HomeMy WebLinkAbout6.4 FallonVillageGHAD
c~rY CLERK
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AGE~DA STATEME~T
C~TY COUNC~l MEET~NG DATIE December 4,2007
SUB JlE Cf
PublIc Hearmg Approvmg the FormatIon of the Fallon VIllage
Geologic Hazard Abatement DIstrIct (GRAD) and Appomtmg the
CIty Council as the Board of Directors of the GHAD
Report Prepared by Mark Lander CIty Engmeer
A rf ACHMEN'fS
1)
ResolutlOn Approvmg the FormatIon of the Fallon Village
GHAD and Appolntmg the Dublm City Council as the Board
of Directors
November 6,2007, Staff Report (without attachments)
June 21, 2005, Staff Report, Declanng the City of Dublin
Subject to State Law Relatmg to Geologic Hazard Abatement
Distncts
Plan of Control
2)
3)
4)
RECOMMENUlATllON 1#
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FINANCIAL STATEMENT
Adopt the ResolutlOn approvmg the formatIOn of the Fallon Village
Geologic Hazard Abatement DIstrIct, and appomtmg the City
CouncIl as the Board of Directors,
There should be no fiscal Impact Once the Fallon Village GHAD
has been formed, and a fundmg mechamsm has been approved by
the Board of Directors and the affected property owners, the costs
associated With the operation of the Fallon Village GHAD Will be
offset by assessments paId by property owncrs wIthm the DI.':>tnct
DESCRIPTION DIVISIon 17 of the CalIfornia PublIc Resources Code establIshes
legal standard.'> for geologiC hazard abatement diStrICt ("GHAD") formatIOn, GHAD financmg and the
scope ofGHAD authorIty (SS 26500-26654)
CalIfornia PublIc Resources Code sectIOn 26567 provides that after suffiCient notice and a heanng at
which the owners of no more than 50 percent of the assessed valuatIOn of the proposed dlstnct object to
ItS formatIOn, a new GHAD may be formed by resolutIOn of the City Council
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COPY'fO Jeff Lawrence, Braddock and Logan
G IDIo VELOPMENT PRIV A rE\fallon V1Ilage (EDI 01\G11AD\a~'St GHAD Approval DOC
liTEM!: NO
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Page 1 of2
The adoptIon of the resolutlOn approvmg the formatIOn of the Fallon Village GRAD, dnd the selectIOn of
the initial Board of DIrectors are the next steps m the creatIOn of the Fallon VIllage GRAD
ANALYSIS
Pursuant to the PublIc Resources Code, the City CouncIl adopted ResolutIOn No 196-07 on November 6,
2007, settmg a publIc hearmg and notlcmg by marl the owners of real property to be mcluded wlthm the
Fallon VIllage GHAD at least twenty (20) days before the date set for the hearIng
At the publIc hearmg, If the owners of more than 50 percent of the assessed valuatIOn of property wlthm
the temtory to be annexed do not object to the formatIOn, at the close of the heanng, the City Council may
decIde whether or not to form the Fallon VIllage GRAD
Ifthe City Council wishes to approve the formatIon of the Fallon VIllage GHAD, the City CounCll must
adopt a resolutIon approvmg the formatIOn of the Fallon Village GRAD and appomtmg members to act as
the Board of Directors for the Fallon Village GHAD Under the GRAD law, the CIty CounCil may
appomt five (5) real property owners wlthm the DIstnct or the CIty Council Itself, to act as the Board of
Directors In thIS case, there IS only a smgle property owner, and it IS therefore only practical to appomt
the City Counctl as the Board of Directors
As descnbed m the Staff Report for the November 6, 2007, City Council meetmg, the City CouncIl must
m future actIOns take additIonal steps to make the Fallon VIllage GHAD operatIOnal The Board of
Directors must pass a budget and levy an assessment Levymg the assessment reqUIres two steps
(a) approval of the engmeer's report and the InItIatIOn of the assessment ballot proceedmg, and
(b) followmg the 45-day notIce penod reqUIred by PrOposItIon 218, a publIc heanng to tabulate the
assessment ballots and approve or deny the assessment
RECOMMENDA 'fION
Staff recommends that the City Council adopt the ResolutIOn approvmg the formatIon of the Fallon
VIllage GeologIc Hazard Abatement Dlstnct, and appomtmg the CIty CounCIl as the Board of Directors
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RESOLUTION NO -07
A RESOLU'][llON OF THE CJLTY COUNCllL
OF TIHIE CITY OF DUBLIN
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RESOILUTHJlN APPROVING TIHIE FORMATION OlF THE
FALLON VILLAGE GEOLOGiC HAZARID ABATEMENT DISTRICT AND
APlPOINTiNG THE DUBLiN CiTY COUNCiL AS TIHIE BOARD OlF DIRECTORS
WHEREAS, on June 21, 2005, pursuant to the provISIOns of section 26550 of the PublIc
Resources Code, this Counctl adopted ResolutIOn No 139-05, declanng the CouncIl to be subJect to the
prOVISion of DIviSIOn 17 (SS 26500-26654) of satd Code, and forwarded a copy of said ResolutIon to the
State Controller, and
WHEREAS, pursuant to the prOVISlOns of DlvlSlon 17 of thc Public Resources Code, a PetItIOn
("PetitlOn") was filed With the City Clerk, dated October 2, 2007, for the formation of the Fallon Village
GCOIOgIC Hazard Abatement Distnct ("GHAD" or "Dlstnct"), and
WIHIEREAS, on November 6, 2007, thIS City adopted ResolutIOn No 196-07 acceptmg the
PetItIon and settmg a hearmg on the filed PetltlOn on December 4, 2007, at 7 00 pm, and
WHEREAS, notice of the heanng was given pursuant to the provlSlons of Pub he Resources Code
sections 26561 through 26563, and
WHEREAS, a publIc heanng before the City Council on thc formatIon of the GHAD was held on
December 4, 2007, at 7 00 pm, pursuant to the reqUirements of sectlOn 26557 of the Public Resources
Code, and
WIHIEREAS, at the tIme set for the heanng, no owner of real property wlthm the proposed GHAD
had made a wntten obJcctton to ItS formation III accordance With the prOVISIon of PublIc Resources Code
sectIOns 26564 through 26566, and
WHEREAS, at the hearmg, the owners of more than 50 percent of the assessed valuatlOn of the
GHAD dId not obJect to the formatiOn thereof, and the Board closed the heanng, and
WHEREAS, the formation of the GHAD IS exempt from the proViSIons of the CalIfornia
Environmental QualIty Act (PublIc Resources Code 99 21000 et seq) m accordance With PublIc
Resources Code sectIOns 21 080(b )(4) and 26559,
NOW, THERlEFORE, BE iT R1ESOJL VED TIHIA '][
SectIon 1 Pursuant to PublIc Resources Code sectIon 26567, the CounCil hereby orders the
formatlOn of the GRAD, as descnbed m the PetitIOn
SectlOn 2 Pursuant to PublIc Resources Code sectIOn 26567, the Council hereby appomts Itself as
the Board of Directors of the Fallon Vl11age GeologiC Hazard Abatement DIstnct (GRAD Board)
ATTAill_f 'It 0
c9. tr6 q if
SectIOn 3 Thrs resolutIOn shdll become effective Immedldtely upon Its passage and adoptlon The
GHAD shall become operatIonal only after the parcels wlthm the boundarIes of the GHAD have been
successfully assessed In accordance with PublIc Resources Code sectlOn 26650 and Article XIII(D) of the
California Constitution The GHAD Board Intends to adopt separate resolutions to lllrtlate the
establishment and authOrIL;atlon of an assessment on the real property mc1uded m the GHAD
PASSED, APPROVED AND ADOPTED on thIs 4th day of December, 2007
AYES
NOES
ABST AlN
ABSENT
Mayor
ATTEST
Clty Clerk
2
CC~lV CllE~~
rFde ~ D~~~<oiJ~
3f1Qot4
lAG IE~IDA ~T fA llElMillE~T
C rlllr co u ~c ~ llMillE IET~ IMG DA TIE U\!IoV'sl11l'lllbJe &" ~, 2[>>(Q) l'
SUBJEC'f
ResolutIon Settmg a Public Heanng on the FormatIOn of the Fallon
VIllage GeologIc Hazard Abatement Dlstnct
Report Prepared by Mark Lander, Czty Engineer
A'fT AClHIMEN1LS
ResolutIOn Settmg a Pubhc Heanng on the FormatIOn of the Fallon
VIllage GeologIc Hazard Abatement DIstnct, together With
ExhibIt "A" to the Resolution PetItion For FormatIon
Exhtblt "A" to the PetItIon Boundary Map
ExhIbit "B" to the PetItIOn Legal DescnptJ.on
Exhtblt "C" to the Petition Plan of Control
ExhIbIt "B" to the ResolutIon Notice ofPubhc Heanng
IRlECOMMlENUlA1l'llON ~ Adopt the Resolul1on Settmg a PublIc Heanng on the Fonnal1on of
~ ~ the Fallon V1l1age GeologIC Hazard Abatement Dlstnct
IF'INANCiAL STATEMENT There IS no nnmedIate fiscal Impact Once the Fallon Village
GeologiC Hazard Abatement DIStrIct ("Fallon Village GRAD") has
been fanned and a fundmg mechanism has been approved by the
Board of Drrectors and affected property owners, costs assocIated
With the operatIOn of the Fallon Village GRAD WIll be offset by
assessments paId by property owners wrthm the Dlstnct
IDJESCmlP'flION
GeologIC Hazard Abatement DistrIcts (GHADs) are mdependent public entIties used to oversee geologiC
hazards Wltlnn a gIVen fixed boundary through preventative mamtenance, hazard mItigatIOn and geologIC
faIlure abatement DIVISIOn 17 of the Cahforrua Public Resources Code establishes legal standards for
geologIC hazard abatement dIStrICt ("GHAD") formatIOn, GHAD financmg, and the scope of GHAD
authonty (~~ 26500-26654)
COpy TO Jeff Lawrence, Braddock and Logan
I AfT L\.CHMEN I 2
Page 1 of2
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CalIfornIa PublIc Resources Code Section 265505 provIdes that proceedIngs for the formatIon of a new
GRAD may be Imtlated by a petitIOn sIgned by owners of at least ten percent (10%) of the real property to
be Included wlthm the proposed dlStnct LtUVCi ~
The Fallon Vlllage GHAD annexatIOn petition has been executed and submItted to the CIty CounCil of the
CIty of DublIn The adoptIOn of the resolutIon settmg a publIc hearmg on the formatIon of the Fallon
VIllage GRAD IS the first step In the formatIon process
ANAlLYSm
Under the PublIc Resources Code, the CIty CounCIl must adopt a resolution settmg a publIc heanng and
notIcmg by mall the owners of real property to be mcluded wIthIn the Fallon Village GHAD at least
twenty (20) days before the date set for the heanng Property owners may thereafter object m wntmg to
the proposed formatIOn of the Fallon VIllage GRAD
The CIty CouncIl ofthe CIty of Dublm WIll hold a publIc heanng on the proposed formation of the Fallon
VIllage GRAD on December 4, 2007 If It appears at the heanng that the owners of more than SO percent
of the assessed valuatIon of property wlthm the temtory to be annexed object to the formation, the
proceed.mgs must be abandoned At the close of the heanng, the CIty CounCIl Will deCIde whether or not
to form the Fallon VIllage GRAD
After the Fallon Village GRAD IS fonned, the City CounCil must take addItIonal steps to make the Fallon
VIllage GRAD operatlonal SpeCifically, the City CounCIl must then appoInt members to act as the InitIal
Board of Directors for the Fallon VIllage GRAD The Board of DIrectors must then pass a budget and
levy an assessment LevyIng the assessment requrres two steps (a) approval of the engmeer's report and
the ImtIabon of the assessment ballot proceedmg, and (b) fo llowmg the 45-day notIce penod requIred by
ProposItIOn 218, a publIc heanng to tabulate the assessment ballots and approve or deny the assessment
lRlECOMMENIDA'IlION
Staff recommends that the CIty CouncIl adopt the ResolutIon Settmg a PublIc Heanng on the FonnatIOn
of the Fallon Village GeologiC Hazard Abatement DIstnct
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A~~~DA $iA1r~~~~iF 5~ ct. +
,e~liV <COUIMc;Ul ~~~'fUINl~ lQl~iI"~D J~Iiil~ &:~ ~ ~@(Q)~
SUE.DWCT
Declanng the City of Dublm SubJect to State Law Relatmg to
GeologIc Hazard Abatement Dlstncts
Report Prepared by Mel!ssa Mortonj Publrc Worki DIrector
ATIACJBrMl&N'Fg
ResolutIon declanng that the City of Dublm IS subject to the
proViSIOns of Cabforma Pubhc Resources Code D1V1slOn 17 relatmg
to Geologlc Hazard Abatement Dlstncts
1) Adopt resolutIon declanng that the City of Dublm IS subject
to the proVlSlOllS of Cahforma PublIc Resources Code
DtvtS10n 17 relatIng to GeolOgIC Hazard Abatement DlStncts
2) O1rect Staff to forward the adopted resolutlon to the State
Controller
o ]JI'][N,AN CIA.IL S1f A ''If'EMDENl!':
None
IDESCm.IffiD TI ON": The City CouncIl bas partlClpa'ted in diSCUSSIOns With Staffregardtng
the possible benefits of fonmng a GeolOgiC Hazard Abatement Dunne! (GRAD) m the City The purpose
of such a Th.stnct IS to prevent, ontlgate, abate and control geologIc hazards In areas such as hillSides
GIven recent events where shdes have occurred as the result of adverse weather conchtIons m vanous mIl
areas of southern Cahforma, the City Couneu may Wish to coDSlder the forma.t1on of a GHAD at some
