HomeMy WebLinkAboutReso 196-07 Fallon Vil Geo Haz Abatement
RESOLUTION NO. 196 - 07
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
**********
SETTING A PUBLIC HEARING ON THE FORMATION OF THE
FALLON VILLAGE GEOLOGIC HAZARD ABATEMENT DISTRICT
WHEREAS, this Resolution is adopted pursuant to the provisions of Division 17 (Sections
26500-26654) of the Public Resources Code, entitled "Geologic Hazard Abatement Districts"; and
WHEREAS, on November 6, 2007, the City Council of the City of Dublin was presented with a
petition for the formation of the Fallon Village Geologic Hazard Abatement District ("GHAD Petition"),
including a plan of control ("Plan of Control"); and
WHEREAS, the GHAD Petition, attached hereto as Exhibit A, is substantially in the form
described in Sections 26551 and 26552 of the Public Resources Code; and
WHEREAS, the City Council reviewed the Plan of Control presented with the GHAD Petition
and has determined that the health, safety and welfare require the formation of the Fallon Village
Geologic Hazard Abatement District ("District"); and
WHEREAS, the City Council intends to schedule a public hearing ("Hearing") on the proposed
formation of the District pursuant to the requirements of Section 26557 of the Public Resources Code.
NOW, THEREFORE, BE IT RESOLVED THAT:
Section 1.
Findin2:s and Determinations
The City Council hereby finds and determines that the above recitals are true and correct and have
served as the basis, in part, for the findings and actions set forth below.
Section 2.
Public Hearin2: Scheduled
The City Council will conduct a Hearing on the proposed formation of the District on December 4,
2007, at 7:00 p.m. or as soon thereafter as the matter can be heard, in the City Council Chambers, 100
Civic Plaza, Dublin, California, 94568. At the Hearing, any objections to the proposed District shall be
presented.
Section 3.
Notice of Hearin2:
A notice of the Hearing ("Notice"), attached hereto as Exhibit B, shall be mailed to each owner of
real property to be included in the proposed District as shown on the assessment roll last equalized by
Alameda County. The Notice shall be mailed first-class, postage prepaid, in the United States mail and
postmarked not less than 20 days preceding the date of the Hearing. The Notice shall include a copy of'
the GHAD Petition and shall indicate where the Plan of Control may be reviewed or duplicated. The
Notice shall also set forth the address where objections to the proposed formation may be mailed or
otherwise delivered up to and including the time of the Hearing.
Reso No. 196-07, Adopted 11/06/07, Item 4.10
Page 1 of2
Section 4.
Objections to Formation
At any time not later than the time set for hearing objections to the proposed formation, any owner
of real property within the proposed District may make a written objection to the formation. Such
objection shaH be in writing, shall contain a description of the land by lot, tract, and map number, and
shall be signed by such owner. Objections shall be mailed or delivered as specified in the Notice. If the
person whose signature appears on such an objection is not shown on the assessment roll last equalized by
Alameda County, the written objection shall be accompanied by evidence sufficient to indicate that such
person is the owner of said property.
PASSED, APPROVED AND ADOPTED this 6th day of November, 2007, by the following
vote:
AYES: Councilmembers Hildenbrand, Oravetz, Sbranti and Scholz, and Mayor Lockhart
NOES: None
ABSENT: None
ABSTAIN: None
ATTEST:
~LfWr
Deputy City Clerk
Reso No. 196-07, Adopted 11/06/07, Item 4.10
Page 2 of2
PETITION FOR FORMATION OF THE
FALLON VILLAGE GEOLOGIC HAZARD ABATEMENT DISTRICT
PURSUANT TO DIVISIQN 17 OF THE PUBLIC RESOURCES CODE
OF THE STATE OF CALIFORNIA
TO: The City Clerk for the City of Dublin:
The undersigned owners of land within the boundaries of the territory
proposed to be included in the Fallon Village Geologic Hazard Abatement District
("District") hereby request that the City Council of the City of Dublin initiate
proceedings for formation of the District to include the territory described in
ExhibitA ("BoundaryMap") and Exhibit B.("Legal Description"), attached hereto,
pursuant to the provisions of Division 17 of the Public Resources Code sections
26500 et seq. Said owners are the owners of all the territory proposed for
inclusion in the District.
(,
(a) This petition is made pursuant to Division 17 of the Public
Resources Code with particular reference to Article 3 (commencing
with Section 26550) and Article 4 (commencing with Section
26561 ).
(b) Opposite the signature of each petitioner is an indication of the lot,
tract and map number or other legal description sufficient to identify
the signature of the petitioner as that of an owner of land within the
territory proposed to be included in the District.
(c) Opposite the signature of each petitioner is an indication of the date
on which said petitioner's signature was affixed to this petition.
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(d) The following documents are attached to this petition and are
incorporated herein by reference as if set forth in full in the petition:
i. A map of the boundaries of the territory proposed to be
included inthe District (Exhibit A);
ii. A legal description of the boundaries of the territory
proposed-to be included in the District (Exhibit B); and
Hi. A Plan of Control prepared by an engineering geologist
certified pursuant to Section 7822 of the California
Business and Professions Code, which describes in
detail georogic hazards, their location and the areas
affected thereby, and a plan for the prevention,
mitigation, abatement and control thereof (Exhibit C).
Date
ure of Petitio'ner
Description of Property
.....-
\ 0 l2 /0'/
f , i
Date
Signature of Petitioner
Description of Property
Date
Signature of Petitioner
Description of Property
Date
Signature of Petitioner
Description of Property
/
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EXHIBIT A .
BOUNDARY MAP
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22 : 23
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SERIES No. 2005-037868 --:...J
APN 985-0028-001 .. :r POE
---- - --~-P~~:::~ - - --- -- --- -;J N89~:O~~:~~~;~::_~~~~_:_~; - --- f - --:
PM 8327~,)~' . II SECTIONS 26 & 27 I
, BK.298 PM P 14-17 rY~ PARCEL 'D' ~. i
"--"'___n__" . " 'txrQ;~ ~ 1 MUEHLHAUSER :
D S R S D ~ ~ (.0 1 SERIES No, 2002-097480 1
, ..... '! ~\>\ PM 9208 N 1
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PARCEL B 313.91:f: AC. =~ :
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No. LI.A 07-01 J: rol *NOTE: BEARINGS AND DISTANCES WITH:
SERIES No. J\' tp ARCEL A b I AN ASTERISK( *) FOR THE NW 1/4 OF :
,2007-200945 \....., No. LLA 07-01 ~I SECTION 35 WERE TAKEN FROM I
'-\..........-----~'I... \ SERIES No. 2007-200946 RECORD OF SURVEY NO. 1675* :
i (/'", . 14.66," AC.: . i
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~., __- GUARANTEE CO. 1 SERIES No. 79-229985
- ~, ' 5::':: ::ER11::_::~:40; APN 90:~~:2-0D2
,'~ APN 985-0027-006 : APN 905-0002-002-01
, oth' APN 985-0027-007 I
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" . II /"-- GHAD PARCELS 3 & 4 I LEGEND:
'"....../ SEE PAGE 3 ~ ____
500' 1000' 2000' 'iP ______n___
_" I. POB
NOTE: BEARINGS AND DISTANCES
WITHOUT AN ASTERISK( *) WERE TAKEN
FROM RECORD OF SURVEY NO. 1005
ACACIA PARTNERS
ACACIA PARTNERS
SERIES No, 2005-037868
APN 905-0003-014-03
GHAD PARCEL 5
SEE PAGE 4.
O'
i
BOUNDARY LINE
EXISTING LOT LINE
POINT OF BEGINNING
EXHIBIT "A"
LDm'S OF FALLON VILLAGE GRAD
SEE EXHIBiT B FOR DESCRIPTION
PAGE 1 OF 4
.ACDllsa.PI
CITY OF DUBLIN
7-13-2007
CIVIL ENGINEERING-LAND PLANNING. LAND SURVEYING
Pleasonton. CA (925) - 225-0690
DRAWN DATE 5C.6J.E JOB NO.
COUNTY OF ALAMEDA . CALIFORNIA MW 07-13-07 1'=1000' 19149-10
13: 08: 30 mwehber P: \ 19149\legals \ GHAD-Iegals-overolf\PLA TEXHIBIT.dwg
RANCH
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" .../ N39021'56"W(R) "'" ' " .
PARCEL B ~-' ------:----~ N52'39'14"W 39.69'
No. LLA07-01 R=291.02' D=49058'40--............."
SERIES No. L=253.85'. I [ , N71020'5tE 82.06'
2007-200946 ' NOoo39'24"E 140.60'~ :
--..., N10051'46"W 96.03' '{! '
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", NI4'25'13",W 134.2B~\CN,50042'23"W 48.01'
\~--\ N21032'l~~~_~8~~O'~_____\iAN71006'39"W 99.04'
\ /------ , "I", PM 9208
\/ N21023'28"E 200.71'~ \, BK 292 M PG 16-17
N37018'4tE 65.35'-+ "....,.( / '......... 313.91:t AC.
N16041'10"E 51.40'~' -,,' -------.."
N02018'30"E 81.36' I I ""
N17050'10"E 64.19' T \"-,
NOOO19'22"W 106.46'~.l \ PARCEL 'B' /',..., , "-
N17041'l2"W 147.19't---\ \ ') " ....
NOOO44'30"W 120.91' I~, I "-
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N12041'35"W 30.86:~ \. / '-..'-........
N20043'33"W 90.89'~ PARCEL A "-
NOr19'39"W 250.02'~ \ \ No. LLA 07-01
N10047'11''W 268.63'~ '.... SERIES No. 2007-200946
N70051'23"W 49'05'~~ \ "\ ,,14.66:t AC.
R=42.00' D=59026'40" -~ ~ " /
L=43.58' Ii---.., .... , / / /__J",
N49041'57"E 122.85'~/-\j~ ~ :-. / .// ( PARCEL 'C'
// ~ /'N58052'28"E 119.88' I
N28007'47"E 284.00'~ r-- -- __J' LJ' / \
/ I , N69008'47"E 31.73' "
N53002'51"E 195.61'~ j N90000'OO"(58.47' (\
'\, \/ " N75022'09"W 45.89' \
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R=886.00' D=32031'05" ---' \\ L=40.06" R=150.00' D=54001'09" (
L=502.85' ~ \ , L= 141.42' \
~~go2Z!~'JJ~)1_ ' -- , N28039'03"W 58.57' \
N90000'OO"W 189.85'.::.:r ~ / R=1100.00' D=5019'52" \
N70052'17"W 6.55' yX'~ L=102.35' \
R=80.00' 0= 11047'55" N30035'37"W 33.48'
L=16.47' N0.3049'18"E 159.00'
N66040'50"E(R) 92..39' N22056'58"W 83.1.3'
, N0.3058'13"W 101.75' N.33045'20"W 128.91'
N10041'42"W 61.76' ~ N89051'5tW 2651.00'
't. "'/ ,r-----~.._-.._--
'L , LEGEND:
---
DUBLIN
0'
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250'
,
500'
1000'
----
BOUNDARY LINE
EXISTING LOT LINES
SCALE: 1" =500'
EXHIBIT "A" PAGE 2 OF 4
LOOTS OF 'FALLON VILLAGE GHAD
IAllAy
lomps
DRAWN DATE
CITY OF DUBLIN COUNTY OF ALAMEDA CALIFORNIA MW 07-13-07
7-13-2007 13:08:30 mwehber p;. \19149\!egols\GHAD-legols-overoll\PLATEXHIBIT.dwg
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SCALE: 1" =60'
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REMAINDER OF
PARCEL 18
'TRACT 7281
(277 M 82-88)
CITY OF DUBLIN \
P ARKSITE \
PARCEL 8
TRACT 7281
(277 M 82-88)
60' EXISTING RIGHT
OF WAY EASEMENT
FOR FALLON ROAD.
\
EXHIBIT "A" PAGE 3 OF 4
LIlUTS OF FAW>N VIIUGE GHAD
SEE EXHIBIT B FOR' DESCTlPTlON
CITY OF DUBLIN, COUNTY OF ALAMEDA, CALIFORNIA
AREAS:
PARCEL 3=4,645i: SF.
PARCEL 4=10,062i: SF.
LEGEND:
POB POINT OF BEGINNING
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DATE ~.!.E JOB NO.
03-21-07 '"=60' 19149-10
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EXHIBIT
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.
LEGEND:
POB POINT OF BEGINNING
SCALE: 1" = 50'
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25' 0'50'
100'
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PARCEL MAP 9208
(292 M 16)
NW PROPERTY CORNER
OF FIRST AMERICAN
TITLE GUARANTY CO.
SCALE: 1- =50'
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FIRST AMERICAN TITLE
GUARANTY COMPANY
APN 985-0027-007
DOCI 1908-388140
(JORDAN RANCH)
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EXHIBIT "A"
LIMITS OF FALLON VILLAGE GRAD
SEE EXHIBIT B FOR DESCRIPTION
CITY OF DUBLIN, COUNTY OF ALAMEDA, CALIFORNIA
PAGE 4- Of 4-
.ACIAY. SOIDPS
CIVIL ENGINEERING-LAND PLANNING-LAND SURVEYING
Pleosonlon. CA (925) - 225-0690
DRAWN DAlE S"'...AI.E JOB NO.
