the Project Engineer. In no case should any portion of the bioretention cell be paved or have any surfacing applied. Access roadways within the facilities are acceptable as long as the road base is freely draining and has an appropriate bearing capacity. 4663.1.006.04 December 5, 2006 Revised February 8, 2007 6 I I I I I I I I I I I I I I I I I I I 15Db ID~ ENGE8 INCORPORATED All plant replacement materials should be able to tolerate saturated soil conditions for up to approximately one hour and additionally should have low water, fertilizer and pesticide requirements. A suggested plant palette is shown on the Planting Plans. Plants can be pruned and lightly fed, as well as serviced with drip irrigation as long as the irrigation system is maintained in a proper working condition. Irrigation systems should not be allowed to leak or malfunction such that excess water is allowed to enter the water quality facilities. An observation of continuous flow in the outfall pipes could be an indication of irrigation system malfunction or overwatering and should be followed up with a system check for proper function. In summary, the maintenance and monitoring procedures for landscape maintenance and plant replacement should include: · Pruning, mowing, and light feeding as applicable. · Checking for proper irrigation system function. · Annual mulching. · Observation of stressed or dead vegetation. · Scheduling for replacement of stressed or dead vegetation. 3.2 Debris Control Maintenance should include routine removal of litter and debris. This removal is anticipated as part of a routine maintenance program and can be incorporated into the landscape maintenance plan. Maintenance may include trash pick-up and removal, raking and removal of leaves/litter, etc. 3.3 Drainage and Filter Medium Monitoring and Maintenance The facilities are designed with diversion structures (weir boxes) so that higher flow events will by-pass the facilities and remain in the project storm drain system. If standing water or soggy, 4663.1.006.04 December 5, 2006 Revised February 8, 2007 7 I I I I I I I I I I I I I I I I I I I 7~ ifJ tD<a ENGEG INCORPORATED saturated soil medium is noted during monitoring, it may be an indication of subdrain or outfalI clogging and both the subdrain and outfall should be checked for integrity and proper function. The bioretention inflows, inlet and outfalls must be maintained in working condition, free of obstruction and freely draining. The bioretention facilities should be monitored for proper function and public safety. Of particular importance is maintaining the ability of the facilities to filter stormwater without clogging or becoming saturated. The facilities are designed to filter the 85th percentile runoff event (approximately the first I inch of rainfall runoff) and must function as water quality treatment facilities even if used additionally for aesthetic uses. To this end, the facilities must not be capped with clayey soils, paved or parked on for extended time or covered. Additionally, the bioretention facilities should not be used as recreational areas, and should not be walked or driven on except for maintenance reasons. It is anticipated that the rock aprons for energy dissipation located where water enters the bioretention cells may need periodic maintenance and replacement ifthere is sediment buildup in this location. The purpose of the rock aprons is to slow the water entering the bioretention cell, and also to trap suspended sediments in the rock prior to the water flowing onto the surface of the bioretention cell. Therefore, sediment buildup is expected on the rock apron and on the filter fabric beneath the rock. If sediment buildup has accumulated on the rock apron such that it appears that the rocks are not trapping sediment/debris or the void spaces between rocks are filled with sediment/debris, this is a trigger for replacement of the rock apron. To replace the rock apron, the filter fabric and rock should be removed and the filter fabric replaced with fresh material equal to that specified on the Improvement Plans. The rock can be reused if not coated with clayey soil. 4663.1.006.04 December 5, 2006 Revised February 8, 2007 8 I I I I I I I I I I I I I I I I I I I -r1Vb'Db ENf3EO INCORPORA TED The surface of the facilities at the inflow locations must be regularly cleared of any excess clayey sediment and leafy material to enable proper flow characteristics. If sediment, leafy material or other debris is accumulating such that it has created a continuous cover over any