pomt U1 the future
In order to conform Wlth CahfoIIlla State Law related to the future formanon of a CHAD, It 1S necessary
for the Crty to declare Itself subject to proVISIOns of the Law by adoptIng a resolul1on contammg wd
declaratIon A copy of the adopted resolUtlon must then be f01"WS1'ded to the State Controller In order to
esta.bhsh the CIty'S elIgibility to form a GHAD
Staff recommends that the C.ty COUDeLl adopt the resolut1on declanng that the City ofDubbn IS subject to
the proVlSlOnB of Cahfonua Publ1c Resources Code DIVISion 17 relatmg to GeolOgiC Hazard Abatement
DlstnCts, and d1rect Staff to forward the adopted resolution to the State Controller
~ ~g~___~~~~~~g~~~~_________~Rg~RQg~---__~=Qgg~p-----QQgQg~~~CCCg
C((DJPllDES TO:
G \AOENMISC\apl GHAD Stale Laws 062105 doe
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A 'IT ACHMENT 3
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GVb&tY-
PLAN OF CONTROL
FOR
FALLON VDLLAGE
GEOLOGIC HAZARD
ABATEMENT DISTRICT
DUBLIN, CALIFORNIA
SUBMITTED
TO
BRADDOCK & LOGAN GROUP
DANVll..LE, CAUJFORNIA
PREPARED
BY
ENGEO INCORPORATED
PROJECT NO 4663 101001
MAY 8, 2007
LA 'fEST REVISION OCTOBER 4, 2007
COPYRIGH] (J 2007 BY ENGEO INCORPORA ll::D THIS
DOCUMENT MA Y NOT BL R[PRODUCLD IN WHOLE OR IN PAR I
BY ANY MEANS WIlA I SOl< VbR NOR MAY IT BE QUOTED OR
[XCl::RPno WITHOUT THE EXPRESS WRITTLN CONSFNT OF
ENGEO INCORPORA TLD
rttt>C14
GEOTECHNICAL
ENVIRONMENTAL
WATER RESOURCES
CONSTRUCTION StRVlCES
PrOject No
46631 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 ViLLAGJE
GEOLOGIC HAZARD ABA l'EMENl' DiSTRICf
Dear Mr Lawrence
The Fallon Village Plan of Control has been prepared and is bemg submitted m cOnjunctIOn With
an Engmeer's Report and a petitIOn filed by your office to form the Fallon VIllage GeologIC
HaLard Abatement DistrIct
ENGEO IN
L
&~
Un ElIahu, GE
Enc Harrell, CEG
ehlJ b
2010 Crow Canyon Place SUIte 250 San Ramon CA 94583 4634 (925) 8b6 9000 Fax (888) 279-2698
WW\\l engco com
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TABLE Of CONTENTS
Letter of Transmittal
I Authonty and Scope
Property IdentificatIon
n Background
EXistIng Site ConditIons
Proposed Development
Open Space
GRAD ResponsibilItIes
HI Geology
RegIOnal Geology d.l1d Geologic Maps
KV Slope StabIlity ConsideratIOns Durmg Mass Gradmg
V GeologIC Hazards
Slope Instabihty
Seisnucally Induced Ground ShakIng
ExpansIve SOIls
CompressIble Soils
VK Areas of Dlstnct Responslblhty
Scope of ActIvitIes
Prevention, MItIgatIon, Abatement and/or Control of GeologIC Hazards
ExceptIons
Smgle Property
VertiCal Movement or Creep Due to Shnnk Swell or Settlement
Property Not Accepted
Hazard(s) or Failure(s) Resultmg From Negligence
DI~tnct FW1dmg or Rermburscment for Damaged or Destroyed Structures or Site
Improvements
No Reunbursement of Expense::. Incurred by Property Owners
Protected WildlIfe Habitat
VB IF'undmg and Acceptance of Responslblhty by the ][hstnet
1 ActIvatIon of Assessment
2 ResponsibilIty for GHAD ActivItIes
3 OwnershIp of the Open Space
4 Process for Transfemng Responsiblhty for GHAD ActIVItIes
4663 I 010 01
May 8, 2007
Latest ReVISIOn October 4,2007
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fEfMGEO
INCO RPORA TED
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fEfMGEO
INCORPORATED
T ABLE OF CONTENTS (Contmued)
vrrH Geotechmcal Techmques for MItigation of LandslIde, Soil Creep and ErosIOn
f[azards 19
Landshde MItigatIOn for EXlstIng Debns Flows and Ldlldshdes 19
General LandslIde MItigation 21
iX BlOtechmcal RecommendatIOns for Prevention and MltIgatJon ofExIStmg or PotentIal
ErosIOn f[azards 23
X Pnonty for Ihstnct Funded Repairs 24
Xi Mamtenance and Momtonng Schedule 25
XU Open Space Ownership and Management 27
XJIH Rlght-of-Entry 29
REfERENCES
APPENDIX A Exhibit A - Limits of the Fallon VIllage Geologic Hazard Abatement Dlstnct
Exhibit B - Boundane.':> of the Distnct Area
Figure 1 - Geotechmcal Corrective Gradmg Plan
Figure 2 - GeologIc Map
Figure 3 - Open Space and Improvements OwnershIp/Mamtenance Plan
APPENIHX B OperatIOns and Mamtenance Manual for BIOretentIOn FaCIlItIes, Tract 7586 at
Fallon Village, prepared by ENGEO Incorporated
APPENDiX C Fallon Village SIte Geology
4663 1 01001
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INCORPORA TED
K Authority and Scope
The Fallon Village Geologic Hazard Abatement DIstnct ("Distnct") IS proposed to be formed
under authonty of the CalifornIa Public Resources Code, DIVIsion 17, commencmg 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 submlttmg thiS Plan of Control to allow the DistrIct to permanently mOnItor and
mamtam slopes, detentlOn and water quaJtty basms, storm draInage faCilIties and other
Improvements wlthm the GHAD as descnbed herem
Development of a Plan of Control is a reqUirement for fonnatIOn of a GHAD Pursuant to
SectIOn 26509 of the CahfornIa PublIc Resources Code, thiS Plan of Control was prepared by an
EngIneenng Geologist certified pursuant to Section 7822 of the BUSIness and ProfessIons Code
As reqUired by Section 26509, It descnbes potentIal geologIC hazards WIthIn the proposed
Dlstnct boundaries and proVides a plan for the preventIon, mltIgatlOn, abatement, or control
thereof
As used In thiS Plan of Control, and as provIded In SectIon 26507, "geologiC hazard" means an
actual or threatened landshde, land subSidence, SOlI eroSIOn, earthquake, fault movement, or any
other natural or unnatural movement of land or earth
Property IdentificatIon
The proposed Dlstnct boundary IS shown In the Dlstnct Boundary Map on Exhibit A, and further
descnbed In the DIstnct Boundary DeSCrIptIOn on [XhibIt B
4663 1 01001
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Latest RevlSlon October 4,2007
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INCORPORA TED
n Background
EXlstmg Site Conditions
Thc study area IS approximately 488 acres and IS located north of HIghway 580 m Dublm Site
topography conSIsts of rollmg, grass-covered mIls generally mcreasmg m elevatlOn to thc north
Site dramage IS to the south, toward Arroyo Las PosItas and the LIvcrmore Valley Most of the
study area conSIsts of opcn, undevelopcd land With local Improvements related to agncultural or
reSIdential use These Improvements mclude barns, sheds, and dwellmgs, as well as roadways,
dnveways, and utilIties
Proposed Development
The Site plan prcpared by Mackay and Somps shows 1,043 smgle-fmmly lots In addItIOn, the
plans show a school Site, a neighborhood park Site, four blOretentJOn cells (24, 023, 021 and
048 acrcs), roadways and a 46-acre neighborhood square sIte A Prehmmary Geotechmcal
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 1 - Corrective Gradmg Plans serves as a DeSign Level Geotechmcal ExploratIon Report
for the proJect
It is our understandmg that bulk gradmg on the Site Will occur m 4 phases As shown on the
MacKay and Somps Gradmg Plans the Will mclude Phases 1 and 2 Bulk gradmg and later cach of
these areas Will be regraded to the final elevations necessary for the constructIOn roadways, bUlldmg
pads and othcr Site Improvements The prehmmary proposed site gradmg mcludes preparatIon of
level bUIldmg pads and roadways As planned, gradmg WIll mvolve cuts and fills up to about
4663 1 01001
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Latest ReVISIOn October 4, 2007
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iENGEO
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 mcludes approxImately 200 acres as shown In Open Space Plan With about
172 2 acres wIthm a conservatIon easement (figure 3) TItle to the parcels compnsmg thc open
space will be conveyed to the GHAD approxImately three years after the first residentIal bUlldmg
permit has been Issued WIthm the Distnct Smce long-term mamtenance and stabIlity of the
GHAD Property will protect the open space, which IS an amel1lty that wIll benefit all of the current
and future propcrty owners, the fundmg for thc GHAO's actIvItIes wIll bc sharcd by all currcnt
and future property owners wlthm the GHAD's boundaries All such actIvItIes shall be
consistent With thIS Plan of Control
GHAD ResponsIbIlItIes
The GJIAD Will mItIgate, prevent, abate or repair landslIde or eroslOn hazards that could directly
affect property wIthm the GHAO boundary, as necessary to implement thiS Plan of Control The
GHAO wIll also assume open-space management responsIbilItIes that are reqUired for the
[all on Village proJect These responsiblhtles Will mclude vegetation management, erosIOn
control, vegetation removal (fire suppreSSIOn), and selected othcr maintenance assOCiated With
open space In additIon, the responSibilIty of the GHAD Includes mamtenance, mOnItorIng and
repaIr of bloretentlon cells, vegetation control, armOrIng of channels and desIltmg of detentIon
basms
4663 1 01001
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Latest ReVlSlOn October 4,2007
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I NCORPO RATE D
The GHAD's responslbtlltleS will mclude but may not be hmited to momtorIng and mamtenance
for the followmg as approprIate
o Four blOretentlon cells
o Mamtenance and repair of EV A and access roads
o EroSIOn repaIrs
o RevegetatIon and vegetatIOn control, mcludmg fire break mowmg, weedmg and additional
hydroseedmg as deemed necessary
o Sediment removal from concrete structures (applies only to open-space catch basms, field
mlets, V -ditches and storm dram pipes)
o Slope stabilIzation (mcludes mmor landshdmg and debns bench clearmg)
o Subdram outfall mamtenance
o Open-space storm dram plpe and V -ditch replacement
In addition, the GI-IAD wtll have mamtenance, momtonng and repaIr responslbilI1tes for slopes,
which will mclude natural, reconstructed or partially reconstructed landslIdes as mdicated wlthm
the referenced ENGEO reports and dIscussed m SectIOn V
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IN CO RPORA TED
HI Gcology
RegIOnal Geology and GeologIC Maps
The SIte IS located wlthm the Coast Ranges geologIc provmce of CahfornIa, a senes of
northwest-trendmg ndges and valleys Bedrock at the Site IS mapped as non-manne sedimentary
rock of the TassaJara FormatIOn (QTt) (Dlbblee, 1980) or as the Livermore Gravels (Grayrner et al,
1994) of Late PlIocene to Pleistocene age The rocks m the SIte VICllllty have been tightly folded
such that the bedrock layers (beddmg) are generally mchned at a steep angle from the honzontal
Crane (1996) mapped the axes of antlcltnal and synclmal folds through the north end of the SIte
The site IS not located wlthm a State of Cahforma 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 dlscusslOn ofthe Site geology IS mcluded as Appendix C of this Plan of Control
llV Slope Stability Considerations Durmg Mass Gradmg
As shown on the Corrective Gradmg Plans for Fallon VIllage (May 2006), eXistmg artifiCial fills
wlthm the graded area have been removed and, as reqUIred, replaced With subdramed engmeered
fills (Figure 1) In graded or repaIred areas, the unSUitable materIals mcludmg alluvIUm,
colluvIUm and/or landslIde debrIS WIll be overexcavated to firm undl.':>turbed matenals below the
unSUitable materIal as determmed by the Geotechmcal Engmeer or Engmeenng Geologist at the
time of gradlllg Surface and subsurface drams Will be lllstalled to collect the surtace and
subsurface waters whIch may have mltIally caused the mstabIhty The configuratIon of each
subdramage system will be taIlored to the mdIvidual area at the time of gradmg The
Geotechmcal Engmeer and/or Engllleenng GeologIst Will determme the locatIOn and depths of
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INCORPORA TED
subdrams at that time The location and elevatIOn of subdrams and outlets wIll be surveyed
dUrIng constructIon Each subexcavatIon Will then be reconstructed to final grade by keymg and
benchmg below the landshde plane with compacted, dramed engmeered fill
It IS important to note that to preserve the natural topography, wildlife habItat and vegetatIon of
the Site, stabilIzatlOn of landslIde masses IS currently planned only for landshdes that directly
threaten the proposed Improvements Slope mstabilIty m open-space parcels which does not
have the potcntIal to directly affect the GHAD-accepted homesltes, roadways, habitat areas or
other crItIcallrnprovements will not be repaired, as prOVided m SectIOn VI