MHW 7-13-07 1"=50' 19149-10
7-13-2007 14: 16:02 mwehber P: \ 19149 \ exhibits \ 19149-10-[XHIBITS\Jordon-AGMT-exhibils\[ XHIBIT-[-FirsfAmerican-lo-C1TY or DUNLlN,dwg
EXHIBIT B
LEGAL DESCRIPTION
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EXHIBIT B
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BOUNDARY OF THE DISTRICT AREA
(PROPERTY DESCRIPTION)
ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY OF DUBLIN, COUNTY OF
ALAMEDA, STATE OF CAL~FORNIA, BEING ALL OF THE NORTHWEST QUARTER OF SECTION
35 AS DESCRIBED IN SElliES 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:
PARCEL 1
BEGINNING AT THE COM:MON QUARTER CORNER OF SECTIONS 26 AND 27 AS SHOVVN ON
PARCEL MAP 9208, RECORDED IN BOOK 292 OF MAPS PAGES 16-17, ALAMEDA COUNTY
RECORDS; THENCE ALONG THE SECTION LINE OF SECTIONS 26 AND 27, SAID SECTION LINE
BEING ALSO THE WESTERLY LINE OF THE MUEHLHAUSER TRUST, SERIES No. 2002-097480,
. ALAMEDA COUNTY RECORDS, SOUTH 00048'41" WEST 2,642.65 FEET, TO THE COJ\1M:ON
SECTION CORNER OF SECTIONS 26, 27, 34, AND 35;
THENCE ALONG THE COM:MON SECTION LINE OF SECTIONS 34 AND 35, SAID SECTION LINE
BEING ALSO THE WESTERLY LINE OF DUBLIN INVESTORS, LLC, SERIES No. 2003-108250,
ALAMEDA COUNTY RECORDS, SOUTH 00044'28" WEST 2,635.93 FEET, TO THE COJ\1M:ON
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. 1998-388140, ALAMEDA COUNTY RECORDS,
NORTH 89051'52" WEST 2,651.00 FEET;
THENCE LEAVING SAID EAST -WEST QUARTER SECTION LINE ALONG THE WESTERLY LINES
OF PARCEL "A" OF SAID PARCEL MAP 9208, THE FOLLOWING SIX (6) COURSES:
1) NORTH 33045'20" WEST 128.91 FEET;
2) NORTH 22056'58" WEST 83.13 FEET;
3) NORTII 10041'42" WEST 61.76 FEET;
4) NORTII 03058'13" WEST 101.75 FEET;
5) NORTII 03049'18" EAST 159.00 FEET;
6) NORTII 30035'37" WEST 33.48 FEET;
I
\
THENCE LEAVING SAID WESTERLY LINE OF PARCEL "A" ALONG THE WESTERLY LINE OF
PARCEL "A", PER No; LLA 07-01 SERIES No. 2007-200946, ALAMEDA COUNTY RECORDS THE
FOLLOWING THIRTY-NINE (39) COURSES:
1) SOUTH 66040'50" WEST 92.39 FEET TO A NON-TANGENT CURVE;
2) THENCE ALONG SAID NON-TANGENT CURVE TO THE LEFT, FROM WIllCH THE RADIUS
POINT BEARS SOUTH 66040'50" WEST, HAVING A RADIUS OF 1,100.00 FEET; THROUGH A
CENTRAL ANGLE OF 05019'52", FORAN ARC DISTANCE OF 102.35 FEET;
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3) N.oRTH 28039'03" WEST 58.57 FEETT.o A paINT .oF CORV ATURE;
4) THENCE ALaNG A TANGENT CURVE Ta THE RIGHT HAVING A RADIUS .oF 80.00 FEET,
TIIR.oUGHA CENTRAL ANGLE .oF 11047'55", F.oR AN ARC DISTANCE .oF 16.47 FEET; Ta A
P.oINT .oF REVERSE CURVATURE; .
5) THENCE AL.oNG SAID REVERSE. CURVE T.o THE LEFT HAVING A RADIUS .oF 150.00 FEET,
TIIR.oUGH A CENTRAL ANGLE .oF 54001'09", FORAN ARC DISTANCE .oF 141.42 FEET;
6) N.oRTH 70052'17" WEST 6.55 FEET T.o A P.oINT .oF CURVATURE;
7) THENCE ALONG A TANGENT CURVE T.o THE LEFT HAVING A RADIUS .oF 120.00 FEET,
THR.oUGH A CENTRAL ANGLE .oF 19007'43 ", F.oR AN ARC DISTANCE .oF 40.06 FEET;
8) N.oRTH 90000'00" WEST 189.85 FEET T.o A N.oN-TANGENT CURVE;
9) THENCE AL.oNG SAID N.oN-TANGENT CURVE T.o THE LEFT,FR.oM WHICH THE RADIUS
P.oINT BEARS S.oUTH 89057'24" WEST, HAVING A RADIUS .oF 886.00 FEET; THR.oUGH A
CENTRAL ANGLE .oF 32031'05", F.oR AN ARC DISTANCE .oF 502.85 FEET;
10) N.oRTH 53002'51" EAST 195.67 FEET;
11) N.oRTH 28007'47" EAST 284.00 FEET;
12) N.oRTH 49041'57" EAST 122.85 FEET; T.o AP.oINT .oF CURVATURE;.
13) THENCE AL.oNG A TANGENT CURVE T.o THE RIGHT HAVING A RADIUS OF 42.00 FEET,
TIIROUGH A CENTRAL ANGLE .oF 59026'40", F.oR AN ARC DISTANCE .oF 43.58 FEET; .
14) S.oUTH 70051'23" EAST 49.05 FEET;
15) S.oUTH 75022'09" EAST 45.89 FEET;
16)N.oRTH 90000'00" EAST 58.47 FEET;
17) N.oRTH 69008'47" EAST 31.73 FEET;
18) NORTH 58052'28" EAST 119.88 FEET;
19) N.oRTH 10047'11" WEST 268.63 FEET;
20) NORTH 07019'39" WEST 250.02 FEET;
21) N.oRTH 20043'33" WEST 90.89 FEET;
22) NORTH 12041'35" WEST 30.86 FEET;
23) NORTH 00044'30" WEST 120.97 FEET;
24) NORTH 17041'12" WEST 147.19 FEET;
25) NORTH 00019'22" WEST 106.46 FEET;
26) NORTH 17050'10" EAST 64.19 FEET;
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27) NORTH 02018'30" EAST 81.36 FEET;
28) NORTH 16041'10" EAST 51.40 FEET;
29) NORTH 37018'42" EAST 65.35 FEET;
30) NORTH 21023'28" EAST 200.71 FEET;
31) NORTH 71006'39" WEST 99.04 FEET;
32) NORTH 50042'23" WEST 48.07 FEET;
33) NORTH 21032'10" WEST 88.40 FEET;
34) NORTH 14025'13" WEST 134.28 FEET;
35) NORTH 10057'46" WEST 96.03 FEET;
36) NORTH 00039'24" EAST 140.60 FEET TO A POINT OF CURVATURE;
37) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 291.02 FEET,
THROUGH A CENTRAL ANGLE OF 49058'40", FOR AN ARC DISTANCE OF 253.85 FEET;
38) NORm 71020'52" EAST 82.06 FEET;
39) SOUTH 52039'14" EAST 39.69 FEET; TO THE WESTERLY LINE OF PARCEL "D" OF SAID
PARCEL WiAP 9208; ,
THENCE ALONG SAID WESTERLY LINE OF PARCEL "D" THE FOLLOWING TWO (2) COURSES:
1) NORm 48046'28" EAST 1,739.56 FEET;
2) NORm 00009'11" WEST 235.96 FEET TO A POINT ON THE QUARTER SECTION LINE OF
SECTION 27, SAID SECTION LINE BEING ALSO THE SOUTHERLY LINE OF ACACIA
PARTNERS, SERIES No. 2005-037868, ALM1EDA COUNTY RECORDS, AND THE
NORTI:lERL Y LINE OF SAID PARCEL "D";
THENCE ALONG SAID QUARTER SECTION LINE SOUTH 89040'26" EAST 1,485.76 FEET; TO THE
POINT OF BEGINNlNG.
CONTAINING 328.57 ACRES, MORE OR LESS.
PARCEL 2
BE GlNNlNG" AT THE COMMON CORNER OF SECTIONS 26, 27, 34, AND 35 THENCE ALONG THE
SECTION LINE OF SECTIONS 26 AND 35, SAID SECTION LINE ALSO BEING THE SOUTHERLY
LINE OF THE MUEHLHAUSER TRUST, RECORDED IN SERIES No. 2002-097480, ALAMEDA
COUNTY RECORDS, SOUTH 88043'28" EAST 2640.61 FEET TO THE NORTH QUARTER CORNER
OF SECTION 35;
THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SECTION 35, SAID
QUARTER SECTION LINE BEING ALSO THE WESTERLY LINE OF ACACIA PARTNERS,
RECORDED IN SERIES No. 2005-037867, ALAMEDA COUNTY RECORDS, soum 00055'27" WEST
2636.26 FEET TO THE CENTER QUARTER CORNER OF SECTION 35;
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THENCE ALo.NG THE EAST-WEST QUARTER SECTION LINE o.F SECTIo.N 35, SAID QUARTER
SECTION LINE BEING ALSO. THE No.RTHERLY LINE o.F CRo.AK, RECo.RDED IN SERIES No. 79-
229985,ALAMEDA Co.UNTY RECo.RDS; No.RTH88043'19" WEST 2631.95 FEET TO. THE WEST
QUARTERCo.RNER o.F SECTION AND 35;
THENCE ALo.NG THE Co.MMo.N SECTIo.N LINE o.F SECTIONS 34 AND 35, BEING ALSO. THE
EASTERLY LINE aF PARCELS "c" AND OlD" o.F PARCEL MAR 9208, Bao.K 292 OF MAPS PAGES
16-17, ALAMEDA CaUNTY RECaRDS; No.RTH 00044'09" EAST 2636.21 FEET TO. THE POINT OF
. BEGINNING.
BEARINGS, DISTANCES AND AREA CALCULATION ARE BASED o.N RECaRD o.F SURVEY No.
1675, Bo.OK 25 RECo.RD o.F SURVEYS PAGES 31-32 ALAMEDA Co.UNTY RECo.RDS.
Co.NT AINING 159.54 ACRES, Mo.RE o.R LESS.
PARCEL 3
ALL THAT CERTAIN REAL PRo.PERTY SITUATED IN THE CITY o.F DUBLIN, Co.UNTY aF
ALAMEDA, STATEo.F CALIFo.RNIA, BEING A Po.RTION o.F FALLo.N ROAD AS SHo.WN o.N
TRACT MAP 7281, FILED SEPTEI\1BER 3,2004 IN Bo.o.K 277 o.F:MAPS PAGES 82-88, AND TRACT
MAP 7142 FILED AUGUST 21,2001 IN Bo.o.K 261 OF MAPS PAGES 5-10, ALAMEDA COUNTY
RECo.RDS, MaRE P ARTICULARL Y DESCRIBED AS Fo.LLaws:
BEGINNING AT THE No.RTHEAST caRNER aF PARCEL 18 AS SHo.WN aN SAID TRACT MAP
7281, THENCE ALo.NG THE No.RTHERLY LINE o.F SAID PARCEL 18, CO. INCIDENT WITH THE
SOUTHERLY LINE o.F FALLo.N Ro.AD, ALaNG A CURVE TO. THE LEFT WITH A RADIUS o.F
1360.00 FEET, FRaM WEICH THE RADIUS POINT BEARB SOUTH 43011 '36" WEST, THROUGH A
CENTRAL ANGLE o.F 04006'24", Fo.RAN ARC DISTANCE aF 97.48 FEET;
THENCE LEAVING SAID No.RTHERLY LINE, AND ENTERING SAID FALLo.N Ro.AD, THE
FOLLOWING 4Co.URSES:
1) No.RTH 60015'10" EAST 31.43 FEET;
2) ALONG A TANGENT CURVE TO. THE LEFT WITH A RADIUS o.F 466.00 FEET, THROUGH
A CENTRAL ANGLE OF 09005'56" Fo.R AN ARC DISTANCE aF 74.00 FEET TO. THE
CENTERLINE o.F OLD FALLo.N ROAD, A 60 FOo.T RIGm aF WAY;
3) THENCE ALONG SAID CENTERLINEALo.NG A No.N TANGENT CURVE TO. THE LEFT
WITH A RADIUS OF 800.55 FEET, FRaM WHICH THE RADIUS paINT BEARS SOUTH
80009'45" EAST, THRo.UGH A CENTRAL ANGLE o.F 03030'34", Fo.R AN ARC DISTANCE
o.F 49.04 FEET;
4) THENCE So.UTH06019'16" WEST 73.27 FEET TO. THE POINT OF BEGINNING.
Co.NTAINING 4,645 SQUARE FEET Mo.RE o.R LESS.
PARCEL 4
ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY o.F DUBLIN, Co.UNTY o.F
ALAMEDA, STATE o.F CALIFo.RNIA, BEING PARCEL 18 AS SHOVVN o.N TRACT 1\1AP 7281,
RECo.RDED IN Bo.o.K 277 o.F :MAPS PAGES 82-88, ALAMEDA Co.UNTY RECORDS, EXCEPTING
FROM SAID PARCEL 18 THAT Po.RTIo.N Co.NVEYED TO. THE CITY o.F DUBLIN AS DESCRIBED
IN SERIES No. ---.J ALAMEDA Co.UNTY RECo.RDS,
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PARCEL 4 BEING MORE P ARTICULARL Y DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF PARCEL 18 AS SHOWN ON SAID TRACT MAP
7281, THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 18, COINCIDENT WITH THE
SOUTHERLY LINE OF FALLON ROAD, ALONG A CURVE TO THE LEFT WITH A RADIUS OF
1360.00 FEET, FROM wmCH THE'RADIUS POINT BEARS SOUTH 43011 '36" WEST, THROUGH A
CENTRAL ANGLE OF 04006'24", FOR AN ARC DISTANCE OF 97.48 FEET, TO THE EASTERLY
LINE OF THE PORTION CONVEYED TO THE CITY OF DUBLIN IN SERIES No.. -
ALAMEDA COUNTY RECORDS;
THENCE LEAVING SAID NORTHERLY LINE AND ALONG SAID EASTERLY LINE THE
FOLLOWING FOUR (4) COURSES:
1) SOUTH 60015'10" WEST 8.38FEET; TO A TANGE1-.T'f CURVE;
2) ALONG SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 28.00 FEET,
THROUGH A CENTRAL ANGLE OF 85049'59"; FOR AN ARC DISTANCE OF 41.95 FEET; TO A
POINT OF REVERSE CURVATURE;
3) ALONG SAID REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 1,073.00 FEET,
THROUGH A CENTRAL ANGLE OF 09041'14", FORAN ARC DISTANCE OF 181.42 FEET; TO A
POINT OF C011POUND CURVATURE;
4) ALONG SAID COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 237.00 FEET,
THROUGH A CENTRAL ANGLE OF 09020'51", FOR AN ARC DISTANCE OF 38.67 FEET, TO
THE EASTERLY LINE OF SAID PARCEL 18;
THENCE ALONG SAID EASTERLY LINE NORTH 06019'16" EAST 184.91 FEET, TO THE POINT OF
BEGINNING.