portion of the bioretention cell, this should trigger the need to remove the buildup. Failure to do so can create the potential for inefficient functioning. The surface drainage and filter medium function should be monitored at least three times yearly, in May, August and November, with additional monitoring within two working days after significant storm events (i.e. I inch or more of rainfall in a 24-hour period) to evaluate the function of the bioretention facilities. A weather forecasting website such as www.accuweather.com can be used to track rainfall amounts. Although the number of major storm events varies from year to year, a rain event of I inch or more in a 24-hour period occurs on average roughly 3.5 times per year, but could be as many as twelve or more times per year. The results of the monitoring will be included in June, September and December monitoring reports. Inflow and outflow structures and subdrain cleanouts should additionally be checked for proper function and condition and repaired or replaced as necessary. As stated above, filter medium functioning should be observed three times yearly and additionally after major storm events. Observations that may indicate filter medium malfunction include but are not limited to excessive ponding, saturation and/or plant mortality. Excessive ponding or saturation should be defined as saturation or ponding of water for more than two consecutive hours. If excess ponding/saturation is observed, it should first be checked that the subdrain system is. functioning properly. The subdrain should be evaluated for proper functioning by periodically checking the outfall to note if water is freely draining from the bioretention cell. If it is determined that the subdrain is not clogged or broken, this would warrant the need to replace all or a portion of the filter medium. It is expected that if malfunction of filter medium were to occur, it would most likely occur in the areas where water 4663.1.006.04 December 5, 2006 Revised February 8, 2007 9 I I I I I I I I I I I I I I I I I I I 1'3 f/)LrJ6 ENGEO INCORPORA TED immediately enters the bioretention cell, i.e. in the vicinity of the rock aprons. If filter medium is to be replaced, ENGEO should be consulted to confirm the locations of replacement and for observation of replacement activities. The entire depth of the filter medium should be replaced to the depth of the subdrain. In summary, the maintenance and monitoring procedures for the surface, subsurface and medium drainage should include: · Observing inflow, inlet, spillway and outfall locations for function. · Checking for soggy or saturated soil medium. · Repairing broken or blocked piping. · Replacing the inlet rock apron filter fabric as needed if sediment build-up is visible. · Observation of the filter medium for any bare patches or rills on the surface on the bioretention facilities. · Observations ofthe berms surrounding the bioretention cells for any bare patches, rills or slumping. 3.4 Access Road Monitoring Access roads should be checked annually to determine if the access road is suitable for vehicle access to the bioretention cell. If needed, an application of gravel or other surfacing should be applied to the access road. The access road should be checked for erosion, rills or other problems that may affect the integrity of the access road. 4663.1.006.04 December 5, 2006 Revised February 8, 2007 10 I I I I I I lotO/)t6ra -ENGEG- INCORPORA TED 4.0 MONITORING AND MAINTENANCE SCHEDULE The following schedule for monitoring and maintenance is recommended. The schedule may be modified as needed when conditions change in order to fulfill the overall facility maintenance goals. Monitoring visits can be performed on the following schedule: I I l.a. Pruning and light feeding I I l.b. Check for proper irrigation s stem function I.e. Reapply Mulch I I I II I I 3.a. Check for standing water or soggy, saturated soil medium. 3.b. Surface offacility at inflow locations should be cleared of excess clayey sediment, leaves or other debris. I 4663.1.006.04 December 5, 2006 Revised February 8, 2007 I I Monthly Monthly Yearly Three times yearly (May, August and November) and additionally within two working days after storm events with rainfall exceeding I inch in 24 hours. Three times yearly (May, August and November) and additionally within two working days after storm events with rainfall exceeding 1 inch in 24 hours. 