The cuts WIll be Viewed by the proJect Geologist dunng gradmg to providc mitIgatIon schemes
for unsuspected slope conditIons which could decrease the slope stabilIty Such condItions
mclude unfavorable bedrock attItudcs 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 subdram systems will be IdentIfied on as-bUilt plans followmg constructIOn
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V Geologic Hazards
GeologIc hazards identified for the site m the Geotechmcal ExploratIOn reports Include the
followmg Items
o Slope mstabilIty
o Seismically mduced ground shakIng
o Expansive soils
o CompressIble soils
These geologic hazards are not expected to be ehmmated entirely by site gradmg Slope
mstabllity IS not umque to thIS proJect, but IS of importance for hillSide proJects throughout the
San FrancIsco Bay Area Future stablhty of these areas depends on vanous factors, IncludIng
any mtroductIOn of natural or artificial groundwater, future gradIng and earthquake ground
shakIng
Slope InstabIhty
Dunng mappmg for thc Site geotechl11cal exploratIOn, areas of slope mstabIhty were identIfied
throughout the planned development area and wlthm the future open space areas The geologic
hazard map showmg the locatIOn of each of the debns flows and landslIdes is mcluded as
Figure 2 The table below Identifies each of the landslIde areas wlthm the development area and
the proposed corrective measures The "Current DeSignatIOn" column shown on Table V-I is
the landslide labelmg used on the corrective gradmg plan The "PrevIOus DesignatlOn" column
Identifies the landshde ldbehng used In the Geotechmcal Exploration Report PotentIal DistrIct
momtormg or mamtenance actIvitiCS for the specific areas lIsted In the table below are discussed
m SectIOn VIII
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Bulk Gradmg
LANDSLIDE location (Sheet) and Proposed Correctl ve
Unremedlated Areas
Current PrevIous Landslide Type Measures
DeSIgnatIOn DeSignation
LI R25 G2, Earthflow Remove and replace None
L2 Not Labeled G2, Earthflow Removal and Landslide matenal
replacement of may not be removed
landslide matenal downslope of
Within the limits of engineered fill slope
gradmg
L3 Not Labeled G2, Larthflow Removdl and Landslide matenal
replacement of may not be removed
landslide matenal downslope of
wlthm the limIts of englneercd fill slope
gradmg
L4 R13 G I, Earthflow Remove and replace None
L5 RI4 G I, Earthflow Remove dnd replace None
L6 R8 G I, Earthflow Remove and replace None
L7 R7 G I, Edrthflow Removal and Off sIte landslide
replacement of matenal Will not be
landslide matendl removed
wlthm the limits ofihe
, property
L7A Not Labeled G 1, Deep seated Buttress fill over lower No removal of
portion of the landslide matenal
landslide outside the CIVil limIts
of wadmg
L7B Not Labeled G I, Deep seated Buttress fill over lower No removal of
portIOn ot the IdIldshde matenal
landslide outSIde thc elVlI hmlts
ot gradmg
L8 R6 G 1, Earthflow Remove and replace None
L9 R12 G 1, Earthflow Remove and replace None
LIQ R1I G I, Earthflow Remove and replace None
LlI RIO G I, Earthflow Remove and replace None
LI2 RI7 G 1, RotatIOnal slump ExcaVdtlon of landslide Landslide matenal
matenal wlthm 20 feet not removed below
ofthe pad grade 20 feet below the pad
wade
1 ABLE V-I
MAPPED AREAS OF SLOPE INSTABILITY
AND PROPOSED CORRECTIVE MEASURES
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INCORPORATED
Bulk Gradmg
I LANDSLIDE
Location (Sheet) and Proposed Corrective Unremedlated Areas
Current PrevIous Landslide Type Measures
DesignatIOn Designation
Phase 2
LI2 RI7 G I, RotatIOnal slump Wlthm bUlldmg pads Landslide matenal
excavation of landslide not removed below
material wlthm 10 feet 10 feet below the pad
of the pdd grade grade wlthm
bUIldable tots
L13 R16 G I, Rotational slump Wlthm bUlldmg pads, landslide matenal
excavatIon oftandsllde not removed below
material wlthm 20 feet 20 feet below the pad
of the pad grade grade wlthm
bUildable lots
Ll4 R-15 G2, (Lots and a portIOn Removal and landslIde material
of Parcel "E"), replacement of may not be removed
RotatlOndl Slump landshde material downslope of
wlthm the hmlts of engmeered fill slope
gradmg
LIS R~19 G2 (Lots and adjacent Removal and None
slope), Slump flow replacement of
complex landslide material
wlthm the hmlts of
Igradmg
L16 R-26 G3, Earth flow Remove and replace None
Ll6A R-27 G3, Earthflow Removal and Off site landshde
replacement of matenal Will not be
landslide material removed
wlthm the limits of the
property
L17 R~24 G2, Earth flow Remove and replace None
LI8 R-25 G2, Earth flow Remove and repldce None
LI9 R-2l G2, Edrth flow Remove and replace None
L20 R-22 G2, Earth flow Remove and replace None
L21 R-20 G2 earth flow Remove and replace None
L22 R28, R-29 dnd 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
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INCORPORATED
Bulk Gradmg
LANDSLIDE LocatIOn (Sheet) and Proposed Corrective
Unremedlated Areas
Current PreVIOUS Landslide Type Measures
DeSignation DeSignatIOn
L24 R-34 Lots 829-831 earth Remove and replace Off site portion of the
flow onslte landslide landshde
matenal
A number of landslIdes are located Withm the open space areas of the DiStrIct and mItIgatIon IS not
planned for these areas of slope mstabIhty SInce they do not have the potentml to unpact the Site
Improvements as dIscussed m SectIon VI Smce no mitIgatIOn IS shown on the Corrective Gradmg
Plan, these landslides were not relabeled and retam the desIgnatlOn from the Geotechmcal
ExploratlOn Report These landslIdes are descnbed below and shown on Figure 2
TABLE V-2
MAPPED AREAS OF SLOPE INSTABILITY
WI I HOUT PROPOSED CORRECTIVE MEASURES
SLIDE TYPE OF FEATURE ESTIMA TED
DESIGNA nON 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 10 to 15
In additIon to the landslIdes lIsted above, other areas of slope mstabilIty or JandslIdmg Will hkely
be IdentIfied dunng the hfe of the development Smce earth stability IS the Dlstnct's pnme
geotechmcal concern, thIS sectlOn descrIbes several types of slope mstabllIty that may be wIthm
the Dlstnct's area ofresponslblhty, subJect to SectIon VI of thIS Plan of Control
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INCOR PO RATED
A landslide IS defined as a mass of rock, SOlI and other debrIs that has been displaced downslope
by slIdmg, floWIng or fallIng LandslIdes mclude 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 ofhdlslde slopes tngger many slope failures
Slope failures are also often tnggered by lllcreased pore water pressure due to the mfiltratlon of
ramwater The resultmg decrease of shear resistance (mternal resistance to deformatlOn by
shearmg) can cause the slope to move The level of the groundwater table varIes With the
amount of ramfall for the area If ramfallls higher than average dUrIng the wmter season, the
water table Win be higher than average on a hlllslope and groundwater pressures may become
dangerously high Under these conditions, hillSide movement can be activated
Areas of thicker sod cover on the hillslopes are known as collUVIUm (Qc) Colluvml depOSits are
typically the result of soIl creep and may be m a weak, unconsohdated state, makmg them
susceptible to landshdmg If undercut CollUVIUm IS generally approximately ten to fifteen feet m
thickness Landslides and colluvial depOSits located withm open space areas are natural
landforms that do not reqUire mItIgatIOn except where they affect man-made Improvements
Potential mitlgatlon and repaIr measures for DIStrIct areas near development are dIscussed m
SectIOn VIII
SeISmiCally Induced Ground Shakmg
As Identified m the geotechmcal report, an earthquake of moderate to hIgh magmtude generated
WIthin the San FrancIsco Bay RegIOn could cause conSiderable ground shakmg at the SIte, Similar to
that which has occurred III the past SeismIC slope stabilIty has been conSIdered m the ENGEO
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IEM3EO
INCOR PORA TED
desIgned geotechmcal corrective gradmg plan, however, seismically generated slope failures
could occur m open-space areas outsIde the development lImIts
ExpanSIve SOlis
Near-surface soIl, colluvIUm and alluvIUm at the sIte could exhibIt a moderate to cntlcally high
potentIal for expansIOn The.':>e potentially expansive sOlis could impact the planned site
development Expansive sOlIs shrmk and swell as a result of mOisture changes ThIs can cause
heavmg and crackmg of sldbs-on~grade, pavements and structures founded on shallow
foundatIons The potential for expanSive ~olls has been identified m prevIous reports for the
property Shrmk and swell of expanSive soIls on slopes IS a portIOn of the mechamsm of creep
movement which can result m shallow slope mstabilIty
Compressible SOlIs
Based on the geotechmcal data, It appears that mmor settlement of as much as a few mches could
result from consolidatIOn of alluVIal and collUVIal dcposits beneath deep fills and from consolidatIOn
of deep fills due to their own weIght Based on the proposed gradmg settlements expenenced by
site Improvements due to design fills are anticIpated to be mmor
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INCORPO RA TEO
Vi Areas of District ResponsibilIty
Scope of ActIvities
The Fallon Village GRAD, as owner of the open space areas and basms withm the site, wIll
assume responsibIlIties that relate to Its posItIon as a GRAD 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 mcludes, but IS not hmIted to, the mamtenance
of faCilItIes that enhance site stablhty such as draInage faCilIties and associated Improvements
This may mclude the momtonng and mamtenance of dram age facilities and associated resources
WhiCh, if subJect to Improper care, could result m decreased slope stabIlIty, the prIme concern of
the GHAD
In additiOn, the GHAD will be responsible for mamtenance of deSignated traIls planned wIthm
the open space area Improper rnamtenance 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 followmg exceptIons, the pnmary mISSlOn of the Dlstnct shall be the preventIOn,
mItIgatIOn, abatement and/or control of geologiC hazards withm its boundanes that have
damaged, or that pose a sIgmficant threat of damage to site Improvements wlthm the developed
areas of the project As used herem, the term "site Improvements" means bUlldmgs and
outbuildmgs, road~, sIdewalks, improved paths, utIlIties, Improved traIls, sWimmmg pools, tenms
courts, gazebos, cabanas, geologiC stabIlIzatIOn features or SImilar Improvements
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I NCORPO RATED
ExceptlOns
fhe Intent of thIS Plan of Control IS not to reqUIre or to create the expectatlOn that the DIstnct
will take action to address every threatened or actual geologic hazard The DistrIct may dechne
to prevent, mitIgate, abate or control geologic hazards under the followmg CIrcumstances
Isolated or Remote Slope InstabilIty The DistrIct shdll not have responsibilIty and may place a
low pnonty on Its responsIbIlity to momtor, abate, mItIgate or control slope mstabilIty that does
not mvolve damage to or pose a slgmficant threat to damage Site Improvement~
Smgle Property The DIstrIct will not prevent, mitigate, abate or control geologiC hazards whICh
are hmited In area to a smglc parcel of property unless the geologIC hazard has damaged, or
poses a SignIficant thredt of damage, to Site improvements located on other property withm the
DIStrIct boundaries ThIS excluslOn does not apply to geologiC hazards eXlstmg on common area
property owned by the HOA or wIthm open space owned by the DistrIct
Vertical Movement or Creep Due to Shrmk Swell or Settlement
Vertical movement due to shrInk-swell of expanSIve ~Olls or settlement of fills IS expected at the
SIte as With many reSidential developments In the area Damage to Site improvements resultmg
from shrmk swell or settlement of fills IS not the responsl bIhty of the G HAD
Property Not Accepted
The GHAD shall not have responSIbility to repaIr damdge, which IS situated on a parcel of real
property, which the GHAD has not accepted m accordance WIth Section VI The GHAD,
however, may momtor, abate, mItigate or control slope InstabilIty on a parcel of real property
which the GHAD has not accepted m accordance WIth SectIOn VI, proVided that the GHAD