CONTAINING 10,082 SQUARE FEET, MORE OR LESS
. PARCEL 5
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY DUBLIN, COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF THE PROPERTY OF FIRST
AMERICAN TITLE GUARANTY COMPANY, A CALIFORNIA CORPORATION, UNDER HOLDING
AGREEMENT No. 592930,' AS DESCRIBED AND RECORDED IN SERIES NO. 1998-388140,
ALAMEDA COUNTY RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: .
BEGINNING' AT THE NORTHWESTERLY CORNER OF. SAID FIRST AMERICAN PROPERTY,
THENCE ALONG THE NORTHERLY LINE OF SAID PROPERTY, SOUTH 89051'52" EAST 86.66
FEET;
THENCE LEAVING SAID NORTHERLY LINE AND ENTERING SAID PROPERTY, SOUTH 22021'46"
WEST 136.08 FEET TO A POINT ON THE WESTERLY LINE OF SAID FIRST AMERICAN
PROPERTY;
THENCE ALONG SAID WESTERLY LINE THE FOLLOWING TWO (2) COURSES:
1) ALONG A NON-TANGENT CURVE TO THE'LEFT, WITH A RADIUS OF 199.76 FEET, FROM
WHICH THE RADIUS POINT BEARS NORTH 87002'08" WEST; THROUGH A CENTRAL ANGLE
OF 31011'45", FOR AN ARC DISTANCE OF 108.76 FEET;
2) NORTH 28013'53" WEST 24.09 FEET; TO THE POINT OF BEGINNING.
P: \19149\1egals\GHAD-legals-overall\LEGAL-OVERALL.doc
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EXHIBIT C
PLAN OF CONTROL
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PLAN OF CONTROL
FOR
FALLON VILLAGE
GEOLOGIC HAZARD
ABATEMENT DISTRICT
DUBLIN, CALIFORNIA
SUBMITTED
TO
BRADDOCK & LOGAN GROUP
DANVILLE, CALIFORNIA
PREPARED
BY
ENGEO INCORPORATED
PROJECT NO. 4663.1.010.01
MAY 8, 2007
LATEST REVISION OCTOBER 4, 2007
COPYRIGHT <0 2007 BY ENGEO INCORPORATED. THIS
DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART
BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED OR
EXCERPTED WITHOUT THE EXPRESS WRITTEN CONSENT OF
ENGEO INCORPORATED.
E~h\ b 1+ C.
-to ~-h4tOV'\
L'DDQ (C>~
GEOTECHNICAL
ENVIRONMENTAL
WATER RESOURCES
CONSTRUCTION SERVICES
Project No.
4663.1.010.01
May 8, 2007
Latest Revision October 4,2007
Mr. Jeff Lawrence
Braddock & Logan Group
4155 Blackhawk Plaza Circle, Suite 201
Danville, CA 94526-4668
Subject:
Fallon Village
Dublin, California
PLAN OF CONTROL FOR FALLON VILLAGE
GEOLOGIC HAZARD ABATEMENT DISTRICT
Dear Mr. Lawrence:
The Fallon Village Plan of Control has been prepared and is being submitted in conjunction with
an Engineer's Report and a petition filed by your office to form the Fallon Village Geologic
Hazard Abatement District.
&tl#
Eric Harrell, CEG
eh/jb
Uri Eliahu, GE
2010 Crow Canyon Place. Suite 250 . San Ramon, CA 94583-4634 . (925) 866-9000 . Fax (888) 279-2698
www.engeo.com
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TABLE OF CONTENTS
Page
Letter of Transmittal
I. Authority and Scope.......................................................................................................... 1
Property Identification............ .............. ......... .......... ...... ......... ..... ...... ...... .... ... .............. .... ..... .... .... 1
II. Background............ ............................................................................................................ 2
Existing Site Conditions......... ....... .... ............. .............................. ........... .... .............. ........ ............ 2
Proposed Development ... ....... ............ .......... ................... ......... ........ ..................... ....... ...... ... ........ 2
Open Space..................................................................................................................................... 3
GHAD Responsibilities ........... .......... ................ ...... ............... ........... ......................... .............. .... 3
III. Geology............................................................................................................................... 5
Regional Geology and Geologic Maps ....................................................................................... 5
IV. Slope Stability Considerations During Mass Grading...................................................5
V. Geologic Hazards........;...................................................................................................... 7
Slope Instability ...................... ....................... .......................... ......... ...... .............. .......... ............... 7
Seismically Induced Ground Shaking ....................................................................................... 11
Expansive Soils........................................................................................... ................................. 12
Compressible Soils................. ........... ................. .................... ................... .................. ..... ........... 12
VI. Areas of District Responsibility .................. ....................................................................13
Scope of Activities......... .......... .................. ................. .... ..................................... .............. .......... 13
Prevention, Mitigation, Abatement and/or Control of Geologic Hazards ............................. 13
Exceptions....................... ........ ........... ........ .......... ........................ ........... ..... ............... ........ ......... 14
Single Property. ......... ....... ......... ......... .................... ............... ................... ........ ..... ....... ......... 14
Vertical Movement or Creep Due to Shrink Swell or Settlement.......................................... 14
Property Not Accepted. ...................... .................... ........ .............. ................ ................ ..... .......... 14
Hazard(s) or Failure(s) Resulting From Negligence. ........................................................15
District Funding or Reimbursement for Damaged or Destroyed Structures or Site
, Improvements..........................,.................................................................................................. 15
No Reimbursement of Expenses Incurred by Property Owners............................................. 16
Protected Wildlife Habitat ..... ........... .................. ....................... .......................... ........ ............... 16
VII. Full(~ing and Acceptance of Responsibility by the District.......................................... 17
1. Activation of Assessment ...................................................................................................... 17
2. Responsibility for GHAD Activities .................................................................................... 17
3. Ownership of the Open Space................................................................;.............................. 17
4. Process for Transferring Responsibility for GHAD Activities.......................................... 18
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
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TABLE OF CONTENTS (Continued)
VIII. Geotechnical Techniques for Mitigation of Landslide, Soil Creep and Erosion
Hazards......................... ...... ........................................................... ........ ............. ............. .19
Landslide Mitigation for Existing Debris Flows and Landslides ........................................... 19
General Landslide Mitigation........ ............ ...... ............................. .............................. ......... ....... 21
IX. Biotechnical Recommendations for Prevention and Mitigation of Existing or Potential
Erosion Hazards.................... ..'........ ............... .................................................................. .23
X. Priority for District Funded Repairs............................................................................. 24
XI. Maintenance and Monitoring Schedule........................................................ ................. 25
XII. Open Space Ownership and Management ....................................................................27
XIII. Right-of-Entry......................... ................................ ............. ............. ...............................29
REFERENCES
APPENDIX A: Exhibit A - Limits of the Fallon Village Geologic Hazard Abatement District
Exhibit B - Boundaries of the District Area
Figure I - Geotechnical Corrective Grading Plan
Figure 2 - Geologic Map
Figure 3 - Open Space and Improvements Ownership/Maintenance Plan
APPENDIX B: Operations and Maintenance Manual for Bioretention Facilities, Tract 7586 at
Fallon Village, prepared by ENGEO Incorporated
APPENDIX C: Fallon Village Site Geology
4663.1.010.01
May 8, 2007
Latest Revision October 4,2007
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I. Authority and Scope
The Fallon Village Geologic Hazard Abatement District ("District") is proposed to be formed
under authority of the California Public Resources Code, Division 17, commencing with
Section 26500. The boundaries of the District comprise a total of approximately 488 acres.
For the Fallon Village Project, Condition of Approval (COA) No. 76 requires the formation of a
Geologic Hazard Abatement District ("GHAD"). To satisfy this requirement, the developer of
Fallon Village is submitting this Plan of Control to allow the District to permanently monitor and
maintain slopes, detention and water quality basins, storm drainage facilities and other
improvements within the GHAD as described herein.
Development of a Plan of Control is a requirement for formation of a GHAD. Pursuant to
Section 26509 of the California Public Resources Code, this Plan of Control was prepared by an
Engineering Geologist certified pursuant to Section 7822 of the Business and Professions Code.
As required by Section 26509, it describes potential geologic hazards within the proposed
District boundaries and provides a plan for the prevention, mitigation, abatement, or control
thereof.
As used in this Plan of Control, and as provided in Section 26507, "geologic hazard" means an
actual or threatened landslide, land subsidence, soil erosion, earthquake, fault movement, or any
other natural or unnatural movement of land or earth.
Property Identification
The proposed District boundary is shown in the District Boundary Map on Exhibit A, and further
described in the District Boundary Description on Exhibit B.
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
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II. Background
Existing Site Conditions
The study area is approximately 488 acres and is located north of Highway 580 in Dublin. Site
topography consists of rolling, grass-covered hills generally increasing in elevation to the north.
Site drainage is to the south, toward Arroyo Las Positas and the Livermore Valley. Most of the
study area consists of open, undeveloped land with local improvements related to agricultural or
residential use. ,These improvements include barns, sheds, and dwellings, as well as roadways,
driveways, and utilities.
Proposed Development
The site plan prepared by Mackay and Somps shows 1,043 single-family lots. In addition, the
plans show a school site, a neighborhood park site, four bioretention cells (2.4, 0.23, 0.21 and
0.48 acres), roadways and a 4.6-acre neighborhood square site. A Preliminary Geotechnical
Exploration report was completed for the site by ENGEO Incorporated and dated
February 23,2003 and revised December 17, 2004. The ENGEO report titled
Phase I - Corrective Grading Plans serves as a Design Level Geotechnical Exploration Report
for the project.
It is our understanding that bulk grading on the site will occur in 4 phases. As shown on the
MacKay and Somps Grading Plans the will include Phases I and 2 Bulk grading and later each of
these areas will be regraded to the [mal elevations necessary for the construction roadways, building
pads and other site improvements. The preliminary proposed site grading includes preparation of
level building pads and roadways. As planned, grading will involve cuts and fills up to about
4663.1.010.01
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Latest Revision October 4, 2007
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70 feet thick. Also, cut slopes as high as 170 feet are planned and fill slopes up to about 80 feet
high are planned.
Open Space
Project Open Space includes approximately 200 acres as shown in Open Space Plan with about
172.2 acres within a conservation easement (Figure 3). Title to the parcels comprising the open
space will be conveyed to the GHAD approximately three years after the first residential building
permit has been issued within the District. Since long-term maintenance and stability of the
GHAD Property will protect the open space, which is an amenity that will benefit all ofthe current
and future property owners, the funding for the GHAD's activities will be shared by all current
and future property owners within the GHAD's boundaries. All such activities shall be
consistent with this Plan of Control.
GHAD Responsibilities
The GHAD will mitigate, prevent, abate or repair landslide or erosion hazards that could directly
affect property within the GHAD boundary, as necessary to implement this Plan of Control. The
GHAD will also assume open-space management responsibilities that are required for the
Fallon Village project. These responsibilities will inClude vegetation management, erOSIOn
control, vegetation removal (fire suppression), and selected other maintenance associated with
open space. In addition, the responsibility of the GHAD includes maintenance, monitoring and
repair of bioretention cells, vegetation control, arrnoring of channels and desilting of detention
basins.
4663.1.010.01
May 8, 2007
Latest Revision October 4,2007
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The GHAD's responsibilities will include but may not be limited to monitoring and maintenance
for the following as appropriate.
. Four bioretention cells.
. Maintenance and repair of EV A and access roads.
. Erosion repairs.
. Revegetation and vegetation control, including fire break' mowing, weeding and additional
hydro seeding as deemed necessary.
. Sediment removal from concrete structures (applies only to open-space catch basins, field
inlets, V -ditches and storm drain pipes).
. Slope stabilization (includes minor landsliding and debris bench clearing).
. Subdrain outfall maintenance.
. Open-space storm drain pipe and V -ditch replacement.
In addition, the GHAD will have maintenance, monitoring and repair responsibilities for slopes,
which will include natural, reconstructed or partially reconstructed landslides as indicated within
the referenced ENGEO reports and discussed in Section V.
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
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III. Geology
Regional Geology and Geologic Maps
The site is located within the Coast Ranges geologic proVInce of California, a senes of
northwest-trending ridges and valleys. Bedrock at the site is mapped as non-marine sedimentary
rock of the Tassajara Formation (QTt) (Dibblee, 1980) or as the Livermore Gravels (Grayrner etal.,
1994) of Late Pliocene to Pleistocene age. The rocks in the site vicinity have been tightly folded
such that the bedrock layers (bedding) are generally inclined at a steep angle from the horizontal.
Crane (1996) mapped the axes of anticlinal and synclinal folds through the north end of the site.
The site is not located within a State of California Earthquake Fault Zone for active faults
(CDMG, 1982). The nearest mapped active faults are the Calaveras fault located approximately
5 miles to the southwest and the Greenville fault located approximately 6 miles to the northeast.
A more detailed discussion of the site geology is included as Appendix C of this Plan of Control.
IV. Slope Stability Considerations During Mass Grading
As shown on the Corrective Grading Plans for Fallon Village (May 2006), existing artificial fills
within the graded area have been removed and, as required, replaced with subdrained engineered
fills (Figure I). In graded or repaired areas, the unsuitable materials including alluvium,
colluvium and/or landslide debris will be overexcavated to firm undisturbed materials below the
unsuitable material as determined by the Geotechnical Engineer or Engineering Geologist at the
time of grading. Surface and subsurface drains will be installed to collect the surface and
subsurface waters which may have initially caused the instability. The configuration of each
sub drainage system will be tailored to the individual area at the time of grading. The
Geotechnical Engineer and/or Engineering Geologist will determine the location and depths of
4663.1.010.01
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subdrains at that time. The location and elevation of subdrains and outlets will be surveyed
during construction. Each subexcavation will then be reconstructed to final grade by keying and
benching below the landslide plane with compacted, drained engineered fill.
It is important to note that to preserve the natural topography, wildlife habitat and vegetation of
the site, stabilization of landslide masses is currently planned only for landslides that directly
threaten the proposed improvements. Slope instability in open-space parcels which does not
have the potential to directly affect the GHAD-accepted homesites, roadways, habitat areas or
other critical improvements will not be repaired, as provided in Section VI.