11 Check plant height and health, and prune plants over three feet in height. Ifneeded, plant replacement should be able to tolerate saturated soils, and should have low water, fertilizer and pesticide requirements. Please refer to planting palette specified on the 1m rovement Plans. Repair irrigation system as needed. Apply 2~inch mulch layer yearly. Can be applied over revious la ers. Replace filter medium as necessary . Remove debris as necessary. I I I c:aD Db [0 ~ ENGEO ITEM SCHEDULE 3.c. Check for sediment buildup Yearly at rock apron inlet protection. I I ,I 3.d. Check inflow and outflow structures for clogging, and check subdrain cIeanouts. Three times yearly (May, August and November) and additionally within two working days after stonn events with rainfall exceeding 1 inch in 24 hours. INCORPORATED MAINTENANCE/REP AIR Remove filter fabric and rock. Clean rock, replace filter fabric as needed. Clean/repair as necessary. Repair any broken or blocked piping. I I 4.a. Check that access road is suitable for vehicle access Reapply gravel or other surfacing as necessary. I I I I I I I I I 4663.1.006.04 December 5, 2006 Revised February 8, 2007 I I Yearly 12 I I I I I il ${ot LO~ EM3E.G INCORPORA TED BIORETENTION FACILITY MONITORING PROGRAM MONITORING REPORT FORM Please refer to the improvement plans included in the project Operations and Maintenance Manual for bioretention cell locations. This monitoring report form is being completed for: o Bioretention Cell #1 0 Bioretention Cell #2 0 Bioretention Cell #3 0 Bioretention Cell #4 A separate monitoring form should be completed for each bioretention facility. I Reason for inspection: o Scheduled inspection (in May, August or November) o Inspection after major rain event (greater than one inch in 24 hours) I Inspector Name: Company: I Date ofInspection: I Date of Last Inspection: Plant Health (check durin\! every inspection): I I Do plants appear to be in generally good health? DYes 0 No Are plants over three feet in height (excluding trees)? DYes 0 No Does it appear that the top layer of mulch needs to be replaced? DYes 0 No I I I I Describe Conditions: Corrective Actions (if needed): I 4663.1.006.04 December 5, 2006 Revised February 8, 2007 I I I I I I I I I I I I I I I I I I' I I I ~~"b (00 ENf3EO INCORPORATED Irri!!ation System Functionin!! (check durin!! every inspection): Does irrigation system appear to be functioning properly? DYes 0 No Describe Conditions: Corrective Actions (if needed): Draina!!e and Filter Medium Monitorine (check in Mav, Au!!ust and November, and additionallv after lan!e storm events): Is standing water or soggy, saturated soil present in the bioretention cell? DYes 0 No Is there a build-up of excess clayey sediment, leaves or other debris at the surface of facility at inflow locations? DYes 0 No Is there a sediment build-up at the locations of rock apron inlet protection? DYes 0 No Are any of the inflow or outflow structures clogged with sediment/debris? DYes 0 No Is water draining freely from the subdrain system? DYes 0 No Describe Conditions: Corrective Actions (if needed): Access Road Monitorin!! (check once per year): Is access road is suitable for vehicle access? DYes 0 No 4663.1.006.04 December 5,2006 Revised February 8, 2007 2 I I I I I I I I I I I I I I I I I I I ~3"b lO~ ENGE0. INCORPORA TED Describe Conditions: Corrective Actions (if needed): Other (check durin!?: every inspection): Is litter/garbage present within the bioretention cells? DYes 0 No Describe Conditions: Corrective Actions (if needed): 4663.1.006.04 December 5, 2006 Revised February 8, 2007 3 I I I I' I I I I I I I I I I I I' I I I ~4Db lO~ ENGE(). INCORPORATED SELECTED REFERENCES 1. Bedient, Philip and Huber, Wayne; Hydrology and Floodplain Analysis, Third Edition; Prentice-Hall, Inc., @ 2002. 2. CELSOC, November 29,2004, Low Impact Development Workshop by Larry S. Coffman. 3. Contra Costa Clean Water Program, Storm water C.3 Guidebook, Third Edition, dated October 2006. 4. ENGEO Inc.; Stormwater Quality and Hydrograph Management Plan, Tract 7586 at Fallon Village, Alameda, California; February 23, 2006; Project No. 4663 .1.006.0 1. 4663.1.006.04 December 5,2006 Revised February 8, 2007 I I I I' 'I I I ,I I I I I I I I I. I I I 4663.] .006.04 December 5, 2006 Revised February 8, 2007 LIST OF FIGURES Figure ] Site Vicinity Map Figure 2 Site Plan Figure 3 Typical Bioretention Cell Detail ~5 Jb lOb ENGE0 INCORPORATED I ~6b lOb I ;~ '- \ I /, a\w / ' , " I '3\" ~,:~;-.. I \~~- I -t~, ",- \ 26 ~J\ 0 I I I I 35 I FIRST AMERICAN I TITLE (JORDAN PARCEL) I I CHEN I PARCEL I I I I I ".,.