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INCQRPQRA TE D
responsIbility on such parcel shall be limIted to the extent necessary to address damage or a
sigmficant threat to damage sIte Improvements on a GHAD accepted parcel
Not withstandIng the above exceptlOns from Dlstnct responSibility, the DistrIct may take any
action necessary to prevent, mitlgate, 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 Dlstnct may declme to prevent,
mItIgate, abate or control geologiC hazards or faIlures If, m the sole Judgment of the DistrIct
Manager In consultation With geologIC or geotcchmcal 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, gradmg, constructmg, or IDaIntammg
any work on the subject property
DistrIct Fundmg or Reimbursement for Damaged or Destroved Structures or Site Improvements
In the event a resIdence or any other pnvate 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 ddlllaged or destroyed
structure, SIte Improvement or landscapmg Unless otherwise authonzed by the Board of
Directors, the total dollar amount of the DistrIct fundmg 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 mcurred by the DistrIct m actually mitIgatmg, abatmg or controllIng the geologIC
hazard that causes the damage In the event the geologiC hazard damaged or destroyed a
structure, Site improvement or landscapmg WhIch VIOlated any prOVlSlOns of the City BUIldmg
Code or City Code at the time of ItS mstallatIon or improvement, the DistrIct may decline to
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provlde any tundmg, or reimbursement to the property owner for repaIr or replacement of the
damaged structure, Improvement or landscapmg
No Reimbursement of Expenses Incurred by Property Owners
The Dlstnct Will not be obligated to reImburse a property owner for expenses mcurred for the
preventIOn, mitlgatIOn, abatement, or control of a geologIC hazard nor for reimbursement for
damaged or destroyed structures or SIte Improvements absent a written agrcement between the
property owner and the Distnct to that effect, WhiCh agreement has been executed pnor to the
property owner mcumng saId expenses, and followmg an mvestlgatlon conducted by the
Dlstnct
Protected WildlIfe Habitat
The GHAD WIll not prevent, mitlgate, abate or control Isolated geologIC hazards which are
limited to mltlgatlon areas and/or protected WIldlIfe habitat unless the geologie hazard has
damaged, or po~es a sigmficant threat of damage, to site Improvements located on property
wlthm the GHAD boundanes
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IN CORPORA TED
VI[ Fundmg and Acceptance of ResponsibilIty by the Dlstnct
I Actl vatIOn of Assessment
Ultlmately an annual assessment shall be levied on all annexed residentIal or nonresidentIal
parcels wIth habitable bUlldmg areas withm the Fallon VIllage development The assessment
shall be levied by the GHAD on each mdlvldual parcel begmmng the first fiscal year folJowmg
Issuance of a bUIldIng permit for that parcel
2 Responslblhtv for GRAD ActlvltIes
The party that, on the date each FInal Map is recorded Withm the GHAD boundanes 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
automatlcally transfer to the GHAD at 900 a m on the day exactly three ycars after the first
re.':>ldentIaI bUIldIng permit IS issued by the CIty of DublIn provided that the Items lIsted under
Item No 3 m thIS sectlOn have been completed ThIS turn-over date may be extended at the sole
dlscretlon of the proJect dcveloper provided that the assessments shall contInue to be levied
durmg the extensIOn penod and that notice of such extensIOn is delIvered to the GHAD Manager
at least 30 days pnor to the turn-over date The petitioners for formatlon of the GHAD mtend
that the approxImately three-year perIod between the levYIng of the GHAD assessment and the
GHAD becomIng responsible to perform activItles on property wlthm each Fmal Map will allow
the Dlstnct to accumulate reserve funds without mcurnng sIgmficdllt expenses
3 OwnershIP of the Open Space
Ownership of the open space will pass from the owner/developers to the Dlstnct on, or
approximately on the date the Dlstnct commences ItS actIvitles and becomes responsible for
oversight of the actual phySical mamtenance of the open space as provided 10 thiS sectIOn
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INCORPORATED
4 Process for TransferrIng Responsibility for GIIAD ActIvities
After the Transfer ElIgiblhty Date for parcel(s), the process for transferrmg responsibIlIty for
performmg GHAD actIvIties on such parcel(s) shall be as follows
(a) In the calendar year of the Transfer EligibilIty Date or m any subsequent year, at Its
discretIOn, the developer may apply to the GHAD ('Transfer ApplIcatIOn") to transfer the
responsIbilIty for performmg GHAD ActivItIes for parcel(s) to the DI!:>tnct
(b) Wlthm 45 days of receIvmg such notIce, a representative of the GHAD shall verIfy that
all the faCilItIes for WhICh the GHAD will have mamtenance responsiblhty have been
constructed and mamtamed according to the City-approved plans and specIficatIOns for
the mdlvlduallmprovements, and that such facIlIties are operatIonal and In good working
order
(c) Wlthm 15 days of such InSpectIOn, the GHAD will send the developer a list ("Punch lIst")
of all of the items that need to be constructed, repaired or otherwise modified III order to
comply WIth the City-approved plans and specificatIOns
(d) The developer will notify the GHAD when It has completed the Items Identified on the
Punch lIst
(e) Wlthm 30 days of receipt of such notice, the GHAD shall venfy that all Punch lIst Items
have been completed and notify the developer that the Dlstnct accepts responsiblhty for
performIng all future GHAD ActivIties on the parcel(s)
As part of the transfer actIvitIes the developer of parcel(s) to be transferred will provIde the
GHAD, for its use, caples of the applIcable geotechmcal exploratlOn reports, gradmg plans,
corrective gradmg plans, Improvement plans, field-venfied geologIC maps, as-bUIlt subdram
plans or other pertment documents as requested by the GHAD
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INC 0 R PORA TED
vlIn Geotechmcal Techmques for MItigatIOn of Landslide, Soli Creep and ErosIOn
Hazards
LandslIde MitIgatIon for EXlstmg Debns Flows and Landslides
For eXlstmg debns flows and landshde areas, the followmg mltlgatlOn measures have been
proposed and shown on the corrective gradmg plans Generallandshde llutlgatIOn measures are
shown below
TABLE VIII-l
SELECTED DISTRICT MITIGATION AND MONIfORlNG AREAS
Bulk Gradmg
LANDSLIDE Potential District
locatIon and Landshde
Type Unremedlatcd Areas Mamtenance or Momtorlng
Current PrevIOus ActlVltles
DeSIgnation DeSignatIOn
L2 Not Labeled G2, Earthflow Landslide matenal may Observation of this area
not be removed dunng penodlc sIte
downslope of engmeered mOnltonng events HIgher
fill slope potential for corrective work
m future If remalnmg
landslide debns expenences
movement and Impacts Site
Improvements See SectIon
VIII for potentlallandshde
mItigatIon techmques
L3 Not Labeled G2, Earthflow Landshde matenal may ObservatIOn of thiS area
not be removed dunng penodlc sIte
downslope of engmeered momtorlng events Higher
fill slope potential for corrective work
m future Ifremammg
landshde debns expenences
movement and Impacts site
Improvements See SectIOn
VIII for potentlallandshde
mitigation techmques
4663 I 01001
May 8, 2007
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19
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LANDSLIDE Potential D1StnCt
location and Landshde
Type Unremedlated Areas Mamtenance or Momtonng
Current PrevIous Activities
DesignatIOn DesignatIOn
L7 R7 G ], Earthflow Off sIte landslide matenal Observation of thiS area
will not be removed dunng penochc site
momtorlng events Higher
potential for corrective work
In future If remammg
landshde debns expenences
movement and Impacts Site
Improvements See Section
vrn for potentiallandshde
mitigation techmaues
L7A Not Labeled G 1, Deep seated No removal of landshde In the event that Landsltde
matenal outside the CIVil L 7 A expenences
hmlts of gradmg movement, dramage 10 the
swale at the toe of the
planned fill slope could be
partially blocked To
aVOid pondmg of water
and the assOCiated
problems, It may be
necessary to Implement
measures to facilitate
storm dramage 10 thiS
area We antIcIpate that
thiS type of operation
would become the
respon S I blllty of the
proposed GeologiC Hazard
Abatement District
( GHAD)
L7B Not Labeled GJ, Decp seated No removal oflandsl1de Observation of thiS area
matenal outside the CIVil dunng penodlc site
limits of gradmg momtonng events Higher
potential for corrective work
In future If remammg
landshde debns expenences
movement d.I1d Impacts sIte
Improvements See Section
VllI for potentlallandshde
mitigation techmQues
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I NCORPORA TED
Bulk Gradmg
LANDSLIDE Potential District
locatIon and Landslide
lype Unremedtated Areas Mamtenance or MOOltonng
Current PrevIous ActIvities
Designation DesIgnatIon
L14 R-15 G2, (Lots and a Landshde matenal may ObservatIOn of this area
portiOn of Parcel "E ), not be removed dunng penodlc site
RotatiOnal Slump downslope of engmeered mOOltonng events HIgher
till slope potential for correctIve work
10 future lfremammg
landshde debris expenences
movement and Impacts site
Improvements See Section
VIII for potenttallandshde
mitIgatIon techOlQUCS
L16A R-27 G3, Earthflow Off Site landshde matenal
Will not be removed
L24 R-34 Lots 829~83 I, Earth Off site portion of the
flow landshde
General LandslIde MItIgation
The techmques the DistrIct may employ to prevent, mItigate or abate landslidmg or adverse
erosIOn damage might mclude, but are not necessanly lImited to
o Removal of the unstable earth mass
o StablhzatIOn (either partial or total) of the landslide by removal and replacement With
compacted dramed fill
o ConstructIOn of structures to retam or divert landslide matenal or sediment
o ConstructIOn of eroslOn control deVices such as gab IOns, np rap, geotextIles, or lIned ditches
o Placement of dramed engmeered buttress fill
o Placement 01 subsurface dramage devices (e g underdrams, or hOrIzontal dnlled drams)
4663 1 01001
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I NCORPORA TED
o Slope correctIOn (e g gradient change, blOtechmca' stabIlIzation, and slope trImmmg or
contourIng)
o ConstructIOn of additlOnal surface ditches and/or detentIOn basms, sIlt fences, sediment traps,
or backfill or eroslOn channels
Potenttallandslide and erOSIOn hazards can often best be mitigated by controllmg sOIl saturation
and water runoff and by mamtammg the surface and subsurface dramage system Mamtenance
shall be provided for lined surface dramage ditches and dramage terraces mcludmg debns
catchment structures or drop mlets
The Impact of soIl creep on Site Improvements is usually best mitIgated by deslgmng structures
to resist the forces applIed by the creepmg SOli, smce sot! creep movement on slopes is typically
caused by condltlOns which are difficult to control on a larger scale, such as the wettmg and
drymg of clays, the growth of roots, burrowmg ammals and by the downslope movement of
saturated ground MomtorIng actlvltles may mclude observatIOn of saturated ground condItions
and burrowmg anImal populations, whIch may be controlled by addItIonal dramage or the
removal ofburrowmg ammals
4663 I 01001
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IEUVlGEO
INCORPORATED
IX BlOtechmcal RecommendatIons for l?reventJon and MItIgatIon of EXistIng or PotentJal
ErosIOn Hazards
FIll slopes wlthm the boundanes of the DIstrIct are expected to be erodible as will cut slopes m
bedrock, therefore, the mamtenance of vegetative cover IS especially Important VegetatIOn
provides a protectIve role on sOli and exposed rock It absorbs the Impact of ramdrops, reduces
the velocity of runoff and retards eroSIon
In many mstances, adequate eroSIOn protectlOn for slopes can be accomplIshed With carefully
selected and placed bIOlogICal elements (plants) Without the use of structures (e g brush layermg
and Willow waddlmg)
In other areas, biotechmcal slope protectIOn may mvolve the use of mechanical elements or