The cuts will be viewed by the project Geologist during grading to provide mitigation schemes
for unsuspected slope conditions which could decrease the slope stability. Such conditions
include unfavorable bedrock attitudes and seepage conditions. A geology map will be prepared
by the project Geologist for use by the GHAD. We expect that the extents of buttressed slopes
and associated subdrain systems will be identified on as-built plans following construction.
4663.1.010.01
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Latest Revision October 4,2007
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v. Geologic Hazards
Geologic hazards identified for the site in the Geotechnical Exploration reports include the
following items.
. Slope instability
. Seismically induced ground shaking
. Expansive soils
. Compressible soils
These geologic hazards are not expected to be eliminated entirely by site grading. Slope
instability is not unique to this project, but is of importance for hillside projects throughout the
San Francisco Bay Area. Future stability of these areas depends on various factors, including
any introduction of natural or artificial groundwater, future grading and earthquake ground
shaking.
Slope Instability
During mapping for the site geotechnical exploration, areas of slope instability were identified
throughout the planned development area and within the future open space areas. The geologic
hazard map showing the location of each of the debris flows and landslides is included as
Figure 2. The table below identifies each of the landslide areas within the development area and
the proposed corrective measures. The "Current Designation" column shown on Table V-I is
the landslide labeling used on the corrective grading plan. The "Previous Designation" column
identifies the landslide labeling used in the Geotechnical Exploration Report. Potential District
monitoring or maintenance activities for the specific areas listed in the table below are discussed
in Section VIII.
4663.1.010.01
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Latest Revision October 4,2007
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Bulk Grading
LANDSLIDE Location (Sheet) and Proposed Corrective
Unremediated Areas
Current Previous Landslide Type Measures
Designation Designation
L1 R25 G2, Earthflow Remove and replace. None
L2 Not Labeled G2, Earthflow Removal and Landslide material
replacement of may not be removed
landslide material downslope of
within the limits of engineered fill slope.
grading.
L3 Not Labeled G2, Earthflow Removal and Landslide material
replacement of may not be removed
landslide material downslope of
within the limits of engineered fill slope.
grading.
L4 R13 GI, Earthflow Remove and replace. None
L5 R14 G 1, Earthflow Remove and replace. None
L6 R8 G 1, Earthflow Remove and replace. None
L7 R7 G I, Earthflow Removal and Offsite landslide
replacement of material will not be
landslide material removed.
within the limits of the
I property.
L7A Not Labeled G 1, Deep seated Buttress fill over lower No removal of
portion of the landslide material
landslide. outside the civil limits
of grading.
L7B Not Labeled G 1, Deep seated Buttress fill over lower No removal of
portion of the landslide material
landslide. outside the civil limits
of grading.
L8 R6 G 1, Earthflow Remove and replace. None
L9 R12 G 1, Earthflow Remove and replace. None
LIO R11 G 1, Earthflow Remove and replace. None
LI1 RIO G I, Earthflow Remove and replace. None
LI2 R17 G 1, Rotational slump Excavation of landslide Landslide material
material within 20 feet not removed below
of the pad grade. 20 feet below the pad
I grade.
TABLE V-I
MAPPED AREAS OF SLOPE INSTABILITY
AND PROPOSED CORRECTIVE MEASURES
4663.1.010.01
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Bulk Grading
LANDSLIDE Location (Sheet) and Proposed Corrective
Unremediated Areas
Current Previous Landslide Type Measures
Designation Designation
Phase 2
L12 R17 G 1, Rotational slump Within building pads Landslide material
excavation of landslide not removed below
material within 10 feet 10 feet below the pad
of the pad grade. grade within
buildable lots.
L13 R16 G I, Rotational slump Within building pads, Landslide material
excavation of landslide not removed below
material within 20 feet 20 feet below the pad
of the pad grade. grade within
buildable lots.
L14 R-15 G2, (Lots and a portion Removal and Landslide material
of Parcel "E"), replacement of may not be removed
Rotational Slump landslide material downslope of
within the limits of engineered fill slope.
grading.
L15 R-19 G2 (Lots and adjacent Removal and None
slope), Slump flow replacement of
complex landslide material
within the limits of
grading.
L16 R-26 G3, Earth flow Remove and replace. None
L16A R-27 G3, Earthflow Removal and Off site landslide
replacement of material will not be
landslide material removed.
within the limits of the
property.
L17 R-24 G2, Earth flow Remove and replace. None
L18 R-25 G2, Earth flow Remove and replace. None
L19 R-21 G2, Earth flow Remove and replace. None
L20 R-22 G2, Earth flow Remove and replace. None
L21 R-20 G2, Earth flow Remove andreplace. None
L22 R28, R-29 and Lots 976-1004, Remove and replace. None
R-30 Rotational Slump
L23 R-31 Lots 940-942,961-965
and 1013-1017, Slump Remove and replace. None
Flow Complex
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
9
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INCORPORATED
Bulk Grading
LANDSLIDE Location (Sheet) and Proposed Corrective
Unremediated Areas
Current Previous Landslide Type Measures
\I Designation Designation
L24 R-34 Lots 829-831, Earth Remove and replace Offsite portion of the
flow onsite landslide
material. landslide.
A number of landslides are located within the open space areas of the District and mitigation is not
planned for these areas of slope instability since they do not have the potential to impact the site
improvements as discussed in Section VI. Since no mitigation is shown on the Corrective Grading
Plan, these landslides were not relabeled and retain the designation from the Geotechnical
Exploration Report. These landslides are described below and shown on Figure 2.
TABLE V-2
MAPPED AREAS OF SLOPE INSTABILITY
WITHOUT PROPOSED CORRECTIVE MEASURES
SLIDE TYPE OF FEATURE ESTIMATED
DESIGNATION DEPTH (FT)
R-l to R-4 Earth flow 15
R-5 Slump flow complex 30
R-9 Earth flow 10
R-18 Slump flow complex 40
, R-19 Slump flow 30
R-23 Earth flow 15
R-32 and R-33 Earth flow 1 0 to 15
In addition to the landslides listed above, other areas of slope instability or landsliding will likely
be identified during the life of the development. Since earth stability is the District's prime
geotechnical concern, this section describes several types of slope instability that may be within
the District's area of responsibility, subject to Section VI of this Plan of Control.
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
10
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INCORPORATED
A landslide is defined as a mass of rock, soil and other debris that has been displaced downslope
by sliding, flowing or falling. Landslides include cohesive block glides and disrupted slumps
that have formed by displacement along a planar slip surface or rotation (displacement along a
curved slip surface). Undercutting and erosion of hillside slopes trigger many slope failures.
Slope failures are also often triggered by increased pore water pressure due to the infiltration of
rainwater. The resulting decrease of shear resistance (internal resistance to deformation by
shearing) can cause the slope to move. The level of the groundwater table varies with the
amount of rainfall for the area. If rainfall is higher than average during, the winter season, the
water table will be higher than average on a hillslope and groundwater pressures may become
dangerously high. Under these conditions, hillside movement can be activated.
Areas of thicker soil cover on the hillslopes are known as colluvium (Qc). Colluvial deposits are
typically the result of soil creep and may be in a weak, unconsolidated state, making them
susceptible to landsliding if undercut. Colluvium is generally approximately ten to fifteen feet in
thickness. Landslides and colluvial deposits located within open space areas are natural
landforms that do not require mitigation except where they affect man-made improvements.
Potential mitigation and repair measures for District areas near development are discussed in
Section VIII.
Seismically Induced Ground Shaking
As identified in the geotechnical report, an earthquake of moderate to high magnitude generated
within the San Francisco Bay Region could cause considerable ground shaking at the site, similar to
that which has occurred in the past. Seismic slope stability has been considered in the ENGEO
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
11
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INCORPORATED
designed geotechnical corrective grading plan; however, seismically generated slope failures
could occur in open-space areas outside the development limits.
Expansive Soils
Near-surface soil, colluvium and alluvium at the site could exhibit a moderate to critically high
potential for expansion. These potentially expansive soils could impact the planned site
development. Expansive soils shrink and swell as a result of moisture changes. This can cause
heaving and cracking of slabs-on-grade, pavements and structures founded on shallow
foundations. The potential for expansive soils has been identified in previous reports for the
property. Shrink and swell of expansive soils on slopes is a portion of the mechanism of creep
movement which can result in shallow slope instability.
Compressible Soils
Based on the geotechnical data, it appears that minor settlement of as much as a few inches could
result from consolidation of alluvial and colluvial deposits beneath deep fills and from consolidation
of deep fills due to their own weight. Based on the proposed grading settlements experienced by
site improvements due todesign fills are anticipated to be minor.
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
12
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INCORPORATED
VI. Areas of District Responsibility
Scope of Activities
The Fallon Village GHAD, as owner of the open space areas and basins within the site, will
assume responsibilities that relate to its position as a GHAD and other duties of a responsible
landowner. The GHAD is charged with responsibilities that relate to the prevention, mitigation,
abatement, and control of geologic hazards. This includes, but is not limited to, the maintenance
of facilities that enhance site stability such as drainage facilities and associated improvements.
This may include the monitoring and maintenance of drainage facilities and associated resources
which, if subject to improper care, could result in decreased slope stability, the prime concern of
the GHAD.
In addition, the GHAD will be responsible for maintenance of designated trails planned within
the open space area. Improper maintenance of the trail system could facilitate erosion, a prime
concern for the GHAD.
Prevention, Mitigation, Abatement and/or Control of Geologic Hazards
Subject to the following exceptions, the primary mission of the District shall be the prevention,
mitigation, abatement and/or control of geologic hazards within its, boundaries that have
damaged, or that pose a significant threat of damage to site improvements within the developed
areas of the project. As used herein, the term "site improvements" means buildings and
outbuildings, roads, sidewalks, improved paths, utilities, improved trails, swimming pools, tennis
courts, gazebos, cabanas, geologic stabilization features or similar improvements.
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
13
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INCORPORATED
Exceptions
The intent of this Plan of Control is not to require or to create the expectation that the District
will take action to address every threatened or actual geologic hazard. The District may decline
to prevent, mitigate, abate or control geologic hazards under the following circumstances:
Isolated or Remote Slope Instability. The District shall not have responsibility and may place a
low priority on its responsibility to monitor, abate, mitigate or control slope instability that does
not involve damage to or pose a significant threat to damage site improvements.
Single Property. The District will not prevent, mitigate, abate or control geologic hazards which
are limited in area to a single parcel of property unless the geologic hazard has damaged, or
poses a significant threat of damage, to site improvements located on other property within the
District boundaries. This exclusion does not apply to geologic hazards existing on common area
property owned by the HOA or within open space owned by the District.
Vertical Movement or Creep Due to Shrink Swell or Settlement
Vertical movement due to shrink-swell of expansive soils or settlement of fills is expected at the
site as with many residential developments in the area. Damage to site improvements resulting
from shrink swell or settlement of fills is not the responsibility of the GHAD.
Property Not Accepted
The GHAD shall not have responsibility to repair damage, which is situated on a parcel of real
property, which the GHAD has not accepted in accordance with Section VI. The GHAD,
however, may monitor, abate, mitigate or control slope instability on a parcel of real property
which the GHAD has not accepted in accordance with Section VI, provided that the GHAD
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
14
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responsibility on such parcel shall be limited to the extent necessary to address damage or a
significant threat to damage site improvements on a GHAD accepted parcel.
Not withstanding the above exceptions from District responsibility, the District may take any
action necessary to prevent, mitigate, abate or control damage to property or site improvements
for which, in the sole judgment of the District, the District would be legally responsible as a
property owner.
Hazard(s) or Failure(s) Resulting From Negligence. The District may decline to prevent,
mitigate, abate or control geologic hazards or failures if, in the sole judgment of the District
Manager in consultation with geologic or geotechnical professionals as the manager deems
necessary, such hazards occur as the result of negligence of a property owner and/or a property
owner's contractors, agents or employees in developing, grading, constructing, or maintaining
any work on the subject property.
District Funding or Reimbursement for Dama~ed or Destroyed Structures or Site Improvements
In the event a residence or any other private structure, site improvement or landscape feature is
damaged or destroyed as a result of a geologic hazard, the District may fund, or reimburse the
property owner for the expenses necessary to repair or replace the damaged or destroyed
structure, site improvement or landscaping. Unless otherwise authorized by the Board of
Directors, the total dollar amount of the District funding or reimbursement paid to all property
owners whose property is damaged by the geologic hazard may not exceed ten percent (10%) of
the total costs incurred by the District in actually mitigating, abating or controlling the geologic
hazard that causes the damage. In the event the geologic hazard damaged or destroyed a
structure, site improvement or landscaping which violated any provisions of the City Building
Code or City Code at the time of its installation or improvement, the District may decline to
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
15
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INCORPORATED
VII. Funding and Acceptance of Responsibility by the District
1. Activation of Assessment
Ultimately an annual assessment shall be levied on all annexed residential or nonresidential
parcels with habitable building areas within the Fallon Village development. The assessment
shall be levied by the GHAD on each individual parcel beginning the first fiscal year following
issuance of a building permit for that parcel.
2. Responsibility for GHAD Activities
The party that, on the date each Final Map is recorded within the GHAD boundaries owns the
developable parcels shown on that Final Map, shall have the responsibility to perform all the
activities of the GHAD on property within that Final Map. Such responsibility shall
automatically transfer to the GHAD at 9:00 a.m. on the day exactly three years after the first
residential building permit is issued by the City of Dublin provided that the items listed under
item No.3 in this section have been completed. This turn-over date may be extended at the sole
discretion of the project developer provided that the assessments shall continue to be levied
during the extension period and that notice of such extension is delivered to the GHAD Manager
at least 30 days prior to the turn-over date. The petitioners for formation of the GHAD intend
that the approximately three-year period between the levying of the GHAD assessment and the
GHAD becoming responsible to perform activities on property within each Final Map will allow
the District to accumulate reserve funds without incurring significant expenses.
3. Ownership of the Open Space
Ownership of the open space will pass from the owner/developers to the District on, or
approximately on the date the District commences its activities and becomes responsible for
oversight of the actual physical maintenance of the open space as provided in this section.