---- I A 0 FEET 2000 I 0 METERS 1000 N 0 BASE MAP SOURCE: THOMAS BROTHERS ENGEO VICINITY MAP PROJECT NO.: 4663.1.006.04 FIGURE NO I FALLON VILLAGE O&M MANUAL FOR BIORETENTION DATE: OcrOBER 2006 1 INCORPORATED EXCELLENT SERVICE SINCE 1971 DUBLIN, CALIFORNIA DRAWN BY: DLB CHECKED BY: JB : ra Ing -0 Ie ap . -0 ORIGINAL FIGURE PRINTED IN COLOR I I I I I I I I I I I I I I I I I I I I 1> 7 Db \ O(C) Ei ~ ~ 0 u ~ 8 C) 15 ~ 0 I- 15 Vl z 0 u z ~ << ;0 Vl ~ ~ w i>:: I- ::> 0 i>:: ;< '" ~ ~ u i:j '" 0 :;: I- 0 ::> 0 w a> t: >- .., " '" 0 z i5 ~ ~ !< :I: ;0 Vl Z ~ " >- z .., 1;; I- '" t. ~ '" 0 w ~ 0 :I: ;0 ~ :;: u ::> '" ~ w a> I- !i >- .., " I- 15 " ::> u 0 0 on ~ Ei ~ I- .., '" 0 .. 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ENGEO INCORPORATED EXCEUENT SERVICE SINCE 1971 PROJECf NO.: 4663.1.006.04 DATE: OCTOBER 2006 SITE PLAN FALLON VILLAGE O&M MANUAL FOR BIORETENTION DUBLIN, CALIFORNIA 2 DRAWN BY: KA CHECKED BY: J B ra In9 ORIGINAL nGURE PRINTED IN COLOR _ 09 _ - onuo - - - onUQ - loce aeo lon- . wg _J 1 I .g '& Ob I D(.o >< ...J 0 '" < '-Ll Z ~ zu z- '" ....l ~ ~ :;;:~ o~ ~ <t: .. < u I: '" iilii': z< " ~ O...J Z C/l Ii: ?:$~~ '" '" o~ ...J 0 0 5~ '" z ~ e:z :;; s,:", < O~ ...Jg,:;; '" Z (Il 8 ~o -u'" :;; :;;: -, O~ 0 0",> ill " zo. ~ ~~~ ~ S ;; ~ ;0< 0. 0 I 00. z"'o. n ~ \Ci '" ~ 0.< ~~:;; '" 'D iil 0 ;!::~ '" ~ 0 N~ < 0 0 '" - u ~ ...J ~ N ~ u '" ~~ ~ u z 'D '-Ll 0 0'" 'D u :::~ '<t ~ I, ~ iE~ ;i; 0 <( g E- ~ ~ 0'" d U ~ < ~ ,,~ z 0 ;; '" ';'~ t; '" ~ ~~ :$ '" Ui ~ '" 0 >-- ." 0 1:: ." 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'.. , "r' "',,,' r, ,- ',' " 'J,' :.... '._ " I, ' i ~ J --:~' . . " . ", ..'~ .'r'.>' ,~ I 'J " '(';"':, ." .,' " ",....:",' " .'';" , ' .",,' .'. ,:",.-i "\.\ .- :.,,- ;t.' .'~ , ~ l t, '. \ ..T:',~':1. : ,'t; ',,' '. ' ~.'I . ~ ~, ....i \'.' ,." ',' ",",' ,',,,:"{:,' ' '. ...... ,"j .l , ^'( ~ " , ! ;:-. <,' :'\ > , ~'.:., . t ,'. ,( ~;,_ r ) /'. ,',; '~. , ~ t '. ,"~ .' , :/" ,",'-j " ", f "," ',t( " ',I r,"'t, '---,',-,'. \ ~ ~.," , , :......:> .: ' , .' '".'5' '<, )-', ~, ,', "~ " . f", ~ ". I ,. I I I I I I I I I I I I I I I I I I I tD?? "b LOb ENGEO INCORPORATED Site Geology The geologic units mapped on the site include bedrock and surficial deposits consisting of artificial fill, alluvium, colluvium and landslides that are described below. The geologic units described below are adapted from reports completed by ENGEO Incorporated for the site. Geologic Units Artificial Fill. Artificial fill encountered on the site is associated with some of the roadways and other areas in the project including a quarry area. The fill materials were described as a mixture of clay and rock fragments. Surficial Soils. The surface of the site is typically mantled with 3 to 4 feet of dark gray-brown clay derived from weathering of the underlying parent material consisting of weak bedrock or alluvium. The gradational contact at the base of the desiccated surficial soil layer typically exhibited a zone of discontinuous slickensided shear planes that we interpret to be the result of seasonal shrinking and swelling of the clay soil. The above-described features are typical of highly expansive clay soils. Plasticity Index (PI) from 30 to 51 were reported from samples of the surficial soil, indicating that the surface soils should be considered very higWy plastic and critically expansive. Colluvium. Mantling the bedrock and filling swales of the site are colluvial deposits. These sediments are derived from weathering of the underlying bedrock and consist mostly of a silty clay matrix with sand and rock fragments. In general, the deposits of colluvium in site swales should be expected to range from 5 to 25 feet thick. Laboratory testing indicates that the colluvium is overconsolidated and moderately compressible. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 1 I I I I I I I I I I I I I I I I I I I lolfOO /e<o EM3EO INCORPORATED Where colluvium is located on sloping ground, it may be characteristically unstable. Within swales, the colluvial deposits tend to be relatively thicker and may be subject to flow or slip downslope. Landslides. Landslide deposits consist of masses of unconsolidated material and/or bedrock that have moved downslope by sliding, falling, or flowing. Landslides ranging in size from very small to relatively large occur along the northern edge of the site. The landslides include soil slips, earth flows, debris slides, areas of shallow slumps and gullying, large predominantly rotational slumps, and translational slides. Alluvium. Alluvium underlies the wider portions of valley floors on the subject property. Alluvial soils in the site