structures III combmatlOn With biological element.':> to prOVide eroSIon control and help prevent
small-scale slope faIlures Locally, crIb walls, welded-Wire walls, gablOn walls, rock walls,
rIprap and remforced earth walls used m combmallon With carefully selected and planted
vegetatIOn can proVide high quahty slope protectIOn The vegetatIon may be planted on the slope
above a low retammg structure or toe wall, or the mterstIces of the structure can be planted
4663 1 01001
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INCOR PORA TED
X Pnorlty for District Funded Repairs
Emergency response and scheduled repair expendItures are to be prIorItized by the
Gencral Manager, utIllzmg Its discretion, based upon aVaIlable funds, a prudent reserve and the
approved operatmg budget
Should aVaIlable funds not be sufficient to undertake all of the identified remedial and preventive
stabihzatlOn measures, the expenditures shall be pnorItlzed as follows m dcscendmg order of
prIOrIty
A The preventIon, millgatIOn, abatement or control of geologie hazard.':> that have eIther
damagcd or pose a sigmficant threat of damage to residences, crItical underground utilItIes
or pavcd streets
B The prevention, mItIgatIOn, abatement or control of geologic hazards that have either
damaged or pose a sigmficant threat of damage to prIvate or commumty recreatIOn
faCIlItIes (e g pools, spas, etc )
C lhe prevention, mitigatIOn, abatement or control of geologic hazards that have either
damaged or pose a slgmficant threat of damage hmlted to loss of landscapmg or other
SimIlar non-essential amemtIes
D Thc prevention, mItIgation, abatement or control of geologiC hazards eXistmg entirely on
opcn-space property and which have neither damaged nor pose a slgmficant threat of
damage to any SIte Improvements
4663 1 OlD 01
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INCORPORATED
XI MaIntenance and Momtormg Schedule
Geologie features and DIstnct-mamtamed facilities should be mspected on a regular basIs
Budget permmmg, mspectlons should be scheduled to occur d mlmmum of two times per year III
normal years and three or more times per year m years of heavy ralllfall The mspectlons should
be scheduled to take place m October, prIor to the first sigmficant raInfall, mid-wInter as
necessary dUrIng heavy ramfall years, and In early Apnl at the end of the ramy season The
frequency of the mspectIOns should be mcreased III years of hlghcr than average ramfall mtensIty
and/or recurrence
o A Distnct engmeer and/or Geologist should mspect the lincd surface of concrete-lmed
dramage ditches wlthm the Distnct boundarIes on a regular schedule If possible, mspectIOns
should be scheduled tWice each year, budget permittmg One mspcctlon should be In the fall
pnor to the onset of wmter rams The mspector should chcck for sedImentatIOn, crackmg or
shlftmg of the concrete-lIned ditches Repairs and maIntenance should be performed on a
regular schedule excess Silt or sediment m ditches should be removed and cracked or
broken ditches should be patched or repaired as reqUIred before the begmmng of the next
ramy season
o Several types of debrIs catchment structures are planned Repair.':> and mamtenance should be
performed on a regular schedule Excess debrIs should be removed to allow the structures to
mamtam adequate catchment area
o Subsurface draIn outlets and hOrIzontal drIlled dram outlets, If any, should be mspected on a
regular schedule Water flowmg from these outlets should be measured and recorded dUrIng
each mspectlOn If possible, mspectlOns should be scheduled tWIce each year, preferably m
the fall and sprmg Any SUSpICIOUS mterruptlOn m flow should signal a need to unplug or
clean by flw,hmg the affected dram
o If Illstalled, piezometers used to measure groundwater levels, or other Instruments such as
mclmometers and tlltmeters, should be mOnItored on a regular schedule
o Settlement momtorIng deVices, If any, should be momtored on a regular schedule In the
event of anomalous readmgs or exceSSIve settlement, the momtorIng frequency should be
Increased
4663 1 01001
May 8, 2007
Latest ReVISion October 4,2007
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o Inlets, outfalls or trash racks, If used, mu~t be kept free of debns and spIllways mamtamed
AttentIOn should be given to plantmgs or other obstructIons, whIch may mterfere with
access, by power eqUIpment
o I he blOretentlon faCIlItIes should be mOllltored and mamtenance m accordance with the
OperatIOns and Mamtenance Manual for BIOretentIon facilIties Tract 7586 at
Fallon VIllage A copy of thIS manual is provIded III Appendix B
The Dlstnct should reView Its InSpectIOn schedule annually and assess the effectiveness of Its
preventive mamtenance program on a regular basIs Dlstnct staff should prepare an annual
report to the Board of DIrectors with recommendations for mamtenance and/or repair projects
Consultants, If necessary, may be retamed to undertake the needed studies The
Dlstnct Engmeer and/or Engmeenng GeologIst retamed by the Dlstnct shall prepare an annual
mspectlon report for presentatIOn to the Distnct Board of Directors
4663 1 010 01
May 8, 2007
Latest ReVISIOn October 4,2007
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fENfGEO
INCORPORATED
XU Open Space Ownership and Management
OwnershIp, fundmg sources and mamtenance responslbilItlcs shall be as shown on followmg
table Parcels labels lIsted on the table below m quotatIOn marks are those from the vestmg
tentative map
TENT A TIVE
ACCEPTANCE
MAINTENANCE DA TE OR
FACILITY /FUNCTION FUNDING MINIMUM OWNERSHIP
ENTIl Y INITIAL
MONITORING
TERM
K Development Area
A ResidentIal Lots Pnvate Pnvate 2010 Pnvate
B BlOretentlon Cells
(Parcels J JJ "EE"
, ,
and "FF")
I Water QualIty GIIAD GHAD 2010 GHAD
FacIlIties
2 Retammg Walls and GHAD GHAD 2010 GHAD
Slopes
3 Landscapmg HOA HOA GHAD
C Semi Public Parcel E Braddock and Braddock Braddock and
Logan and Logan Logan
D Parcel KK HOA HOA HOA
E Park (Parcel "E) CIty oi Dublm CIty of City of Dubhn
DublIn
F Park (Parcel 0) CIty of Dublm City of City of Dublin
DublIn
Dublm Umfied Dublm
G School Site (Parcel F- School Dlstnct Umfied Dublm Umfied
1) School School DIstrIct
DIstrIct
TABLE XIII-l
Fallon Village
Long-Term Ownership and Management Matnx
4663 I 01001
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INCORPO RATED
TENT A TIVE
ACCEPTANCE
MAINTENANCE DA TE OR
FACILITY IFUNCTION FUNDING MINIMUM OWNERSHIP
EN1 ITY INITIAL
MONITORING
TERM
H Parkways, Tree
P1antmg Easements and HOA HOA City of Dub 1m
Sidewalks
I Multi-Use Trails and HOA HOA CIty of Dublm
Collector Medians
Braddock and
J Parcel B and "II" GIIAD GHAD Logan (City of
Dublm)
n Open Space
K Par<.-e!s A, C, D, E-1,
K, P, "B", "C", "D" and OHAD GHAD 20ID GHAD
"00"
L MItigatIOn Pond (0 83 Land Trust Endowment GHAD
Acres)
4663 1 01001
May 8, 2007
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I NCOR PO RATED
xu:n Rlght-of-lEntry
DistrIct officers, employees, consultants, contractors, agents, and representatives shall have the
nght to enter upon all lands wlthm the Dlstnct boundary, as shown on Exhibit B, for the purpose
of performmg the activities descnbed m the Fallon Village Plan of Control Such activIties
mclude, but are not lImIted to (l) the mspectIOn, mamtenance dnd mOllltonng of site
improvements mcludmg sedimentatIOn basms, mamtenance roads, deflection walls, dramage
ditches, storm drams, outfalls and plpelmes, (2) the momtorIng, mamtenance and repair of
slopes, mcludmg repaIred or partially repaIred landshdes, and (3) the management of eroSIOn and
geologic hat:ards wlthm the open space areas shown on ExhibIt A Should the Dlstnct need to
access pnvate reSidential lots to fulfill ItS duties under the Plan of Control, the DIstrIct shall
proVide the affected landowncr and/or reSident With 72 hours advanced notice, unless m the
reasonable Judgment of the Dlstnct, an emergency Situation eXists which makes immediate
access necessary to protect the pubhc health and safety, m which case no advanced notice IS
reqUired, but the Distnct shall mform the landowner and/or reSident as soon as reasonably
pOSSIble
The foregomg nght-of-entry shaH be recorded III the cham of tItle for all reSIdential parcels and
common area lots, and lt shall be mcluded In all Covenants, Conditions and Restnctlon.'>
(CC&Rs) and homebuyer dIsclosure statements prepared for parcels wlthm the DistrIct
boundary
4663 I 01001
May 8, 2007
Latest ReVISion October 4,2007
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INCORPORA TED
REFERENCES
CalIfornm State of, DivIsIOn of Mmes and Geology (CDMG), 1982, Earthquake Fault Hazard
Zones Map, Livermore Quadrangle (prevlOusly named SpecIal Studies Zones Map)
Crane, R, 1996, Geologic Map of the Livermore 7 5-Mmute Quadrangle
Dibblee, T W, Jr, 1980, Prehmmary Geologic Map of the Livermore Quadrangle, Alameda and
Contra Costa CountIes, Callfornm, Opcn File Report 80-533
Dublm, City of, Resolution 05-61 mcludmg CondItIons of Approval for Tract 7586,
APNs 985-0028-002 and 905-0002-003, DublIn, CahfornIa
Dublm, City of, Development Agreement between the City of Dublm and Dublm RE Investors,
L L C for the Fallon Village ProJect, dated February 1,2006
ENGEO Inc , Response to ReView Comments, Fallon V dlage, Dublin, California, May 31, 2006,
ProJect No 4663 1 01001
ENGCO Inc, Phase 1 - Corrective Gradmg Plans, fallon Village, DublIn, California,
March 14,2006, ProJect No 4663 1 00901
ENGEO Inc , Prehmmary Geotechmcal ExploratIOn, East Dublm Properties, DublIn, CalIfornIa,
February 23, 2003 and revIsed December 17,2004, ProJect No 4663 1 00401
ENGEO Inc, Geotechmcal CorrectIve Gradmg Plan, Fallon Village, DublIn, CahfornIa,
May 2006, ProJect No 4663 1 00901
ENGEO Inc, ReView ofPrelimmary Gradmg Plans, Edst Dublm PropertIes, Tract 7586, Dublm,
Cahforma, dated February 8, 2005, Project No 4663 1 00401
Graymer, R W, Jones, D L and Brabb, E E, 1994, Prelmunary GeologiC Map Ernphasizmg
Bedrock Formations m Alameda County, CalIforma OFR 96-252
MacKay and Somps, Tentative Map, [all on VIllage, DublIn, Cahforma, December 5, 2005
MacKay and Somps, Phase 1 Bulk Gradmg Plan, Tract 7586 - Fallon Village, Dublm, California,
Project No 19319-1 June 2006
Nilsen, T H, 1975, Prehmmary Photomterpretatlon Map of Landslide and Other Surficm1 Deposits
of the LIvermore 7W Quadrangle, Contra Costa County, Callforma, USGS 75-277-26
4663 I 01001
May 8, 2007
Latest ReVISion October 4,2007
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Exhibit A
ExhIbit B
FIgure 1
/ Figure 2
"
Figure 3
)
APPENDIX A
,
ExhIbIts and FIgures
) ,
<-
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fElNlGEO
INCOR PO RATED
r' ~
"
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Open Space and Improvements Ownership/Mamtenance Plan
-<-
'.,
I'
DistrIct Boundary~Map
) ~
DistrIct Boundary BescnptlOll
Geotechmcal Corre~tIve Gradmg Plan
,
Ge~loglc Map-'
, "
"
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4663 I 01001
May 8, 20Q7
)Latest ReV,ISIOll October 4, 2007
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T2S:R1E
M DIB M
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22 : 23
---1---
21 : 26
ACACIA PARTNERS :
SERIES No 2005-037868 ___~J
APN 985-0028-001 POB
n ---nL:A~:::~-mnn m:;J NB~~~~;;g16;: 76 : _mn~~ :~:~E-: -~;---- f----
PM 8327 ~"')~ I SECTIONS 26 & 27 :
BK 298 PM P 14-17 '),.100" PARCEL D :~d :
rl> t..lO...:V ~ 0 MUEHLHAUsER :
D S R S D :0 ... <.0 0 SERIES No 2002-0974 i30 I
~ PM 9208 ..~N,~ APN 905-0003-012 I
, / BK292 M PG16-17 _ :
PARCEL 8 313 91* AC ..,. I
No LLA 07 -01 Q co D oNaTE BEARINGS AND DISTANCES WITH :
sERIEs No 1\1,_ PARCEL A ~:z"" ~O AN ASTERISK(.) FOR THE NW 1/4 OF :
,2007-200946 ~ No l.LA 07-01 SECTION 35 WERE TAKEN FROM :
~-\./-----~'I '" \ SERIES No 2007-200946 RECORD OF SURVEY NO 16750 I
I II r-........ 14 66:!:: AC: i
DUB L I N i (r \PA:E0 ?:1 ~__~i-L2a221.D~ :
RAN CHi "\::: ,I"~ .. ~ POD GHAD PARCEL 2--1--n-
\ ~ ~ / GHAD PARCEL 1 t DUBLIN INVESTORS, LLC D
) ~ 1 1 '" J:'" SERIES No 2003-108250 .. ~ ~
/ ~ l.LJ 1 _( I 01 "" ROS NO 1675 ~~ <0 ~
/ ...~ ;-.,Vlj /...... I L-, ~ I ~ BK25 R 0 S PG31-32 ~~ ~ 8 g
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\'/1 \ \ w w 15954:!:: AC wI ~ 0 g
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-....-... fiRST AMERICAN TITLE I CROAK