4663.1.010.01
May 8, 2007
Latest Revision October 4, 2007
17
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. Slope correction (e.g. gradient change, biotechnical stabilization, and slope trimming or
contouring).
. Construction of additional surface ditches and/or detention basins, silt fences, sediment traps,
or backfill or erosion channels.
Potential landslide and erosion hazards can often best be mitigated by controlling soil saturation
and water runoff and by maintaining the surface and subsurface drainage system. Maintenance
shall be provided for lined surface drainage ditches and drainage terraces including debris
catchment structures or drop inlets.
The impact of soil creep on site improvements is usually best mitigated by designing structures
to resist the forces applied by the creeping soil, since soil creep movement on slopes is typically
caused by conditions which are difficult to control on a larger scale, such as the wetting and
drying of clays, the growth of roots, burrowing animals and by the downslope movement of
saturated ground. Monitoring activities may include observation of saturated ground conditions
and burrowing animal populations, which may be controlled by additional drainage or the
removal of burrowing animals.
4663.1.010.01
May 8, 2007
Latest Revision October 4,2007
22
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INCORPORATED
REFERENCES
California State of, Division of Mines and Geology (CDMG), 1982, Earthquake Fault Hazard
Zones Map, Livermore Quadrangle (previously named Special Studies Zones Map).
Crane, R., 1996, Geologic Map of the Livermore 7.5-Minute Quadrangle.
Dibblee, T. W., Jr., 1980, Preliminary Geologic Map of the Livermore Quadrangle, Alameda and
Contra Costa Counties, California, Open File Report 80-533.
Dublin, City of, Resolution 05-61 including Conditions of Approval for Tract 7586,
APNs 985-0028-002 and 905-0002-003, Dublin, California.
Dublin, City of, Development Agreement between the City of Dublin and Dublin RE Investors,
L.L.c. for the Fallon Village Project, dated February 1, 2006.
ENGEO Inc., Response to Review Comments, Fallon Village, Dublin, California, May 31, 2006,
Project No. 4663.1.010.01.
ENGEO Inc., Phase 1 - Corrective Grading Plans, Fallon Village, Dublin, California,
March 14, 2006, Project No. 4663.1.009.01.
ENGEO Inc., Preliminary Geotechnical Exploration, East Dublin Properties, Dublin, California,
February 23, 2003 and revised December 17,2004, Project No. 4663.1.004.01.
ENGEO Inc., Geotechnical Corrective Grading Plan, Fallon Village, Dublin, California,
May 2006, Project No. 4663.1.009.01.
ENGEO Inc., Review of Preliminary Grading Plans, East Dublin Properties, Tract 7586, Dublin,
California, dated February 8, 2005, Project No. 4663.1.004.01.
Grayrner, R. W., Jones, D. L. and Brabb, E. E., 1994, Preliminary Geologic Map Emphasizing
Bedrock Formations in Alameda County, California: OFR 96-252.
MacKay and Somps, Tentative Map, Fallon Village, Dublin, California, December 5,2005.
MacKay and Somps, Phase I Bulk Grading Plan, Tract 7586 - Fallon Village, Dublin, California,
Project No. 19319-1 June 2006.
Nilsen, T. H., 1975, Preliminary Photo interpretation Map of Landslide and Other Surficial Deposits
of the Livermore 7W Quadrangle, Contra Costa County, California, USGS 75-277-26.
4663.1.010.01
May 8, 2007
Latest Revision October 4,2007
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---1---
27 : 26
ACAC~ PARTNERS :
SERIES No. 2005-037868 <..
APN 985-0028-001 ;.... POB
- -- - - - - L p~~::: ~ -- - - - -- - - - -;J N8~~~~~~~: 76': - - - - - - ~~ :-::~~ -~; - - -- f - - --
PM 8327 '\":>~. I SECTIONS 26 & 27 I
'''n., BK.298 PM ? 14-17 ,').,~' PARCEL 'D' ~I !
'-------" tAro, ~ I MUEHLHAUSER :
D S R S D ' ~ , <.0 I SERIES No. 2002-097480 ,
--~~~~~i;~--~--m--"" ~ BK2:!3~~;iglg~17 =~I APN 905-0003-012 i
No. LLA 07-01 I: ~ I *NOTE: BEARINGS AND DISTANCES WITH :
~_ 2~~~~~0~;46 \\'"'' No~AL~E~7~01 i,l AN :~~~~I~K~~ ~~:E T~IKE~W F~t OF i
\........-----~', \.. \ SERIES No. 2007-200946 RECORD OF SURVEY NO. 1675* I
: I .1'-....... 14.66:t AC.: :
DUB L IN! {(vA:~0" V t.::--~i32a2219.E:..__ : ____.
\ I N / ~ 34 !\::.- POB GHAD PARCEL 2 --r
RAN C H \ \ \. ~ ,/ GHAD PARCEL 1 : DUBLIN INVESTORS, LLC :
-", \ i=-) 1-:. SERIES No. 2003-108250 .* I ~
" '.'~/ .... -./) : O'! "'! ROS NO. 1675 ~ ~ '<to
/ ,~ L "/ ...... (, \.J-, LO <.0 . ,-
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FIRST AMERICAN TITLE I CROAK
GUARANTEE CO. : SERIES No. 79-229985
SERIES No. 1998-388140: APN 905-0002-002
APN 985-0027-006 : APN 905-0002-002-01
~; t APN 965-0027-007 I
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./ SEE PAGE 3 ~
500' 1 000' 2~O' .1'
NOTE: BEARINGS AND DISTANCES
WITHOUT AN ASTERISK(.) WERE TAKEN
FROM RECORD OF SURVEY NO. 1005
AcACIA PARTNERS
SERIES No. 2005-037868
APN 905-0003-014-03
GHAO PARCEL 5
SEE PAGE 4
LEGEND:
0'
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POB
BOUNDARY LINE
EXISTING LOT LINE
POINT OF BEGINNING
EXHIBIT "A" PAGE 1 OF 4 .ACKAY' SO.PI
LDIITS OF FALLON VILLAGE GRAD CMl ENGINEERING_LAND PLANNING_LAND SURVEYING
SEE EXHIBIT B FOR DESCRIPTION NU:osonton, CAnnr (925) - 225-0690
UlV\nn ""'~ SCALE JOB NO.
COUNTY OF ALAMEDA CAliFORNIA I.tW 07-13-07 1 =1000' 19149-10
13:08:30 mwehber P: \19149\1egols\GHAD-legols-overoll\PLATEXHIBIT.dwg
CllY OF DUBLIN
7-73-2007
,_ _ _ _ _ _ _ _ _ _ _, /_n_n__~_n___nnn_" ~'
" ,,/ N39021'S6"W(R) '~'"
--" -----------, " NS2039'14"W 39.69'
PARCEL B
R=291.02' 0= 490S8.40..-......, . '
No. Ll.A07-01 ........
SERIES No. L=253.85' , i N71020'S2" E 82.06'
2007-200946 N00"39'24"E 140.60.--f :
-----...... N10"S7'46"W 96.03'-----.J !
" 1 '
", N140:S'.13",~ 134.2~'''-\YA:\ , NSo042'23"W 48.07'
'___, N21 32 10_~_~.:~0~ VrtN71006'39"W 99.04'
, _------ , ....1 .. PM 9208
\"/~21023'28"E 200.71'~ \, BK 292 M ~G 16-17
N37018'4tE 6S.3S'+ .......1 / '...,_ 313.91 AC.
N16041'10"E 51.40'A-.::t " ----....."
NO~18.30..E 81.36' I I "
N170S0'lO"E 64.19' T" "
NOO"19'22"W 106.46'-:--J \' PARCEL'S' I)...'....
Nl7"41'12"W 147.19'L.-\ \ ~ ........,
N00"44'30"W 120.97'..:......----- \,~ / '-...
Nl2"41'35"W 30.86'~ r \, '\ / .......".....
N20"43'33"W 90.89'~ " PARCEL A ..........
N07"19'39"W 250.02'~ \ \. No. LLA 07-01
N10"47'11"W 268.63,\----J. '.......... SERIES No. 2007-200946
N70"Sl'23"W 49.0S' ~ \ \ / 14.66:i: AC.
R=42.00' D=59026'40" -~ ~ : I
L=43.58' I~ " . / / __-.f"
N4go41'51'E 122.85' ~/ ~ ~~ " 1.-. / .//' ( PARCEL 'e'
/' /N58"52'28" E 119.88' 1
N28007'41'E 284.00' ~ roo ---/ iJ" ~
~ ')', N69008'41'E 31.73' ..,
NS3002'51"E 195.67'~ i N90"OO'OO"E 58.47' ~
", \/ " N7s022'09"W 4S.89' \
~' / \
~~ZO.?~~~~q~L,,/ \ ,: R=120.00' PARCEL 'A' \
\ 0=19007'43" \
R=886.00' 0=32"31'05" --' '., L=40.06' R= lS0.00' 0=54001'09" (
L=502.85' ~, , L=141.42' \
~~~o.?T?~'JJ~)l_ ' -- ,', N28"39'03"W 58.57' \
N90'DD'~~:5~'~;:'~' ~ y~ R=11 D~'~~~2D;;.'19'52" \
R=80.00' D=11047'55" N30"35'31'W 33.48'
L=16.47' N03049'18"E 159.00'
N66040'50"E(R) 92.39' N2~56'58"W 83.13'
N03058'13"W 101.75' N33045'20"W 128.91'
N10"41'4tW 61.76' N89051'52"W 2651.00'
----------------------
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500'
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1000'
LEGEND:
- - - - BOUNDARY LINE
-- - - - - -- - -- EXISTING LOT LINES
SCALE: 1" =500'
EXHIBIT "A" PAGE 2 OF 4
LllIITS OF FALLON VILLAGE GRAD
mAIIAY. SO.PI
CIVIL ENGINEERING-LAND PLANNING_LAND SURVEYING
Pleosonlon, CA (925) - 225-0690
DRAWN DATE SCALE JOB NO.
COUNTY OF ALAMEDA CALIFORNIA t.4W 07-13-07 1.=500' 19149-10
13:08:30 mwehber P: \19149\!egols\GHAD-legols-overol/\PLATEXHI81T.dwg
CITY OF DUBLIN
7-13-2007
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REMAINDER OF
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TRACT 7281
(277 M 82-88)
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R=237.00'
AREAS:
PARcn 3=4,645% SF.
PARcn 4=10,082% SF.
LEGEND:
POB POINT OF BEGINNING
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mAIKAY. SI.PI
EXHIBIT itA It PAGE 3 OF 4
LIMITS OF FALLON VILLAGE GRAD
SEE EXHIBIT B FOR DESCTlPTlON
CITY OF DUBLIN, COUNTY OF ALAMEDA, CALIFORNIA
CIVIL ENGINEERING-LAND PLANNING_LAND SURVEYING
Pleosonlon. CA (925) - 225-0690
MTE SCALE JOB NO.
03-21-07 1.=60' 19149-10
7-13-2007
13:57:33 mwehber P: \ 19149 Vegols\ GHAD-/egols-overoll\ GHADPARCfLS1&2.dwg
EXHIBIT "A"
LIMITS OF FALLON VILLAGE GRAD
SEE EXHIBIT B FOR DESCRIPTION
CITY OF DUBLIN, COUNTY OF ALAMEDA, CALIFORNIA
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EXHIBIT
" A"
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SCALE: ,. = 50'
50'
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23
55"
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LEGEND:
POB POINT OF BEGINNING
PARCEL MAP 9206
(292 M 16)
NW PROPERTY CORNER
OF FIRST AMERICAN
TITLE GUARANTY CO.
__________t
GHAD PARCEL 5
',582% SQ. n.
(0.11% AC.)