vicinity typically consist of very stiff silty clay with minor amounts of interbedded gravelly clay. On the southwest portion of the property alluvium may be as much as 100 feet in depth. Laboratory testing indicates that the site alluvium is overconsolidated and relatively non-compressible. Bedrock. Bedrock at and north of the site was identified during subsurface explorations during site studies as weak clayey siltstone and claystone, with relatively minor amounts of interbedded friable sandstone. Bedrock was described in the boring and exploratory test pit logs as having shearing is interpreted to be the result of the regional folding of the bedrock formations. In general, bedding was described as striking to the north-northwest. The fine-grained rocks including claystone and clayey siltstone should be considered highly to very highly plastic and critically expanSIve. Groundwater At the time of subsurface work, groundwater was encountered between 14 to 40 feet below the ground surface in the exploratory boring where it was encountered. Fluctuations in groundwater 4663.1.010.01 May 8,2007 Latest Revision October 4,2007 2 I I I I I I I I I I I I I I I I I I I (Db Lf{) {O (0 EM3EO INCORPORATED levels may occur seasonally and over a period of years because of precipitation, changes in drainage patterns, irrigation and other factors. Future irrigation may cause an overall rise in groundwater levels. Seismic Sources No active faults are known to pass through the property, according to published geologic maps (Dibblee, 1980; Crane, 1995; Graymer, et aI. 1994). The nearest State-of-California-zoned, activeD faults are the Calaveras fault located approximately 5 miles to the southwest and the Greenville fault located about 6 miles northeast of the site. A "blind" thrust fault has been mapped traversing the southern portion of the property by Dibblee (1980), Crane, (1995) and Graymer, et aI., (1996), at the northern edge ofthe Livermore Valley. This mapped thrust fault is not considered active by the State of California or by local geotechnical consultants. While the probability of ground rupture is considered low, as described in the ENGEO Geotechnical Reports, there is a high probability that the site and any improvements will be subject to strong ground shaking during the lifetime of the project. o o An active fault is defmed by the State Mining and Geology Board as one that has had surface displacement within Holocene time (about the last 10,000 years) (Hart, 1994). The State of California has prepared maps designating zones for special studies that contain these active earthquake faults. 4663.1.010.01 May 8, 2007 Latest Revision October 4,2007 3 I O~ G() 10(0 NOTICE OF PUBLIC HEARING ON FORMATION OF THE FALLON VILLAGE GEOLOGIC HAZARD ABATEMENT DISTRICT You are hereby notified that on December 4,2007, at 7:00 p,m. in the City Council Chambers at 100 Civic Plaza, Dublin, California, 94568, the City Council of the City of Dublin will consider the formation of the Fallon Village Geologic Hazard Abatement District ("Fallon Village GHAD") pursuant to the "Petition for Formation of the Fallon Village Geologic Hazard Abatement District Pursuant to Division 17 of the Public Resources Code of the State of California" (the "Petition"). The territory proposed for inclusion in the Fallon Village GHAD is located in the area generally known as Fallon Viflage, and is described in detail in the Petition. The formation of the Fallon Village GHAD will require the levy of an assessment to pay for the costs and expenses of the activities described in the plan of control for the Fallon Village GHAD ("Plan of Control"). The Petition and the Plan of Control can be reviewed at City Hall at the address set forth below. The Petition and Plan of Control may be duplicated at cost upon request. The purpose of this hearing is to receive and consider any and all objections to the formation of the Fallon Village GHAD. Valid objections can be made in writing, not later than the time set for hearing, by any owner of real property within the boundaries of the territory proposed for annexation. Objections shall contain a description of the land by lot, tract and map number, and shall be signed by the owner of such property. Objections must be mailed or delivered to the address set forth below and must otherwise comply with the provisions of Public Resources Code Section 26564. ' For further information contact Mark Lander, City Engineer, at 100 Civic Plaza, Dublin, California, 94568, or (925) 833-6635 . E>'-V1 d~ It l3 -to Re?O