~ GUARANTEE CO : SERIES No 79-229935
~... SERIES No 1993-338140: APN 905-0002-002
I ~ A PN 985 -002 7 -00 6 : A PN 905-0002 -002 -0 1
I ~~ I APN 985-0027-007 I
I \~ I I I
\ I I I
\ II /'-- GHAD PARCELS 3 & 4 I LEGEND
"... /~ SEE PAGE 3 ~ =......=
500' 1000' 2000' ~~ nn_n_n_
I r, POB
NOTE BEARINGS AND DISTANCES
WITHOUT AN ASTERISK(,) WERE TAKEN
FROM RECORD OF SURVEY NO 1005
ACAcIA PARTNERS
SERIES No 2005-037368
APN 905-0003-014-03
GHAD PARCEL 5
SEE PAGE 4
o
r
BOUNDARY LINE
EXISTING LOT LINE
POINT OF BEGINNING
PAGE 1 OF 4
[ffiB@~V ~ ~@rnID~~
Jmill[lBH'Jr ~ A ~
lLlIW'lrS OF rAJlWN VJI1lIAG! GlillAD
SEE EXHIBIT B FOR DESCRIPTION
CllY OF DUBLIN
7- '3-2007
CIVIL ENGINEERINGoLANO PLANNINGoLANO SURVEYING
Pleosonlon CA (925) - 225-0690
DRAWN DATE SCAlE JOB NO
COUNTY OF ALAYEDA CALIFORNIA MW 07-13-07 1 ~1000 19149-10
130830 mwehber P \19149\legols\GHAD-legols-overoll\PLATl:XHIBITdwg
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pARCEL B --" ------------., N52"39 14 W .3969
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SEE EXHIBIT B FOR DESCTIPTlON
CITY OF DUBLIN COUNlY OF ALAMEDA CALIFORNIA
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SEE EXHIBIT B FOR DESCRIPTION
CITY OF DUBLIN COUNTY OF ALAMEDA CALIFORNIA
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PARCEL MAP 9208
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FIRST AMERICAN TITLE
GUARANTY COMPANY
APN 985-0027-007
DOCO 1998-388140
(JORDAN RANCH)
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DRAWN DATE SCAlL JOB NO
"'HW 7-13-07 1 =50 19149-10
l-IJ-2001 14 16 02 m",,;,ber P. \ 19149 \~.t!ib Is\19149-IO-CXHIBlrs\JorrJan Awr -~xhibIIS\fXHI8Ir -f -r..sIAmINICOfI-la-Orr OF DUNUN r;t"9
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19149 10
7113/Z007
MW
Page i of6
JEXIDBIT ]B
]BOUNDARY OF THE DJIS'fRJICT AREA
(lPROPlER'fY DESCmp1['ION)
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 COM:M:ON 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 MUEfll.HAUSER TRUST SERlES No 2002 097480
ALAMEDA COUNTY RECORDS SOUTH 00048'41" WEST 2 642 65 FEET, TO THE CO:MlvfON
SECTION CORNER OF SECTIONS 26 27 34 AND 35
THENCE ALONG THE COMM:ON SECTION LINE OF SECTIONS 34 AND 35 SAID SECfION LINE
BEING ALSO THE WESTERLY LINE OF DUBLIN fNVESTORS LLC SERIES No 2003 108250,
ALAMEDA COUNTY RECORDS SOUTH 0004428 WEST 2 635 93 FEET TO TIlE 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
AMERICAN TITLE GUARANTEE CO, SERIES No 1998388140 ALAMEDA COUNTY RECORDS,
NORTII 89051'52" WEST 2,65100 FEET
THENCE LEAVING SAID EAST WEST QUARTER SECTION LINE ALONG THE WESTERLY LINES
OF PARCEL 'A OF SAID PARCEL MAP 9208 TIlE FOLLOWING SIX (6) COURSES
1) NORTH 33045'20' WEST 12891 FEET
2) NORTH 22056'58" WEST 8313 FEET
3) NORTII 10041'42' WEST 6176 FEET
4) NORTII 03058 13 WEST 101 75 FEET,
5) NORTH 03049'18" EAST 15900 FEET
6) NORTH 30035'37" WEST 3348 FEET
/
THENCE LEAVING SAID WESTERLY LINE OF PARCEL A ALONG THE WESTERLY LINE OF
PARCEL A PER No LLA 0701 SERIES No 2007-200946 ALAMEDA COUNTY RECORDS THE
FOLLOWING THIRTY NINE (39) COURSES
I) SOUTH 6604050 WEST 9239 FEET TO A NON-TANGENT CURVE,
2) THENCE ALONG SAID NON TANGENT CURVE TO THE LEFT, FROM WHICH THE RADIUS
porm BEARS SOUTH 66040'50' WEST HA VINO A RAmUS OF 1 10000 FEET TIIROUOH A
CENTRAL ANGLE OF 05019'52", FORAN ARC DISTANCE OF 10235 FEET
P \1 9149\lcgals\GHAD legals-averall\LEGAL-OVERALL dac
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Page 20f6
3) NORTH 2803903 WEST 58 57 FEET TO A POINT OF CURVATURE,
4) THENCE ALONG A TANGENT CURVE TO THE RIGHT HA VlNG A RADIUS OF 8000 FEET
TIffiOUGH A CENfRAL ANGLE OF 11047'55" FOR AN ARC DISTANCE OF 1647 FEET TO A
POINT OF REVERSE CURVATURE
5) THENCE ALONG SAID REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 15000 FEET,
THROUGH A CENTRAL ANGLE OF 54001'09" FOR AN ARC DISTANCE OF 14142 FEET,
6) NORTH 70052 17' WEST 6 55 FEET TO A POINT OF CURV A TORE
7) THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 12000 FEET,
THROUGH A CENTRAL ANGLE OF 19007'43" FOR AN ARC DISTANCE OF 40 06 FEET,
8) NORTII 90000'00" WEST 189 85 FEET TO A NON-TANGENT CURVE
9) THENCE ALONG SAID NON TANGENT CURVE TO THE LEFT FROM WHICH THE RADIUS
POINT BEARS SOUTH 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 ]95 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 4200 FEET,
THROUGH A CENTRAL ANGLE OF 59"26'40" FOR AN ARC DISTANCE OF 43 58 FEET
14) SOUTH 70051'23" EAST 4905 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 5805228 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) NORTII 12041'35" WEST 3086 FEET
23) NORTH 00044'30' WEST 12097 FEET
24) NORTH 17041'12' WEST 147 19 FEET
25) NORTH 0001922 WEST 10646 FEET
26) NORTH 17050'10" EAST 6419 FEET
P \19 I 49lJegals\GH AD legals overnll\LEGAL OVERALL doc
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Page 30f6
27) NORTH 02"1830 EAST 81 36 FEET
28) NORTH 16"41'10" EAST 5140 FEET
29) NORTH 37"18'42" EAST 6535 FEET
30) NORTH 21 "23 '28" EAST 200 71 FEET
31) NORTH 71"06'39" WEST 99 04 FEET
32) NORTIf 50"42'2]" WEST 4807 FEET
33) NORTH 21"32'10" WEST 8840 FEET
34) NORTII 14"2513" WEST 134 28 FEET
35) NORTII }o"57'46" WEST 96 03 FEET
36) NORTH 00"]9'24" EAST 14060 FEET TO A POINT OF CURVATURE
37) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 29102 FEET
THROUGH A CENTRAL ANGLE OF 49"58'40' FOR AN ARC DISTANCE OF 253 85 FEET
38) NORTH 71 "20 52" EAST 82 06 FEET
39) SOUTH 52"39'14" EAST 3969 FEET TO TIIE WESTERLY LINE OF PARCEL D OF SAID
PARCEL MAP 9108,
TIIENCE ALONG SAID WESTERLY LINE OF PARCEL D TIlE FOLLOWING TWO (2) COURSES
1) NORTH 48"4628 I EAST 1 739 56 FEET,
2) NORTH 00"09'11 WEST 23596 FEET TO A POINT ON THE QUARTER SECTION LINE OF
SECTION 27 SAlD SECTION LINE BEING ALSO THE SOUTHERLY LINE OF ACACIA
PARTNERS, SERIES No 20050]7868 ALAMEDA COUNTY RECORDS AND THE
NORTIlERL Y LINE OF SAID PARCEL D ,
TIIENCE ALONG SAID QUARTER SECTION LINE SOUTH 89"40'26" EAST I 485 76 FEET TO THE
POINT OF BEGINNING
CONTAINING 328 57 ACRES MORE OR LESS
PARCEL 2
BEGINNlNG AT THE COMMON CORNER OF SECTIONS 26 27 34 AND 35 THENCE ALONG THE
SECTION LfNE OF SECTIONS 26 AND 35, SAlD SECTION LINE ALSO BEING THE SOUTHERLY
LINE OF THE MUEHL HAUSER TRUST RECORDED IN SERIES No 2002097480 ALAMEDA
COUNTY RECORDS SOUTH 88"4328 EAST 264061 FEET TO THE NORTH QUARTER CORNER
OF SECTION 35
THENCE ALONG THE NORTH SOUTH QUARTER SECTION LINE OF SECTION 35 SAlD
QUARTER SECTION LINE BEING ALSO THE WESTERLY LINE OF ACACIA PARTNERS
RECORDED IN SERIES No 2005 037867 ALAMEDA COUNTY RECORDS SOUTH 00"5527 WEST
2636 26 FEET TO THE CENTER QUARTER CORNER OF SECTION 35
P \19 I 49\1.gals\GHAD legals overall\LEGAL OVERALL doe
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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 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
1617 ALAMEDA COUNTY RECORDS NORTH 0004409 EAST 263621 FEET TO TIfE POrNr OF
BEGINNING
BEARINGS DlSTANCES AND AREA CALCULATION ARE BASED ON RECORD OF SURVEY No
1675 BOOK 25 RECORD OF SURVEYS PAGES 3132 ALAMEDA COUNTY RECORDS
CONT AINlNG 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 eN 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
l) NORTH 60015 10 EAST 31 43 FEET
2) ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 46600 FEET THROUGH
A CENTRAL ANGLE OF 09005 56 FOR AN ARC DISTANCE OF 74 00 FEET TO THE
CENTERLINE OFOLD 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 WIDCH THE RADIUS POINT BEARS SOUTH
80"0945 EAST TIlROUGH A CENTRAL ANGLE OF 03"3034 FOR AN ARC DISTANCE
OF 4904 FEET
4) THENCE SOUTH 06019 16 WEST 73 27 FEET TO THE lPonNT 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 SHO\VN ON TRACT MAP 7281,
RECORDED IN BOOK 277 OF MAPS PAGES 82 88, ALAlvlEDA COUNTY RECORDS EXCEPTING
FROM SAID PARCEL 18 THAT PORTION CONVEYED TO THE CITY OF DUBLIN AS DESCRIBED
IN SERIES No ~ ALAMEDA COUNTY RECORDS
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Page 5 of 6
PARCEL 4 BEING MORE P ART ICULARL 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
136000 FEET FROM WHICH THE RADIUS POINT BEARS SOUTH 43011 36' WEST TI!ROUGH A
CENTRAL ANGLE OF 04006 24 FOR AN ARC DISTANCE OF 97 48 FEET TO TIlE EASTERLY
LINE OF THE PORTION CONVEYED TO THE CITY OF DUBLIN IN SERIES No _--'
ALAMEDA COUNTY RECORDS,
THENCE LEAVING SAID NO RTHE RL Y LINE AND ALONG SAID EASTERLY LINE THE
FOLLOWING FOUR (4) COURSES
I) SOUTH 60015'10" WEST 838 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 85"49 59 FOR AN ARC DISTANCE OF 4195 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 18142 FEET TO A
POINT OF COMPOUND CURVATURE,
4) ALONG SAID COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 23700 FEET
THROUGH A CENTRAL ANGLE OF 09020'51" FOR AN ARC DISTANCE OF 3867 FEET TO
THE EASTERLY LINE OF SAID PARCEL 18,
THENCE ALONG SAID EASTERL Y LINE NORTH 06019 16 EAST 18491 FEET TO THE POINT OF
BEGINNING
CONT AINlNG 10082 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 1998388140,
ALM1EDA COUNTY RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
BEGINNING AT THE NORTHWESTERLY CORNER OF SAID FIRST AMERICAN PROPERTY
THENCE ALONG THE NORTHERLY LINE OF SAID PROPERTY SmITH 89051 '52" EAST 86 66
FEET
THENCE LEAVING SAID NORTHERLY LINE AND ENTERING SAID PROPERTY SOUTH 22021 '46 t
WEST 13608 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 19976 FEET, FROM
wrnCH THE RADIUS POINT BEARS NORTH 87002'08" WEST THROUGH A CENTRAL ANGLE
OF 31011'45" FOR AN ARC DISTANCE OF 10876 FEET
2) NORTH 28013 53 WEST 24 09 FEET TO THE POINT OF BEGIlNNING
P \191 49\1egal s\GH AD legals-overalllLEGAL-OVERALL doc
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Page 60f6
CONTAINING 4,582 SQUARE FEET, MORE OR LESS
SEE EXHIBIT A FOR. DISTRICT BOUNDARY MAP
END OF DESCRIPTION
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CI\IIL ENGINEERINGo LAND PlANNING 0 LAND SURVEYING
5 \ 42 Franldln Olive Suite B f'leasanlon CA 94588 3355
(925) 225 0690
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GEOUXiLC MAP
I'II.1..Wt>1Vc:..t.AGEGlllD
DtJIlLIN,CAI,1R:ftN[A
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ORICINAL FICURE PRINTED IN COLC
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PROJEcrNO.: 4663.1.010.01
DATE: OCTOBER 2007
DRAWN BY: PC ICllllCKlIDBY: EH
OPEN SPACE AND IMPROVEMENTS
OWNERSHIP / MAINTENANCE PLAt"\[
FALLON VILLAGE GHAD
DUBLIN, CALIFORNIA
ENGEO
INCORPORATEO
EXC~l.lINT SEll'IIlCI; SlNCE 1971
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350
METERS
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fiGURE NO.
FEET 700
BASE MAP SOURCE: MACKA Y & SOMPS
A
N
.. LANDS TO BE OWNED BY GEOLOGIC HAZARDS ABATEMENT DISTRICT, AND MAINTAINED BY A LAND TRUST.
(0.83% AC.) CULVERT FOR CORRIDOR CROSSING WILL BE OWNED AND MAINTAINED BY THE CITY OF DUBUN.
(22B.8J:AC.) 1'-'-=111 LANDS AND IMPROVEMENTS TO BE OWNED AND MAINTAINED BY A GEOlOGIC HAZARDS ABATEMENT DISTRICT.
LANDS TO BE OWNED BY BRADDOCK AND LOGAN AND LANDSlIMPROVEMENTS MAINTAINED BY GEOLOGIC
(O.16t- AC.) L:=J HAZARDS ABATEMENT DISTRICT AND DEDICATED TO THE CITY IN THE FlTTURE FOR CITY OWNERSHIP AND
MAINTENANCE. FOR PUBLIC ROADS.
LAND AND IMPROVEMENTS TO BE OWNED AND MAINTAINED BY DUBliN UNIFIED SCHOOL DISTRICT (DUSO).
LANDS AND IMPROVEMENTS TO BE OWNED AND MAINTAINED BY MASTER HOMEOWNERS ASSOCIATION, WITH
EXCEPTION OF PUBliC UTlLmES.
LANDS AND IMPROVEMENTS TO BE OWNED AND MAINTAINED BY THE CITY OF DUBLIN.
-
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LANDS OWNED BYTHE TRACT 7142 HOME OWNERS ASSOCIATION AND TO BE MAINTAINED BY THE FALLON
VILlAGE MASTER HOME OWNERS ASSOCIATION.
LANDS AND IMPROVEMENTS TO BE OWNED BY CITY OF DUBUN WITH MASTER HOMEOWNERS ASSOCIATION
MAINTAINING PARtMAY STRIP LANDSCAPING AND lREE PLANTING AND HOMEOWNER OR MASTER
HOMEOWNERS ASSOCIATION MAINTAINING SIDEWALK.
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LEGEND:
PARCE L "'1:' PARCEL NAMES IN QUOTES CORRESPOND TO TENTATIVE MAP 7586 PARCEL NAMES.
PARCEL X PARCEL NAMES WITHOUT QUOTES CORRESPOND TO FINAL MAP PARCELS (PER FM 7853,7854, AND 7855).
-, -, - FIRE I OPEN SPACE FENCING TO BE MAINTAINED BY GEOLOGIC HAZARDS ABATEMENr DISTRICT.
PARCEL . D"
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COPYRlGHT C 2007 BY .NaEO INCORPORATED. TH'S DOCU~ENT ~AY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN CONSENT DF ENCED INCORPORATED.