FIRST AMERICAN TITLE
GUARANTY COMPANY
APN 985-0027-007
DOCI 1998-388140
(JORDAN RANCH)
PAGE 4 Of 4
lDleDY. SOIlPS
DRAWN
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DATE
7-13-07
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Page 10f6
EXlDBIT B
BOUNDARY OF THE DISTRICT AREA
(PROPERTY DESCRIPTION)
ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY OF DUBLIN, COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, BEING ALL OF THE NORTHWEST QUARTER OF SECTION
35 AS DESCRIBED IN SERIES No. 2003-108250, ALAMEDA COUNTY RECORDS, AS WELL AS A
PORTION OF THE SOUTH HALF OF SECTION 27 AND A PORTION OF THE NORTH HALF OF
SECTION 34, TOWNSHIP 2 SOUTH, RANGE 1 EAST, MOUNT DIABLO BASE AND MERIDIAN,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PARCELl
BEGINNING AT THE COMMON QUARTER CORNER OF SECTIONS 26 AND 27 AS SHOWN ON
PARCEL MAP 9208, RECORDED IN BOOK 292 OF MAPS PAGES 16-17, ALAMEDA COUNTY
RECORDS; THENCE ALONG THE SECTION LINE OF SECTIONS 26 AND 27, SAID SECTION LINE
BEING ALSO THE WESTERLY LINE OF THE MUEHLHAUSER TRUST, SERIES No. 2002-097480,
ALAMEDA COUNTY RECORDS, SOUTII 00048'41" WEST 2,642.65 FEET, TO THE COMMON
SECTION CORNER OF SECTIONS 26, 27, 34, AND 35;
THENCE ALONG THE COMMON SECTION LINE OF SECTIONS 34 AND 35, SAID SECTION LINE
BEING ALSO THE WESTERLY LINE OF DUBLIN INVESTORS, LLC, SERIES No. 2003-108250,
ALAMEDA COUNTY RECORDS, SOUTII 00044'28" WEST 2,635.93 FEET, TO THE COMMON
,QUARTER CORNER OF SECTIONS 34 AND 35;
THENCE ALONG THE EAST -WEST QUARTER SECTION LINE ENTERING SECfION 34, SAID
EAST-WEST QUARTER SECTION LINE BEING ALSO THE NORTHERLY LINE OF FIRST
AMERICAN TITLE GUARANTEE CO., SERIES No. 1998-388140, ALAMEDA COUNTY RECORDS,
NORTH 89051'52" WEST 2,651.00 FEET;
THENCE LEAVING SAID EAST-WEST QUARTER SECTION LINE ALONG THE WESTERLY LINES
OF PARCEL "A" OF SAID PARCEL MAP 9208, THE FOLLOWING SIX (6) COURSES:
1) NORTH 33045'20" WEST 128.91 FEET;
2) NORTH 22056'58" WEST 83.13 FEET;
3) NORTH 10041'42" WEST 61.76 FEET;
4) NORTH 03058'13" WEST 101.75 FEET;
5) NORTH 03049'18" EAST 159.00 FEET;
6) NORTH 30035'37" WEST 33.48 FEET;
THENCE LEAVING SAID WESTERLY LINE OF PARCEL "A" ALONG THE WESTERLY LINE OF
PARCEL "A", PER No. LLA 07-01 SERIES No. 2007-200946, ALAMEDA COUNTY RECORDS THE
FOLLOWING THIRTY-NINE (39) COURSES:
1) SOUTIl66040'50" WEST 92.39 FEET TO A NON-TANGENT CURVE;
2) THENCE ALONG SAID NON- TANGENT CURVE TO THE LEFT, FROM WIDCH THE RADIUS
POINT BEARS SOUTIl66040'50" WEST, HAVING A RADIUS OF 1,100.00 FEET; THROUGH A
CENTRAL ANGLE OF 05019'52", FOR AN ARC DISTANCE OF 102.35 FEET;
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3) NORTH 28039'03" WEST 58.57 FEET TO A POINT OF CURVATURE;
4) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 FEET,
THROUGH A CENTRAL ANGLE OF 11047'55", FOR AN ARC DISTANCE OF 16.47 FEET; TO A
POINT OF REVERSE CURVATURE;
5) THENCE ALONG SAID REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET,
THROUGH A CENTRAL ANGLE OF 54001'09", FORAN ARC DISTANCE OF 141.42 FEET;
6) NORTH 70052'17" WEST 6.55 FEET TO A POINT OF CURVATURE;
7) THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 120.00 FEET,
THROUGH A CENTRAL ANGLE OF 19007'43 ", FOR AN ARC DISTANCE OF 40.06 FEET;
8) NORTH 90000'00" WEST 189.85 FEET TO A NON-TANGENT CURVE;
9) THENCE ALONG SAID NON-TANGENT CURVE TO THE LEFT, FROM WIDCH THE RADIUS
POINT BEARS SOUTII 89057'24" WEST, HAVING A RADIUS OF 886.00 FEET; THROUGH A
CENTRAL ANGLE OF 32031'05", FOR AN ARC DISTANCE OF 502.85 FEET;
10) NORTH 53002'51" EAST 195.67 FEET;
11) NORTH 28007'47" EAST 284.00 FEET;
12) NORTH 49041'57" EAST 122.85 FEET; TO A POINT OF CURVATURE;
13) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 42.00 FEET,
THROUGH A CENTRAL ANGLE OF 59026'40", FOR AN ARC DISTANCE OF 43.58 FEET;
14) SOUTH 70051'23" EAST 49.05 FEET;
15) SOUTH 75022'09" EAST 45.89 FEET;
16) NORTH 90000'00" EAST 58.47 FEET;
17) NORTH 69008'47" EAST 31.73 FEET;
18) NORTH 58052'28" EAST 119.88 FEET;
19) NORTH 10047' 11" WEST 268.63 FEET;
20) NORTH 07019'39" WEST 250.02 FEET;
21) NORTH 20043'33" WEST 90.89 FEET;
22) NORTH 12041'35" WEST 30.86 FEET;
23) NORTH 00044'30" WEST 120.97 FEET;
24) NORTH 17041'12" WEST 147.19 FEET;
25) NORTH 00019'22" WEST 106.46 FEET;
26) NORTH 17050'10" EAST 64.19 FEET;
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27) NORTH 02018'30" EAST 81.36 FEET;
28) NORTH 16041'10" EAST 51.40 FEET;
29) NORTH 37018'42" EAST 65.35 FEET;
30) NORTH 21023'28" EAST 200.71 FEET;
31) NORTH 71006'39" WEST 99.04 FEET;
32) NORTH 50042'23" WEST 48.07 FEET;
33) NORTH 21032'10" WEST 88.40 FEET;
34) NORTH 14025'13" WEST 134.28 FEET;
35) NORTH 10057'46" WEST 96.03 FEET;
36) NORTH 00039'24" EAST 140.60 FEET TO A POINT OF CURVATURE;
37) THENCE ALONG A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 291.02 FEET,
THROUGH A CENTRAL ANGLE OF 49058'40", FOR AN ARC DISTANCE OF 253.85 FEET;
38) NORTH 71020'52" EAST 82.06 FEET;
39) SOUTH 52039'14" EAST 39.69 PEEr; TO THE WESTERLY LINE OF PARCEL "D" OF SAID
PARCEL MAP 9208;
THENCE ALONG SAID WESTERLY LINE OF PARCEL "D" THE FOLLOWING TWO (2) COURSES:
I) NORTH 48046'28" EAST 1,739.56 FEET;
2) NORTH 00009'11" WEST 235.96 FEET TO A POINT ON THE QUARTER SECTION LINE OF
SECTION 27, SAID SECfION LINE BEING ALSO THE SOUTHERLY LINE OF ACACIA
PARTNERS, SERIES No. 2005-037868, ALAMEDA COUNTY RECORDS, AND THE
NORTHERLY LINE OF SAID PARCEL "D";
THENCE ALONG SAID QUARTER SECTION LINE SOUTH 89040'26" EAST 1,485.76 FEET; TO THE
POINT OF BEGINNING.
CONT AINlNG 328.57 ACRES, MORE OR LESS.
PARCEL 2
BEGINNING AT THE COMMON CORNER OF SECTIONS 26, 27, 34, AND 35 THENCE ALONG THE
SECTION LINE OF SECTIONS 26 AND 35, SAID SECfION LINE ALSO BEING THE SOUTHERLY
LINE OF THE MUEHLHAUSER TRUST, RECORDED IN SERIES No. 2002-097480, ALAMEDA
COUNTY RECORDS, SOUTH 88043'28" EAST 2640.61 FEET TO THE NORTH QUARTER CORNER
OF SECTION 35;
THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SECfION 35, SAID
QUARTER SECTION LINE BEING ALSO THE WESTERLY LINE OF ACACIA PARTNERS,
RECORDED IN SERIES No. 2005-037867, ALAMEDA COUNTY RECORDS, SOUTH 00055'27" WEST
2636.26 FEET TO THE CENTER QUARTER CORNER OF SECfION 35;
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THENCE ALONG THE EAST-WEST QUARTER SECTION LINE OF SECTION 35, SAID QUARTER
SECTION LINE BEING ALSO THE NORTHERLY LINE OF CROAK, RECORDED IN SERIES No. 79-
229985,ALAMEDA COUNTY RECORDS; NORTH 88043'19" WEST 2631.95 FEET TO TIlE WEST
QUARTER CORNER OF SECTION AND 35;
THENCE ALONG THE COMMON SECTION LINE OF SECTIONS 34 AND 35, BEING ALSO THE
EASTERLY LINE OF PARCELS "c" AND "D" OF PARCEL MAP 9208, BOOK 292 OF MAPS PAGES
16-17, ALAMEDA COUNTY RECORDS; NORTH 00044'09" EAST 2636.21 FEET TO TIlE POINT OF
BEGINNING.
BEARINGS, DISTANCES AND AREA CALCULATION ARE BASED ON RECORD OF SURVEY No.
1675, BOOK 25 RECORD OF SURVEYS PAGES 31-32 ALAMEDA COUNTY RECORDS.
CONTAINING 159.54 ACRES, MORE OR LESS.
PARCEL 3
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF DUBLIN, COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF FALLON ROAD AS SHOWN ON
TRACT MAP 7281, FILED SEPTEMBER 3,2004 IN BOOK 277 OF MAPS PAGES 82-88, AND TRACT
MAP 7142 FILED AUGUST 21, 2001 IN BOOK 261 OF MAPS PAGES 5-10, ALAMEDA COUNTY
RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF PARCEL 18 AS SHOWN ON SAID TRACT MAP
7281, THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 18, COINCIDENT WITH THE
SOUTHERLY LINE OF FALLON ROAD, ALONG A CURVE TO THE LEFT WITH A RADIUS OF
1360.00 FEET, FROM WIDCH THE RADIUS POINT BEARS SOUTH 43011 '36" WEST, THROUGH A
CENTRAL ANGLE OF 04006'24", FOR AN ARC DISTANCE OF 97.48 FEET;
THENCE LEAVING SAID NORTHERLY LINE, AND ENTERING SAID FALLON ROAD, THE
FOLLOWING 4 COURSES:
1) NORTII 60015'10" EAST 31.43 FEET;
2) ALONG A TANGENT CURVE TO THE LEFf WITH A RADIUS OF 466.00 FEET, THROUGH
A CENTRAL ANGLE OF 09005'56" FOR AN ARC DISTANCE OF 74.00 FEET TO THE
CENTERLINE OF OLD FALLON ROAD, A 60 FOOT RIGlIT OF WAY;
3) THENCE ALONG SAID CENTERLINE ALONG A NON TANGENT CURVE TO THE LEFT
WITH A RADIUS OF 800.55 FEET, FROM WillCH THE RADIUS POINT BEARS SOUTH
80"09'45" EAST, THROUGH A CENTRAL ANGLE OF 03030'34", FOR AN ARC DISTANCE
OF 49.04 FEET;
4) TIlENCE SOUTH 06019'16" WEST 73.27 FEET TO THE POINT OF BEGINNING.
CONTAINING 4,645 SQUARE FEET MORE OR LESS.
PARCEL 4
ALL THAT CERTAIN REAL PROPERTY SITUATED IN CITY OF DUBLIN, COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, BEING PARCEL 18 AS SHOWN ON TRACT MAP 7281,
RECORDED IN BOOK 277 OF MAPS PAGES 82-88, ALAMEDA COUNTY RECORDS, EXCEPTING
FROM SAID PARCEL 18 THAT PORTION CONVEYED TO THE CITY OF DUBLIN AS DESCRIBED
IN SERIES No. ~ ALAMEDA COUNTY RECORDS,
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PARCEL 4 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF PARCEL 18 AS SHOWN ON SAID TRACT MAP
7281, THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 18, COINCIDENT WITH THE
SOUTHERLY LINE OF FALLON ROAD, ALONG A CURVE TO THE LEFT WITH A RADIUS OF
1360.00 FEET, FROM WHICH THE RADIUS POINT BEARS SOlITH 43011 '36" WEST, THROUGH A
CENTRAL ANGLE OF 04006'24", FOR AN ARC DISTANCE OF 97.48 FEET, TO THE EASTERLY
LINE OF THE PORTION CONVEYED TO THE CITY OF DUBLIN IN SERIES No. _---J
ALAMEDA COUNTY RECORDS;
THENCE LEAVING SAID NORTHERLY LINE AND ALONG SAID EASTERLY LINE THE
FOLLOWING FOUR (4) COURSES:
1) SOUTH 60015'10" WEST 8.38 FEET; TO A TANGENT CURVE;
2) ALONG SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 28.00 FEET,
THROUGH A CENTRAL ANGLE OF 85049'59"; FOR AN ARC DISTANCE OF 41.95 FEET; TO A
POINT OF REVERSE CURVATURE;
3) ALONG SAID REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 1,073.00 FEET,
THROUGH A CENTRAL ANGLE OF 09041'14", FORAN ARC DISTANCE OF 181.42 FEET; TO A
POINT OF COMPOUND CURVATURE;
4) ALONG SAID COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 237.00 FEET,
THROUGH A CENTRAL ANGLE OF 09020'51", FOR AN ARC DISTANCE OF 38.67 FEET, TO
THE EASTERLY LINE OF SAID PARCEL 18;
THENCE ALONG SAID EASTERLY LINE NORTH 06019'16" EAST 184.91 FEET, TO THE POINT OF
BEGINNING.
CONT AlNTNG 10,082 SQUARE FEET, MORE OR LESS
PARCEL 5
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY DUBLIN, COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF THE PROPERTY OF FIRST
AMERICAN TITLE GUARANTY COMPANY, A CALIFORNIA CORPORATION, UNDER HOLDING
AGREEMENT No. 592930, AS DESCRIBED AND RECORDED IN SERIES NO. 1998-388140,
ALAMEDA COUNTY RECORDS AND BEING MORE P ARTICULARL Y DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWESTERLY CORNER OF SAID FIRST AMERICAN PROPERTY,
THENCE ALONG THE NORTHERLY LINE OF SAID PROPERTY, SOUTH 89051'52" EAST 86.66
FEET;
THENCE LEAVING SAID NORTHERLY LINE AND ENTERING SAID PROPERTY, SOUTH 22021'46"
WEST 136.08 FEET TO A POINT ON THE WESTERLY LINE OF SAID FIRST AMERICAN
PROPERTY;
THENCE ALONG SAID WESTERLY LINE THE FOLLOWING TWO (2) COURSES:
1) ALONG A NON-TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 199.76 FEET, FROM
WHICH THE RADIUS POINT BEARS NORTH 87002'08" WEST; THROUGH A CENTRAL ANGLE
OF 31011'45", FOR AN ARC DISTANCE OF 108.76 FEET;
2) NORTH 28013'53" WEST 24.09 FEET; TO THE POINT OF BEGINNING.
P:\19149\1egals\GHAD-legals-overall\LEGAL-OVERALL.doc
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APPROXIMA 1E LOCATION OF TEST PIT (ENGEO, 2000)
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APPROXIMATE LOCATION OF BORING (ENGEO, 2000)
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Page 6 of 6
CONTAINING 4,582 SQUARE FEET, MORE OR LESS.
SEE EXHIBIT A FOR DISTRICT BOUNDARY MAP
END OF DESCRIPTION.
mACKAY' sa.ps
CML ENGINEERING'LAND PLANNING 'LAND SURVEYING
5142 Franldln Drive Suite S. Pleasanton. CA. 94588-3355
(925) 225-0690
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(p~ao lOb
OPERATIONS AND MAINTENANCE MANUAL
FOR BIORETENTION FACILITIES
TRACT 7586 AT FALLON VILLAGE
ALAMEDA COUNTY, CALIFORNIA
PREPARED FOR
BRADDOCK & LOGAN SERVICES, INC.