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APPENDiX B
I I
OperatIbn and MaIntenance Manual for BloretentIOn FacIlItIes,
J I
Tract 7586 at Fallon Village, Alameda County, CalIfornia,
,
_ ProJect No 4663 1 00604, ENGEO Incorporated,
dated December 5, 2006 and RevIsed February 8, 2007
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4663 1 01001
May 8, 2007
Latest RevisIOn October 4,2007
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5S-PQ
OPERATIONS AND MAINTENANCE MANUAL
FOR BlORETENTION FACILITIES
TRACT 7586 AT FALLON V1LJLAGE
ALAMEDA COUNTY, CALIFORNIA
PREPARED FOR
BRADDOCK & LOGAN SERVICES, [NC
DANVlLLE, CALIFORNIA
PREPARED BY
ENGEOINCORPORATED
PROJECT NO 4663 1 006 04
DECEMBER 5, 2006
REVISED FEBRUARY 8, 2007
COPYRIGHT iO 2007 BY ENGEO rNCORPORA Tl:O THIS OOCUMEN r
MA Y NOT BE RLPRODUCED IN WHOLE OR IN PART BY ANY MEANS
WHATSOEVER NOR MA Y J r BE QUOTED OR EXCERPYED WITHOUT
THE EXPRESS WRITTI:,N CONSENT OF ENGEO INCORPORA TED
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OPlERATITONS ANJI) MAlfNTlENANClE MANUAL
FOR lBlfOlRlETlENTlfON JF AClfLlfTlilES
TRACT 7536 AT FALLON VlfLLAGlE
AlLAMJElD>A COUNTY
CAlLlIFORNILA
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LE~EO
INCORPORA TED
TABLE OF CONTENTS
Page
1 0 INTRODUCTION 1
1 I General Policy and Goals 1
20 FACILITY DESCRIPTIONS 3
2 1 B I oretentlon F ac I [It I es 3
30 FACILITY OPERATIONS AND MAJlNTENANCE 4
3 I Landscape MamtenancefPlant Replacement 6
32 Debris Control 7
33 Dramage and Filter MedIUm Momtormg and Mamtenance 7
34 Access Road MOllltormg 10
40 MONITORING AND MAJIN'fENANClE SCHEDULE 11
BIORETENTION FACILITY MONITORING REPORT FORM
REFERENCES
FIGURES
IMPROVEMENT PLANS FOR BIORETENTION CELLS
4663 1 00604
December 5,2006
ReVIsed February 8,2007
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1 0 INTRODUCTION
As part of State reqUirements for obtaining a Clean Water Act SectIOn 401 Water Quality
CertificatIOn and addressmg Alameda County reqUirements for meetmg the NPDES MUnicipal
Stormwater Permit, several blOretentlon faclhtles 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 descnbe a mamtenance
program that should proVide for optimum functIOn of the 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 Quahty Control Board (RWQCB), dated
August 7, 2006 It IS antiCipated that the faCilities Will not reqUire extensive mamtenance,
however, routine momtormg and minor maintenance IS necessary smce the faclhtles are part of
the ProJect' 5 stonn dram system
1 I General Polley and Goals
ThiS draft OperatIOns and Mamtenance Manual (OMM) IS based on the reqUirements of both the
County National PollutIon Discharge ElImmatlon System (NPDES) permit, and the R WQCB
Water Quahty CertificatIon ConditIOn No 9
The subJect water quality faCilitIes should be mamtalned WIth a focus on provldmg the services
needed to accomplish dram age and water quality goals, performance standards and pnontles as
outlmed In thiS document and m the project Stormwater Management Plan (ENGEO,
February 23,2006) The objectives of this OMM are mtended to support NPDES elements and
long-term best management practices (BMPs), as well as Project CondItions of Approval by
mamtammg safe, effective and hlgh-quahty water treatment facilities
4663 1 00604
December 5,2006
Revised February 8,2007
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The goals for mamtenance and mOnItormg of water quality treatment faCIlities at the Project are
o Mamtam the blOretentlOn facilities as all-season water quality faCilities
o Preserve the structural mtegnty and mtended capacity of these facilities
o Momtor these facihtles for public safety and proper functlomng
o Prepare mamtenance and mOnltormg reports for these faclhtles
o ProVIde for any repair work associated With mamtenance of these faCilities
ThiS OMM proVides a structured momtormg and mamtenance program mcludmg a plan
regardmg the frequency of mOnItormg, mamtenance tnggers and corrective measures Dramage
faclhty maintenance IS an mtegral 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 mtentlOns of both the
resource and pubhc agencies
4663 I 006 04
December 5, 2006
ReVised February 8, 2007
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20 FACILITY DESCRIPTIONS
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2 I B]oretentlon FacilitIes
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Th]s Project ]S located m Alameda County (Figure I), and Includes four water quahty features
labeled BlOretentlOn Cell No I through BlOretentlOn Cell No 4 as shown on Figure 2 (also see
Improvement Plans) The blOretentlOn facilities reqUire periodIc momtonng and mamtenance to
keep the outlet and mlet structures free of blockage, to remove litter and debriS, to ensure proper
filtermg and dramage, and to mamtam the faClhtles for aesthetics FacIlity mamtenance should
mclude vegetatIOn prunmg, mlet and outlet cleanmg and observatIOn of the structural
components for structural mtegnty The facillt]es are designed to remam free drammg If
standmg water IS found for an extended penod of time (defined as greater than two hours) withm
any of the facilitIes dunng any momtormg event, the faclhty and/or plpmg leavmg the facility
may not be functlonmg properly In thIs case, mamtenance may be reqUired so that the facIlity m
question remams self-drammg wlthm the time frame noted
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The bloretent]on facilities have been desIgned for water quailty purposes only These facilities
are not mtended to be used as a park, playground, recreatIOnal area or parkmg area The
blOretentlOn cells should not be walked or driven on, except when necessary for mamtenance
reasons Because the facilities are designed to pond water a depth of SIX mches, access should
also be restricted due to safety reasons SIgns and/or fencmg at the penmeter of the bloretentlon
facilities should be mstalled to prohibit homeowners and/or pedestnans from walkmg on the
blOretentlon facli]t]es For example, a sign may read "ThiS blOretentlOn area has been
constructed for water quality purposes For your safety and for the protection of water quality III
thIs neighborhood, please stay out of this area"
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December 5, 2006
Revised February 8, 2007
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INCORPORATED
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 stormwater
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
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2 Plant Reolacement ~ All plant replacement matenals should be able to tolerate saturated soil
condItions for the length oftlme antlclpated m the design stonn event (one hour), as well as
other anticipated runoff constituents The bloretentlOn facIlities should be planted with
vegetation havmg low water, fertilizer and pesticIde reqUirements Please refer to the
plantmg palette listed on the Plantmg Plans for recommended plant types
3 Debns Control - Litter and debns blockmg the bloretentlOn cell filter media could contnbute
to floodmg and should be removed Regular debns removal should be undertaken ThiS
mcludes removal of woody vegetatIOn blockmg the flow path, removal of debns blockmg
fac I IIty outlets and 10 lets and removal 0 f general litter from all fac I It ties
4 Dramag-e MOnltonng - Because the blOretentlOn cells are deSigned as filters, It IS Important
that the facllltles are drammg at appropnate rates, and are not expenencmg over-saturatIOn or
excesSive pondmg Dramage mOnltonng should be used to record long-tenn changes 10 the
system and highlight any needed mamtenance to either surface or subdramage, mcludmg the
nser pipes
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5 Filter MedIUm Momtonng - Replacement of the sand or other media wlthm blOretentlOn cells
should not be necessary as part of mamtenance actIvitIes unless eVIdence of excessive
saturatlon or pondmg IS noted durmg repeated momtormg and the mtegnty of the dIscharge
plpmg 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
pestlcldelherblclde accumulatIOn The ongmal percentage of natlve soli m the sandy
medIUm (speCified on the Improvement Plans) should be repeated m any new medIUm placed
10 the faCIlities unless speclficall) approved by ENGEO
6 Access Road MOOltormg - Access roads should be momtored and mamtamed In a condition
SUitable for access vehIcle travel Mamtenance should mclude reapphcatJon of gravel or
other surfacmg as necessary to prOVide access for serVice vehIcles
As currently planned, the above mamtenance will be undertaken by the project GeologIC Hazard
Abatement DistrICt (GHAD) The GHAD wlil mamtam and manage the bloretentlon faclhtles'
water quahty and dramage aspects and related dramage faclhtles as soon as construction has
been completed The GHAD Will prOVide landscape contractmg, mamtenance and litter control
wlthm common areas, mcludmg the bloretentlOn faCIlities
4663 I 006 04
December 5, 2006
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3 1 Landscape MamtenancelPlant Replacement
VegetatIOn should be planted and allowed to become established In the facIlitIes, however, any
planting should be Irrigated by low-flow dnp 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 prumng, lrght
feeding, dnp Irrigation maintenance and annual mulch replacement
A 2-mch veneer of orgamc plantmg medIUm such as mulch should be reapphed annually The
consIstency of thIS medIUm should not be altered from that mdlcated on the Improvement Plans
during landscape mamtenance unless speCIfically reviewed and accepted by the Soli Engmeer
The mulch layer IS Important to the blOretentlOn facilItIes and serves an Important functIOn for
metals and bactena removal The new layer of mulch can be apphed over the older layer from
the prevIOus year
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As stated prevIOusly, the use of pesticides and herbiCides should not be used excessIvely wlthm
the blOretentlon facihlles as the chemicals would add slgmficantly to the pollutant load treated m
the facilities and mIght cause adverse changes m the biotic miX necessary for proper faCIlities
function
Stones and hardscape used In landscapmg must not be contmuous over the surface of the
blOretentlon faCilities, but can be Incorporated mto the landscapmg plan WIth pnor approval from
ENGEO Incorporated or the Project Engmeer In no case should any portion of the blOretentlOn
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 bearmg capacity
4663 1 006 04
December 5, 2006
Revised February 8, 2007
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All plant replacement materials should be able to tolerate saturated SOIl conditions for up to
approximately one hour and addItIonally should have low water, fertlhzer and pestlc]de
reqUirements A suggested plant palette ]s shown on the Planting Plans Plants can be pruned
and lightly fed, as well as serviced WIth dnp Irrigation as long as the Irrlgat]on system ]S
mamtamed m a proper working conditIOn lrngatlon systems should not be allowed to leak or
malfunction such that excess water IS allowed to enter the water quahty facilities An
observatIOn of contmuous flow m the outfall pIpes could be an mdlcatlon of IrrigatIOn system
malfunction or overwatermg and should be followed up With a system check for proper function
In summary, the mamtenance and mOnitoring procedures for landscape mamtenance and plant
replacement should mclude
o Pruning, mowmg, and light feedmg as applicable
o Checking for proper Irrigation system function
o Annual mulchmg
o Observation of stressed or dead vegetation
o Scheduling for replacement of stressed or dead vegetation
32 Debns Control
Mamtenance should Include routme removal of litter and debns ThIS removal IS anticipated as
part of a routme maintenance program and can be Incorporated mto the landscape maintenance
plan Maintenance may Include trash plck.up and removal, rakmg and removal of leaves/litter,
etc
33 Drainage and Filter MedIUm Momtorlng and Maintenance
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The faCIlitIes are deSigned With diverSIOn structures (weir boxes) so that higher flow events will
by~pass the faCIlities and remam In the project storm drain system If standing water or soggy,
4663 I 006 04
December 5, 2006
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saturated soli medIUm IS noted durmg mOnitoring, It may be an mdlcatlon of subdram or outfall
cloggmg and both the subdram and outfall should be checked for mtegrlty and proper functIOn
The blOretention mflows, Inlet and outfalls must be mamtamed m workmg condItion, free of
obstructIOn and freely draining
The bloretentlon facilities should be mOnitored for proper functIOn and public safety Of
particular Importance IS mamtammg the ability of the facIlitIes to filter stormwater wIthout
cloggmg or becommg saturated The faCilities are desIgned to filter the 85th percentile runoff
event (approximately the first 1 mch of ramfall 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 solis, paved or parked on for extended time or covered Additionally,
the blOretentlOn facilities should not be used as recreatIOnal areas, and should not be walked or
driven on except for mamtenance reasons
It IS anticipated that the rock aprons for energy diSSipation located where water enters the
blOretentJOn cells may need periodiC mamtenance and replacement If there is sediment bUildup m
thiS location The purpose of the rock aprons IS to slow the water entermg the bloretenhon cell,
and also to trap suspended sediments III the rock prior to the water flowmg onto the surface of
the blOretentlon cell Therefore, sediment bUildup IS expected on the rock apron and on the filter
fabnc beneath the rock If sediment bUildup has accumulated on the rock apron such that It
appears that the rocks are not trappmg sedlment/debns or the VOId spaces between rocks are
filled with sedlment/debns, thIS IS a tngger for replacement of the rock apron To replace the
rock apron, the filter fabriC and rock should be removed and the filter fabnc 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
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The surface of the facilities at the mflow locations must be regularly cleared of any excess clayey
sediment and leafy matenal to enable proper flow charactenshcs If sediment, leafy matenal or
other debns IS accumulatmg such that it has created a continuous cover over any portIOn of the
bioretentlOn cell, this should tngger the need to remove the bUildup FaIlure to do so can create
the potential for inefficient functIOning
The surface dramage and filter medIUm functIOn should be mOnitored at least three times yearly,
In May, August and November, WIth add]tlonal mOnltonng Within two working days after
slgmficant storm events (I e I Inch or more of rainfall 10 a 24-hour penod) to evaluate the
functIon of the blOretentlOn facilities A weather forecastmg webslte such as
www accuweather com can be used to track ramfall amounts Although the number of major
storm events vanes from year to year, a ram event of I mch or more In a 24-hour penod occurs
on avcrage roughly 3 5 times per year, but could be as many as twelve or more times per year
The results of the mOnltormg WIll be mc1uded In June, September and December momtonng
reports Inflow and outflow structures and subdram cleanouts should additIOnally be checked for
proper functIon and conditIOn and repaired or replaced as necessary
As stated above, filter medium functlOnmg should be observed three times yearly and
additionally after major storm events ObservatIons that may mdlcate filter medium malfunct]on
mclude but are not limited to excessive pond 109, saturation and/or plant mortality ExceSSive
pondmg or saturation should be defined as saturation or pondmg of water for more than two
consecutive hours If excess pondmg/saturatlOn IS observed, It should first be checked that the
subdram system IS functlOnmg properly The subdram should bc evaluated for proper
functlOnmg by penod]cally checkmg the outfall to note If water ]S freely drammg from the
bloretentlon cell If It IS determmed that the subdram ]S not clogged or broken, thiS would
warrant the need to replace all or a portIOn of the filter medIUm It]S expected that If
malfunctIOn of filter medIUm were to occur, It would most likely occur m the areas where water
4663 I 006 04
December 5,2006
ReVised February 8, 2007
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fENGEO
I NC ORPO RA TE D
Immediately enters the blOretentlon cell, I e In the VICllllty of the rock aprons Iffilter medIUm IS
to be replaced, ENGEO should be consulted to confinn 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 subdraln
In summary, the maintenance and momtormg procedures for the surface, subsurface and medIUm
dramage should Include
o Observmg mflow, mlet, spillway and outfall locatIOns for function
o Checkmg for soggy or saturated sOIl medIUm
o RepalTlng broken or blocked plpmg
o Replacmg the mlet rock apron filter fabnc as needed If sediment build-up IS vIsible
o Observation of the filter medIUm for any bare patches or nlls on the surface on the
blOretentlOn facilities
o Observations of the benns surroundmg the blOretentlon cells for any bare patches, nlls or
slumpmg
3 4 Access Road MOllltormg
Access roads should be checked annually to determme If the access road IS sUItable for vehicle
access to the bloretentlOn cell If needed, an apphcattOn of gravel or other surfacmg should be
applied to the access road The access road should be checked for erOSIon, nlls or other
problems that may affect the mtegnly of the access road
4663 1 006 04
December 5, 2006
ReVised February 8, 2007
10
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!EfNlGEO
INCORPORA TED
4 0 MONITORING AND MAINTENANCE SCHEDULE
The following schedule for mOnltonng and mamtenance IS recommended The schedule may be
modified as needed when condItions change m order to fulfill the overall faCility mamtenance
goals MOnltormg VISitS can be performed on the followmg schedule
ITEM SCHEDULE MAINTENANCEIREP AIR
~h'!fLliltlisr:apelM{fin~~~fi~"~~~~'t;&~~~~
Check plant height and health,
and prune plants over three feet
In height Ifneeded plant
replacement should be able to
I a Pruning and light feedmg Monthly tolerate saturated sOIls, and
should have low water
fertlllzer and pestiCide
reqUirements Please refer to
planting palette speCified on the
Imorovement Plans
] b Check for proper ImgatlOn Monthly Repair ImgatlOn system as
svstem functIOn needed
Apply 2-Inch mulch layer
I c Reapply Mulch Yearly yearly Can be applied over
orevlOUS layers
:2Web1;lsIeb1ftr1jl~~~~~~4jf~~~~f~\~T~~~&'~~~~~~
2 a RoutlOe removal of litter Monthly Remove debns/lltter as
and debflS necessary
- t': - p~ ~~< - - "".)1 ""'w ~i<$~1?:Wf""~~ ~ ""'" }""(~{"M'" . ~~:r'Jfi"':Ii'i"i:~~~l'lY-;" ~- ">>t
}3 '/lJllama1!e an(1tl[llter. !JVfealum, 'gmtor.JJJfi~q1Ja;Nfamtenance '" >I ,l. ;:..,,~\*y,;t . _ '-,< ,i$/S:~ ~
Three limes yearly (May
August and November) and
3 a Check for standing water or additIOnally within two Replace filter medIUm as
soggy, saturated SOli medium working days after stonn necessary
events wlth ramfall exceeding
1 mch In 24 hours
Three times yearly (May,
3 b Surface of faclllty at Inflow August and November) and
locatIOns should be cleared of additionally within two Remove debns as necessary
excess clayey sediment, leaves workmg days after stonn
or other debflS events with ramfall exceeding
] lOch 10 24 hours
4663 1 006 04
December 5,2006
ReVised February 8, 2007
II
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IEfMGEO
INCORPORA TED
ITEM SCHEDULE MAINTENANCEIREP AIR
3 c Check for sediment bUildup Remove filter fabnc and rock
Yearly Clean rock, replace filter fabnc
at rock apron Inlet protectIOn as needed
Three times yearly (May
3 d Check Inflow and outflow August and November) and Clean/repair as necessary
structures for cloggmg, and addItIOnally Within two Repalf any broken or blocked
check subdram cleanouts working days after stann plpmg
events With ram fall exceedmg
I Inch m 24 hours
~-~y- "'''t: -f ~-,.\\ -"'~~"&; ~,... ~~~~ %~~m<'::::"i'[~~M~'"
..4'iAccessg<Road'tMo!J.lt01;Id?i. ~Th: ~~ 1fJ.~ 1",;.... .'1~l1:f .". ,i:m:~ ..,,~"'" ~ ')'i! fwA$9 ''If * '1,j
4 a Check that access road IS Yearly Reapply gravel or other
SUItable for vehIcle access surfaCing as necessary
4663 I 00604
December 5,2006
ReVIsed February 8, 2007
12
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LEAA3EO
INCORPORA TED
BIORE 'fENTION F ACILI'fY MONITORING PROGRAM
MONITORING REPORT !FORM
Please refer to the Improvement plans Included In the prOject Operations and Maintenance Manual for
blOretentlOn cell locatIOns
ThIs momtonng report fonn IS bemg completed for
o BloretentlOn Cell #1 0 BlOretentlOn Cell #2 0 BloretentlOn Cell #3 0 BlOretentlon Cell #4
A separate momtonng fonn should be completed for each bloretentJon faclhty
Reason for IOspectlOn
o Scheduled mspectlOn (m May, August or November)
o InspectIOn after major ram event (greater than one Inch In 24 hours)
Inspector Name
Company
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Date of InspectIOn
Date of Last InspectIOn
Plant Health (check dUrin!! every inspection)
Do plants appear to be 10 generally good health?
DYes 0 No
Are plants over three feet In heIght (excludmg trees)?
DYes 0 No
Does It appear that the top layer of mulch needs to be replaced?
DYes 0 No
Descnbe CondItIOns
CorrectIve Actlons (If needed)
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4663 1 00604
December 5, 2006
Revised February 8, 2007
I
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!EfMGEO
INCORPORA TED
I
Irn!!atlOn System FunctIonm!! (check durm!! every inspection)
I
Does ITTlgatton system appear to be functIOning properly?
DYes 0 No
Describe ConditIOns
I
~
CorrectJ ve Actions (If needed)
I
I
Dralna!!e and Filter MedIUm Momtorm!! (check In Mav. AU2ust and November. and addltlOnallv
after laree storm events)
Is stand 109 water Or soggy saturated s01l present 10 the bloretentlOn cell?
DYes 0 No
I
Is there a bUild-up of excess clayey sediment, leaves or other debns at the
surface of faclhty at mflow locatIOns?
DYes 0 No
~
Is there a sediment blllld-up at the locatIOns ohock apron mlet protectIOn?
DYes 0 No
Are any of the mflow or outflow structures clogged With sedlmentJdebns?
DYes 0 No
~
Is water drammg freely from the subdram system?
DYes 0 No
I
DescrI be ConditIOns
~
Correctl ve Act! ons (I f needed)
I
~
Access Road Momtonne (check once per year)
~
Is access road IS sllltable for vehicle access?
DYes 0 No
I
4663 I 006 04
December 5, 2006
ReVised rebruary 8, 2007
2
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'12.61) q 4-"
IENGEO
INCORPORA TED
Describe Conditions
Corrective Actions (I f needed)
Other (check dUrin!! every mspechon)
Is litter/garbage present within the blOretentlon cells?
Descnbe Condlhons
DYes 0 No
Corrective ActIOns (If needed)
4663 1 00604
December 5, 2006
Revised February 8, 2007
3
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IEINJGEO
INCORPORA TED
SELECTED REFERENCES
Bedient, Philip and Huber, Wayne, Hydrology and Floodplam 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, Stormwater C 3 GUIdebook, ThIrd Edition, dated
October 2006
4 ENGEO Jnc , Stormwater Quality and Hydrograph Management Plan, Tract 7586 at Fallon
V illage, A lameda, Call fom la, February 23, 2006, ProJ ect No 4663 I 006 0 I
4663 I 00604
December 5, 2006
Revised February 8, 2007
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4663 1 006 04
December 5, 2006
RevIsed february 8, 2007
LIST OF F][GURES
Figure 1
Figure 2
Figure 3
Site VICinity Map
SIte Plan
TYPlcal BlOretentlon Cell Detail
14-~ cr Lf
!E~EG
INCORPORA TED
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PROPERTY BOUNDARY
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ENGEO
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TITLE
(JORDAN PARCEL)
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VICINITY MAP
FALLON VILLAGE O&M MANUAL FOR BIORETENTION
DUBLIN, CALIFORNIA
FIGURE NO
PROJECTNO.: 4663.1.006.04
DATE: OCTOBER 2006
DRAWN BY, DLB CHECKED BY' JB
1
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ORIGIN~L ,IGURE: PR I NTE:D I N COW.
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EXPLANATION
APPROXIMATE LOCATION OF PROPOSED OPEN SPACE S1DRM DRAIN TO CREEK
FALLON VILLAGE PROJECf BOUNDARY
-
WATERSHED BOUNDARY (MACKAY AND SOMPS, DECEMBER 2003)
APPROXIMATE BIORETENTION CELL LOCATION
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ENGEO
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NO SCALE
FIGURE NO
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PROJECT NO,: 4663.1.006.04
DATE: OCTOBER 2006
DRAWN BY: KA CHECKED BY: JB
ORIGI""-l FIGURE PRINTED IN COLOR
SITE PLAN
FALLON VILLAGE O&M MANUAL FOR BIORETENTION
DUBLIN, CALIFORNIA
2
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4663 1 00604
December 5,2006
Revised February 8, 2007
IMPROVEMlENT PLANS FOR
BIORETENTJlON CELLS
NO I-NO 4
\~onCfLf
fEfMGEG- -
INCORPORA TED
0N;u: Qf3T;l'1\\"JN'I'~ 3"o:M'ii fWdlb1 M[lII:XIl:l iJJSl:)lInfj./ll'S 3'D ~ NlJrw:Il- N'I'S
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4663 I 01001
May 8, 2007
Latest RevlSlon October 4, 2007
APPENDIX C ~
Fallon Village SIte Geology
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fEfA!JGEO
INCORPORATED
Site Geology
The geologic umts mapped on the site mclude bedrock and surfiCial deposits consistmg of
artIficIal fill, allUVIUm, colluvIUm and landslIdes that are descnbed below The geologic umts
descrIbed below are adapted from reports completed by ENGEO Incorporated for the Site
GeologiC Umts
ArtifiCIal Fdl ArtifiCial fill encountered on the Site IS assocIated WIth some of the roadways and
other areas m the proJect mcludmg a quarry area The fill matenals were descnbed as a mixture of
clay and rock fragments
Surficial Sods The surface of the Site IS typically mantled With 3 to 4 feet of dark gray-brown clay
derIved from weathenng of the underlymg parent matenal consIstmg of weak bedrock or allUVIUm
The gradatIOnal contact at the base of the deSiccated surficIal soIl layer typIcally exhIbited a zone of
dlscontmuous slIckensided shear planes that we mterpret to be the result of seasonal shnnkmg and
swelhng of the clay SOli The above-descnbed features are typical of highly expansive clay sods
PlastICity Index (PI) from 30 to 51 were reported from samples of the surfiCIal soIl, mdtcatmg that
the surface SOlIs should be conSidered very highly plastIC and cntIcally expanSive
CollUVIUm Mantlmg the bedrock and fillmg swales of the Site are collUVial depOSIts These
sediments are denved from weatherIng of the underlymg bedrock and conSist mostly of a SIlty
clay matrIX With sand and rock fragments In general, the deposits of collUVIUm III site swales
should be expected to range from 5 to 25 feet thick Laboratory testmg mdlcates that the collUVIUm
IS overconsohdatcd and moderately compressible
4663 1 01001
May 8, 2007
Latest ReVISIon October 4, 2007
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fEfMGEO
INCORPO RA TED
Where colluvIUm is located on slopmg ground, it may be charactenstrcally unstable Withm
swales, the colluvlal dCpOSltS tend to be relatIvely thicker and may be subject to flow or slIp
downslope
LandslIdes LandslIde deposits consist of masses of unconsolIdated matenal and/or bedrock that
have moved downslope by slIdmg, fallmg, or flowmg LandslIdes rangmg III Size from very
small to relatively large occur along the northern edge of the Site The landslIdes mclude soIl
slips, earth flows, debns slides, areas of shallow slumps and gullymg, large predommantly
rotatIOnal slumps, and translational slIdes
AllUVIUm AlluvIUm underlies the Wider portIOns of valley floors on the subJect property AllUVial
soils m the site ViClmty typically consist of very stiff Silty clay With mmor amounts of mterbedded
gravelly clay On the southwest portion of thc property alluvIUm may be as much as 100 feet m
depth Laboratory testmg mdlcates that the SIte alluvIUm IS overconsohdated and relatively
non-compreSSI ble
Bedrock Bedrock at and north of the site was Identified dUrIng subsurface exploratIOns dUrIng
slte studies as weak clayey slltstone and claystone, With relatively mmor amounts of mterbedded
frIable sandstonc Bedrock was descnbed m the bOrIng and exploratory test pIt logs as havmg
sheanng lS mterpreted to be the result of the regIOnal foldmg of the bedrock formatIons In general,
beddmg was descrIbed as stnkmg to the north-northwest The fine-gramed rocks mcludmg
cldystone and clayey SIltstone should be consIdered hIghly to very highly plastiC and cntlcally
expansive
Groundwater
At the tlmc of subsurface work, groundwater was encountered between 14 10 40 feet below the
ground surface In the exploratory bormg where it was encountered FluctuatIOns m groundwater
4663 1 01001
May 8, 2007
Latest ReVISion October 4, 2007
2
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IENJGEO
IN CO R PORA TED
levels may occur seasonally and over a penod of years because of precIpItatIOn, changes 10
dram age patterns, lITIgation and other factors Future lITIgatIOn may cause an overall rIse 10
groundwater levcls
SeismiC Source.':>
No active faults are known to pass through the property, accordmg to published geologIc maps
(Dibblee, 1980, Crane, 1995, Graymer, et al 1994) The nearest State-of-CalIforma-zoned,
actlveD faults are the Calaveras fault located apprOXimately 5 mIles to the southwest and the
Greenvllle fault located about 6 mIles northeast of the Site
A "blmd" thrust fault has been mapped traversmg the southern portIOn of the property by
Dibblee (1980), Crane, (1995) and Graymer, et a1, (1996), at the northern edge of the Livermore
Valley ThiS mapped thrust fault is not consIdered active by the State of CalIforma or by local
geotcchmcal consultants WhIle the probabIlity of ground rupture IS conSidered low, as
descnbed In the ENGEO Geotechmcal Reports, there is a high probabilIty that the Site and any
Improvements wIll be subject to strong ground shakmg dunng the lIfettme of the proJect
o
D An active fault IS defined by the State Mlnmg and Geology Board as one that has had surface dlsp]acement wlthm
Ho]ocene time (about the last 10000 years) (Hart 1994) The State of Cahfomm has prepared maps deslgnatmg zones
for specml studies that contam these active earthquake faults
4663 1 01001
May 8, 2007
Latest ReVISion October 4,2007
3