DANVILLE, CALIFORNIA
PREPARED BY
ENGEOINCORPORATED
PROJECT NO. 4663.1.006.04
DECEMBER 5, 2006
REVISED FEBRUARY 8, 2007
COPYRIGHT i1:I 2007 BY ENGEO INCORPORATED. THIS DOCUMENT
MA Y NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS
WHATSOEVER, NOR MAY IT BE QUOTED OR EXCERPTED WITHOUT
THE EXPRESS WRITfEN CONSENT OF ENGEO INCORPORATED.
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OPERATIONS AND MAINTENANCE MANUAL
FOR BIORETENTION FACILITIES
TRACT 7586 AT FALLON VILLAGE
ALAMEDA COUNTY
CALIFORNIA
~lEfJl~
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ENGEO,
INCORPORATED
TABLE OF CONTENTS
Page.
1.0 INTRODUCTION............................................................................................................. 1
1.1 General Policy and Goals................................................................................................ 1
2.0 FACILITY DESCRIPTIONS ............. ..... ................ ........ .......... .................. .......... .......... 3
2.1 B ioretention F aci lities..................................................................................................... 3
3.0 FACILITY OPERATIONS AND MAINTENANCE .................................................... 4
3.1 Landscape MaintenanceIPlant Replacement................................... ............ .................... 6
3.2 Debris Control................................................................................................................. 7
3.3 Drainage and Filter Medium Monitoring and Maintenance ........................................... 7
3.4 Access Road Monitoring............................................................................................... 10
4.0 MONITORING AND MAINTENANCE SCHEDULE............................................... 11
BIORETENTION FACILITY MONITORING REPORT FORM
REFERENCES
FIGURES
IMPROVEMENT PLANS FOR BIORETENTION CELLS
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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1.0 INTRODUCTION
As part of State requirements for obtaining a Clean Water Act Section 401 Water Quality
Certification and addressing Alameda County requirements for meeting the NPDES Municipal
Stormwater Permit, several bioretention facilities have been designed for implementation at
Tract 7586 of Fallon Village (the Project). The goal of this document is to provide the reader
with an understanding of how the facilities are designed to operate and to describe a maintenance
program that should provide for optimum function ofthe facilities. This document is required to
meet Condition of Approval No.9 as stated in the Water Quality Certification for the Fallon
Village Project from the San Francisco Regional Water Quality Control Board (RWQCB), dated
August 7, 2006. It is anticipated that the facilities will not require extensive maintenance;
however, routine monitoring and minor maintenance is necessary since the facilities are part of
the Project's storm drain system.
1.1 General Policy and Goals
This draft Operations and Maintenance Manual (OMM) is based on the requirements of both the
County National Pollution Discharge Elimination System (NPDES) permit, and the RWQCB
Water Quality Certification Condition No.9.
The subject water quality facilities should be maintained with a focus on providing the services
needed to accomplish drainage and water quality goals, performance standards and priorities as
outlined in this document and in the project Stormwater Management Plan (ENGEO,
February 23, 2006). The objectives of this OMM are intended to support NPDES elements and
long-term best management practices (BMPs), as well as Project Conditions of Approval by
maintaining safe, effective and high-quality water treatment facilities.
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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The goals for maintenance and monitoring of water quality treatment facilities at the Project are:
. Maintain the bioretention facilities as all-season water quality facilities.
. Preserve the structural integrity and intended capacity of these facilities.
. Monitor these facilities for public safety and proper functioning.
. Prepare maintenance and monitoring reports for these facilities.
· Provide for any repair work associated with maintenance of these facilities.
This OMM provides a structured monitoring and maintenance program including a plan
regarding the frequency of monitoring, maintenance triggers and corrective measures. Drainage
facility maintenance is an integral part of the process to provide proper function, promote public
health and safety, and protect the development improvements from erosion and other natural
processes. This document can function as a manual for the Project as it is presently proposed.
It may be necessary to amend portions of this document to accommodate land use changes or
unforeseen conditions. Modifications must be consistent with the goals and intentions of both the
resource and public agencies.
4663.1.006.04
December 5, 2006
Revised February 8, 2007
2
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2.0 FACILITY DESCRIPTIONS
2.1 Bioretention Facilities
This Project is located in Alameda County (Figure I), and includes four water quality features
labeled Bioretention Cell No. I through Bioretention Cell No.4 as shown on Figure 2 (also see
Improvement Plans). The bioretention facilities require periodic monitoring and maintenance to
keep the outlet and inlet structures free of blockage, to remove litter and debris, to ensure proper
filtering and drainage, and to maintain the facilities for aesthetics. Facility maintenance should
include vegetation pruning, inlet and outlet cleaning and observation of the structural
components for structural integrity. The facilities are designed to remain free draining. If
standing water is found for an extended period oftime (defined as greater than two hours) within
any of the facilities during any monitoring event, the facility and/or piping leaving the facility
may not be functioning properly. In this case, maintenance may be required so that the facility in
question remains self-draining within the time frame noted.
The bioretention facilities have been designed for water quality purposes only. These facilities
are not intended to be used as a park, playground, recreational area or parking area. The
bioretention cells should not be walked or driven on, except when necessary for maintenance
reasons. Because the facilities are designed to pond water a depth of six inches, access should
also be restricted due to safety reasons. Signs and/or fencing at the perimeter of the bioretention
facilities should be installed to prohibit homeowners and/or pedestrians from walking on the
bioretention facilities. For example, a sign may read "This bioretention area has been
constructed for water quality purposes. For your safety and for the protection of water quality in
this neighborhood, please stay out of this area."
4663.1.006.04
December 5, 2006
Revised February 8, 2007
3
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3.0 FACILITY OPERATIONS AND MAINTENANCE
Facility function for urban pollutant filtering should be maintained; for this reason, vegetation is
planned in the facilities to aid in biological and chemical reactions. Plants are important for
proper functioning, but should not be allowed to become so extensive that their root systems clog
the subdrains. Pruning, removal and replacement with smaller specimens, as well as normal
plant care are anticipated only to the extent that they do not hinder infiltration of water. The
bioretention facilities are designed with a veneer of organic material such as well-drained mulch.
The consistency of this medium should not be altered during maintenance unless specifically
reviewed and accepted by ENGEO.
Pesticides and herbicides should generally not be used within the facilities as the chemicals
would add significantly to the pollutant load and might cause adverse changes in the biotic mix
necessary for proper facility function. Pesticide use should be limited and only applied if
absolutely necessary for mosquito control, with input from Alameda County Mosquito
Abatement District, applicable resource agencies, and in conformance with all applicable rules
and regulations.
The following general maintenance activities are considered appropriate for the storm water
quality bioretention elements at Tract 7586 of Fallon Village and will be discussed in more detail
in following sections:
1. Landscape Maintenance - The bioretention facilities will require landscape maintenance to
control vegetation growth and improve appearance. Maintenance should limit the vegetation
height, allow for a neat appearance and provide for adequate surface flow capacity.
Maintenance should be in keeping with generally acceptable landscape maintenance
practices.
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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2. Plant Replacement - All plant replacement materials should be able to tolerate saturated soil
conditions for the length of time anticipated in the design storm event (one hour), as well as
other anticipated runoff constituents. The bioretention facilities should be planted with
vegetation having low water, fertilizer and pesticide requirements. Please refer to the
planting palette listed on the Planting Plans for recommended plant types.
3. Debris Control - Litter and debris blocking the bioretention cell filter media could contribute
to flooding and should be removed. Regular debris removal should be undertaken. This
includes removal of woody vegetation blocking the flow path, removal of debris blocking
facility outlets and inlets and removal of general litter from all facilities.
4. Drainage Monitoring - Because the bioretention cells are designed as filters, it is important
that the facilities are draining at appropriate rates, and are not experiencing over-saturation or
excessive ponding. Drainage monitoring should be used to record long-term changes in the
system and highlight any needed maintenance to either surface or subdrainage, including the
riser pIpes.
5. Filter Medium Monitoring - Replacement of the sand or other media within bioretention cells
should not be necessary as part of maintenance activities unless evidence of excessive
saturation or ponding is noted during repeated monitoring and the integrity of the discharge
piping has been established as functional. The design life of the filter system is generally
greater than 50 years (CELSOC, November 2004). Filter medium replacement in such cases
would improve aesthetics or repair systems damaged by high pollutant loads or excessive
pesticide/herbicide accumulation. The original percentage of native soil in the sandy
medium (specified on the Improvement Plans) should be repeated in any new medium placed
in the facilities unless specifically approved by ENGEO.
6. Access Road Monitoring - Access roads should be monitored and maintained in a condition
suitable for access vehicle travel. Maintenance should include reapplication of gravel or
other surfacing as necessary to provide access for service vehicles.
As currently planned, the above maintenance will be undertaken by the project Geologic Hazard
Abatement District (GHAD). The GHAD will maintain and manage the bioreteption facilities'
water quality and drainage aspects and related drainage facilities as soon as construction has
been completed. The GHAD will provide landscape contracting, maintenance and litter control
within common areas, including the bioretention facilities.
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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3.1 Landscape MaintenancelPlant Replacement
Vegetation should be planted and allowed to become established in the facilities; however, any
planting should be irrigated by low-flow drip emitters only. Plant establishment is important
because many of the chemical and biological processes that remove pollutants from the system
are enhanced by plant growth. Landscape maintenance should include applicable pruning, light
feeding, drip irrigation maintenance and annual mulch replacement.
A 2-inch veneer of organic planting medium such as mulch should be reapplied annually. The
consistency of this medium should not be altered from that indicated on the Improvement Plans
during landscape maintenance unless specifically reviewed and accepted by the Soil Engineer.
The mulch layer is important to the bioretention facilities and serves an important function for
metals and bacteria removal. The new layer of mulch can be applied over the older layer from
the previous year.
As stated previously, the use of pesticides and herbicides should not be used excessively within
the bioretention facilities as the chemicals would add significantly to the pollutant load treated in
the facilities and might cause adverse changes in the biotic mix necessary for proper facilities
function.
Stones and hardscape used in landscaping must not be continuous over the surface of the
bioretention facilities, but can be incorporated into the landscaping plan with prior approval from
ENGEO Incorporated or the Project Engineer. In no case should any portion of the bioretention
cell be paved or have any surfacing applied. Access roadways within the facilities are acceptable
as long as the road base is freely draining and has an appropriate bearing capacity.
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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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, fertilizer and pesticide
requirements. A suggested plant palette is shown on the Planting Plans. Plants can be pruned
and lightly fed, as well as serviced with drip irrigation as long as the irrigation system is
maintained in a proper working condition. Irrigation systems should not be allowed to leak or
malfunction such that excess water is allowed to enter the water quality facilities. An
observation of continuous flow in the outfall pipes could be an indication of irrigation system
malfunction or overwatering and should be followed up with a system check for proper function.
In summary, the maintenance and monitoring procedures for landscape maintenance and plant
replacement should include:
· Pruning, mowing, and light feeding as applicable.
· Checking for proper irrigation system function.
· Annual mulching.
· Observation of stressed or dead vegetation.
· Scheduling for replacement of stressed or dead vegetation.
3.2 Debris Control
Maintenance should include routine removal of litter and debris. This removal is anticipated as
part of a routine maintenance program and can be incorporated into the landscape maintenance
plan. Maintenance may include trash pick-up and removal, raking and removal of leaves/litter,
etc.
3.3 Drainage and Filter Medium Monitoring and Maintenance
The facilities are designed with diversion structures (weir boxes) so that higher flow events will
by-pass the facilities and remain in the project storm drain system. If standing water or soggy,
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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saturated soil medium is noted during monitoring, it may be an indication of subdrain or outfalI
clogging and both the subdrain and outfall should be checked for integrity and proper function.
The bioretention inflows, inlet and outfalls must be maintained in working condition, free of
obstruction and freely draining.
The bioretention facilities should be monitored for proper function and public safety. Of
particular importance is maintaining the ability of the facilities to filter stormwater without
clogging or becoming saturated. The facilities are designed to filter the 85th percentile runoff
event (approximately the first I inch of rainfall runoff) and must function as water quality
treatment facilities even if used additionally for aesthetic uses. To this end, the facilities must
not be capped with clayey soils, paved or parked on for extended time or covered. Additionally,
the bioretention facilities should not be used as recreational areas, and should not be walked or
driven on except for maintenance reasons.
It is anticipated that the rock aprons for energy dissipation located where water enters the
bioretention cells may need periodic maintenance and replacement ifthere is sediment buildup in
this location. The purpose of the rock aprons is to slow the water entering the bioretention cell,
and also to trap suspended sediments in the rock prior to the water flowing onto the surface of
the bioretention cell. Therefore, sediment buildup is expected on the rock apron and on the filter
fabric beneath the rock. If sediment buildup has accumulated on the rock apron such that it
appears that the rocks are not trapping sediment/debris or the void spaces between rocks are
filled with sediment/debris, this is a trigger for replacement of the rock apron. To replace the
rock apron, the filter fabric and rock should be removed and the filter fabric replaced with fresh
material equal to that specified on the Improvement Plans. The rock can be reused if not coated
with clayey soil.
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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The surface of the facilities at the inflow locations must be regularly cleared of any excess clayey
sediment and leafy material to enable proper flow characteristics. If sediment, leafy material or
other debris is accumulating such that it has created a continuous cover over any portion of the
bioretention cell, this should trigger the need to remove the buildup. Failure to do so can create
the potential for inefficient functioning.
The surface drainage and filter medium function should be monitored at least three times yearly,
in May, August and November, with additional monitoring within two working days after
significant storm events (i.e. I inch or more of rainfall in a 24-hour period) to evaluate the
function of the bioretention facilities. A weather forecasting website such as
www.accuweather.com can be used to track rainfall amounts. Although the number of major
storm events varies from year to year, a rain event of I inch or more in a 24-hour period occurs
on average roughly 3.5 times per year, but could be as many as twelve or more times per year.
The results of the monitoring will be included in June, September and December monitoring
reports. Inflow and outflow structures and subdrain cleanouts should additionally be checked for
proper function and condition and repaired or replaced as necessary.
As stated above, filter medium functioning should be observed three times yearly and
additionally after major storm events. Observations that may indicate filter medium malfunction
include but are not limited to excessive ponding, saturation and/or plant mortality. Excessive
ponding or saturation should be defined as saturation or ponding of water for more than two
consecutive hours. If excess ponding/saturation is observed, it should first be checked that the
subdrain system is. functioning properly. The subdrain should be evaluated for proper
functioning by periodically checking the outfall to note if water is freely draining from the
bioretention cell. If it is determined that the subdrain is not clogged or broken, this would
warrant the need to replace all or a portion of the filter medium. It is expected that if
malfunction of filter medium were to occur, it would most likely occur in the areas where water
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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immediately enters the bioretention cell, i.e. in the vicinity of the rock aprons. If filter medium is
to be replaced, ENGEO should be consulted to confirm the locations of replacement and for
observation of replacement activities. The entire depth of the filter medium should be replaced
to the depth of the subdrain.
In summary, the maintenance and monitoring procedures for the surface, subsurface and medium
drainage should include:
· Observing inflow, inlet, spillway and outfall locations for function.
· Checking for soggy or saturated soil medium.
· Repairing broken or blocked piping.
· Replacing the inlet rock apron filter fabric as needed if sediment build-up is visible.
· Observation of the filter medium for any bare patches or rills on the surface on the
bioretention facilities.
· Observations ofthe berms surrounding the bioretention cells for any bare patches, rills or
slumping.
3.4 Access Road Monitoring
Access roads should be checked annually to determine if the access road is suitable for vehicle
access to the bioretention cell. If needed, an application of gravel or other surfacing should be
applied to the access road. The access road should be checked for erosion, rills or other
problems that may affect the integrity of the access road.
4663.1.006.04
December 5, 2006
Revised February 8, 2007
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4.0 MONITORING AND MAINTENANCE SCHEDULE
The following schedule for monitoring and maintenance is recommended. The schedule may be
modified as needed when conditions change in order to fulfill the overall facility maintenance
goals. Monitoring visits can be performed on the following schedule:
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l.a. Pruning and light feeding
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l.b. Check for proper irrigation
s stem function
I.e. Reapply Mulch
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3.a. Check for standing water or
soggy, saturated soil medium.
3.b. Surface offacility at inflow
locations should be cleared of
excess clayey sediment, leaves
or other debris.
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4663.1.006.04
December 5, 2006
Revised February 8, 2007
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Monthly
Monthly
Yearly
Three times yearly (May,
August and November) and
additionally within two
working days after storm
events with rainfall exceeding
I inch in 24 hours.
Three times yearly (May,
August and November) and
additionally within two
working days after storm
events with rainfall exceeding
1 inch in 24 hours.
11
Check plant height and health,
and prune plants over three feet
in height. Ifneeded, plant
replacement should be able to
tolerate saturated soils, and
should have low water,
fertilizer and pesticide
requirements. Please refer to
planting palette specified on the
1m rovement Plans.
Repair irrigation system as
needed.
Apply 2~inch mulch layer
yearly. Can be applied over
revious la ers.
Replace filter medium as
necessary .
Remove debris as necessary.
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ENGEO
ITEM
SCHEDULE
3.c. Check for sediment buildup Yearly
at rock apron inlet protection.
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3.d. Check inflow and outflow
structures for clogging, and
check subdrain cIeanouts.
Three times yearly (May,
August and November) and
additionally within two
working days after stonn
events with rainfall exceeding
1 inch in 24 hours.
INCORPORATED
MAINTENANCE/REP AIR
Remove filter fabric and rock.
Clean rock, replace filter fabric
as needed.
Clean/repair as necessary.
Repair any broken or blocked
piping.
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4.a. Check that access road is
suitable for vehicle access
Reapply gravel or other
surfacing as necessary.
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4663.1.006.04
December 5, 2006
Revised February 8, 2007
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INCORPORA TED
BIORETENTION FACILITY MONITORING PROGRAM
MONITORING REPORT FORM
Please refer to the improvement plans included in the project Operations and Maintenance Manual for
bioretention cell locations.
This monitoring report form is being completed for:
o Bioretention Cell #1 0 Bioretention Cell #2 0 Bioretention Cell #3 0 Bioretention Cell #4
A separate monitoring form should be completed for each bioretention facility.
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Reason for inspection:
o Scheduled inspection (in May, August or November)
o Inspection after major rain event (greater than one inch in 24 hours)
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Inspector Name:
Company:
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Date ofInspection:
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Date of Last Inspection:
Plant Health (check durin\! every inspection):
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Do plants appear to be in generally good health?
DYes 0 No
Are plants over three feet in height (excluding trees)?
DYes 0 No
Does it appear that the top layer of mulch needs to be replaced?
DYes 0 No
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Describe Conditions:
Corrective Actions (if needed):
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4663.1.006.04
December 5, 2006
Revised February 8, 2007
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ENf3EO
INCORPORATED
Irri!!ation System Functionin!! (check durin!! every inspection):
Does irrigation system appear to be functioning properly?
DYes 0 No
Describe Conditions:
Corrective Actions (if needed):
Draina!!e and Filter Medium Monitorine (check in Mav, Au!!ust and November, and additionallv
after lan!e storm events):
Is standing water or soggy, saturated soil present in the bioretention cell?
DYes 0 No
Is there a build-up of excess clayey sediment, leaves or other debris at the
surface of facility at inflow locations?
DYes 0 No
Is there a sediment build-up at the locations of rock apron inlet protection?
DYes 0 No
Are any of the inflow or outflow structures clogged with sediment/debris?
DYes 0 No
Is water draining freely from the subdrain system?
DYes 0 No
Describe Conditions:
Corrective Actions (if needed):
Access Road Monitorin!! (check once per year):
Is access road is suitable for vehicle access?
DYes 0 No
4663.1.006.04
December 5,2006
Revised February 8, 2007
2
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ENGE0.
INCORPORA TED
Describe Conditions:
Corrective Actions (if needed):
Other (check durin!?: every inspection):
Is litter/garbage present within the bioretention cells?
DYes 0 No
Describe Conditions:
Corrective Actions (if needed):
4663.1.006.04
December 5, 2006
Revised February 8, 2007
3
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ENGE().
INCORPORATED
SELECTED REFERENCES
1. Bedient, Philip and Huber, Wayne; Hydrology and Floodplain Analysis, Third Edition;
Prentice-Hall, Inc., @ 2002.
2. CELSOC, November 29,2004, Low Impact Development Workshop by Larry S. Coffman.
3. Contra Costa Clean Water Program, Storm water C.3 Guidebook, Third Edition, dated
October 2006.
4. ENGEO Inc.; Stormwater Quality and Hydrograph Management Plan, Tract 7586 at Fallon
Village, Alameda, California; February 23, 2006; Project No. 4663 .1.006.0 1.
4663.1.006.04
December 5,2006
Revised February 8, 2007
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4663.] .006.04
December 5, 2006
Revised February 8, 2007
LIST OF FIGURES
Figure ]
Site Vicinity Map
Figure 2
Site Plan
Figure 3
Typical Bioretention Cell Detail
~5 Jb lOb
ENGE0
INCORPORATED
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(JORDAN PARCEL)
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0 FEET 2000
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0 BASE MAP SOURCE: THOMAS BROTHERS
ENGEO VICINITY MAP PROJECT NO.: 4663.1.006.04 FIGURE NO
I FALLON VILLAGE O&M MANUAL FOR BIORETENTION DATE: OcrOBER 2006 1
INCORPORATED
EXCELLENT SERVICE SINCE 1971 DUBLIN, CALIFORNIA DRAWN BY: DLB CHECKED BY: JB
: ra Ing -0 Ie ap . -0 ORIGINAL FIGURE PRINTED IN COLOR
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EXPLANATION
APPROXIMATE LOCA nON OF PROPOSED OPEN SPACE STORM DRAIN TO CREEK
FALLON VILLAGE PROJECf BOUNDARY
WATERSHED BOUNDAR Y (MACKAY AND SOMPS, DECEMBER 2(03)
_ APPROXIMATE BIORETENTION CELL LOCATION
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FIGURE NO.
ENGEO
INCORPORATED
EXCEUENT SERVICE SINCE 1971
PROJECf NO.: 4663.1.006.04
DATE: OCTOBER 2006
SITE PLAN
FALLON VILLAGE O&M MANUAL FOR BIORETENTION
DUBLIN, CALIFORNIA
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December 5, 2006
Revised February 8, 2007
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BIORETENTION CELLS
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ENGEO
INCORPORATED
Site Geology
The geologic units mapped on the site include bedrock and surficial deposits consisting of
artificial fill, alluvium, colluvium and landslides that are described below. The geologic units
described below are adapted from reports completed by ENGEO Incorporated for the site.
Geologic Units
Artificial Fill. Artificial fill encountered on the site is associated with some of the roadways and
other areas in the project including a quarry area. The fill materials were described as a mixture of
clay and rock fragments.
Surficial Soils. The surface of the site is typically mantled with 3 to 4 feet of dark gray-brown clay
derived from weathering of the underlying parent material consisting of weak bedrock or alluvium.
The gradational contact at the base of the desiccated surficial soil layer typically exhibited a zone of
discontinuous slickensided shear planes that we interpret to be the result of seasonal shrinking and
swelling of the clay soil. The above-described features are typical of highly expansive clay soils.
Plasticity Index (PI) from 30 to 51 were reported from samples of the surficial soil, indicating that
the surface soils should be considered very higWy plastic and critically expansive.
Colluvium. Mantling the bedrock and filling swales of the site are colluvial deposits. These
sediments are derived from weathering of the underlying bedrock and consist mostly of a silty
clay matrix with sand and rock fragments. In general, the deposits of colluvium in site swales
should be expected to range from 5 to 25 feet thick. Laboratory testing indicates that the colluvium
is overconsolidated and moderately compressible.
4663.1.010.01
May 8, 2007
Latest Revision October 4,2007
1
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EM3EO
INCORPORATED
Where colluvium is located on sloping ground, it may be characteristically unstable. Within
swales, the colluvial deposits tend to be relatively thicker and may be subject to flow or slip
downslope.
Landslides. Landslide deposits consist of masses of unconsolidated material and/or bedrock that
have moved downslope by sliding, falling, or flowing. Landslides ranging in size from very
small to relatively large occur along the northern edge of the site. The landslides include soil
slips, earth flows, debris slides, areas of shallow slumps and gullying, large predominantly
rotational slumps, and translational slides.
Alluvium. Alluvium underlies the wider portions of valley floors on the subject property. Alluvial
soils in the site vicinity typically consist of very stiff silty clay with minor amounts of interbedded
gravelly clay. On the southwest portion of the property alluvium may be as much as 100 feet in
depth. Laboratory testing indicates that the site alluvium is overconsolidated and relatively
non-compressible.
Bedrock. Bedrock at and north of the site was identified during subsurface explorations during
site studies as weak clayey siltstone and claystone, with relatively minor amounts of interbedded
friable sandstone. Bedrock was described in the boring and exploratory test pit logs as having
shearing is interpreted to be the result of the regional folding of the bedrock formations. In general,
bedding was described as striking to the north-northwest. The fine-grained rocks including
claystone and clayey siltstone should be considered highly to very highly plastic and critically
expanSIve.
Groundwater
At the time of subsurface work, groundwater was encountered between 14 to 40 feet below the
ground surface in the exploratory boring where it was encountered. Fluctuations in groundwater
4663.1.010.01
May 8,2007
Latest Revision October 4,2007
2
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(Db Lf{) {O (0
EM3EO
INCORPORATED
levels may occur seasonally and over a period of years because of precipitation, changes in
drainage patterns, irrigation and other factors. Future irrigation may cause an overall rise in
groundwater levels.
Seismic Sources
No active faults are known to pass through the property, according to published geologic maps
(Dibblee, 1980; Crane, 1995; Graymer, et aI. 1994). The nearest State-of-California-zoned,
activeD faults are the Calaveras fault located approximately 5 miles to the southwest and the
Greenville fault located about 6 miles northeast of the site.
A "blind" thrust fault has been mapped traversing the southern portion of the property by
Dibblee (1980), Crane, (1995) and Graymer, et aI., (1996), at the northern edge ofthe Livermore
Valley. This mapped thrust fault is not considered active by the State of California or by local
geotechnical consultants. While the probability of ground rupture is considered low, as
described in the ENGEO Geotechnical Reports, there is a high probability that the site and any
improvements will be subject to strong ground shaking during the lifetime of the project.
o
o An active fault is defmed by the State Mining and Geology Board as one that has had surface displacement within
Holocene time (about the last 10,000 years) (Hart, 1994). The State of California has prepared maps designating zones
for special studies that contain these active earthquake faults.
4663.1.010.01
May 8, 2007
Latest Revision October 4,2007
3
I O~ G() 10(0
NOTICE OF PUBLIC HEARING
ON FORMATION OF THE FALLON VILLAGE
GEOLOGIC HAZARD ABATEMENT DISTRICT
You are hereby notified that on December 4,2007, at 7:00 p,m. in the City
Council Chambers at 100 Civic Plaza, Dublin, California, 94568, the City
Council of the City of Dublin will consider the formation of the Fallon Village
Geologic Hazard Abatement District ("Fallon Village GHAD") pursuant to the
"Petition for Formation of the Fallon Village Geologic Hazard Abatement
District Pursuant to Division 17 of the Public Resources Code of the State of
California" (the "Petition").
The territory proposed for inclusion in the Fallon Village GHAD is located in the
area generally known as Fallon Viflage, and is described in detail in the
Petition. The formation of the Fallon Village GHAD will require the levy of an
assessment to pay for the costs and expenses of the activities described in the
plan of control for the Fallon Village GHAD ("Plan of Control"). The Petition
and the Plan of Control can be reviewed at City Hall at the address set forth
below. The Petition and Plan of Control may be duplicated at cost upon
request.
The purpose of this hearing is to receive and consider any and all objections to
the formation of the Fallon Village GHAD. Valid objections can be made in
writing, not later than the time set for hearing, by any owner of real property
within the boundaries of the territory proposed for annexation. Objections shall
contain a description of the land by lot, tract and map number, and shall be
signed by the owner of such property. Objections must be mailed or delivered
to the address set forth below and must otherwise comply with the provisions
of Public Resources Code Section 26564. '
For further information contact Mark Lander, City Engineer, at 100 Civic Plaza,
Dublin, California, 94568, or (925) 833-6635 .
E>'-V1 d~ It l3 -to
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