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AGENDA REPORT -�
BY: t, .
To: The Honorable City Council
From: John Libiez, Planning Manager
Deborah S. Traffenstedt, Acting Director of Community
Development �57—
Date: October 31, 2001 (CC Meeting of 11/7/01)
Subject: Continued Consideration of Final Environmental Impact
Report (SCH-1994081075) , General Plan Amendment No. 99-
01, Zone Change No. 99-01, Residential Planned
Development No. 99-02 and Vesting Tentative Tract Map No.
5187, to Develop 250 Single-family Homes on a Portion of
a 350-acre Site, Located on the West Side of Walnut
Canyon Road, Approximately 3, 500 feet North of Casey
Road. Applicant: West Pointe Homes. (Continued with
Public Hearing Open from City Council Meeting of October
17, 2001)
BACKGROUND
On October 3 , 2001 , the City Council opened the Public Hearing on
the General Plan Amendment , Zone Change, Residential Planned
Development and Vesting Tentative Tract Map, as noted above, for
the proposed single-family residential project known as West Pointe
at North Ranch (Assessors Parcel Numbers 500-260-025, 045, 075, 085
and 095; 500-270-90, 140, 155 and 165) . Located on the west side of
Walnut Canyon Road (SR-23) , approximately 3, 500 feet north of Casey
Road, this project proposes 250 single-family dwellings on a 350-
acre site comprised of level to steeply, sloping land. The City
Council on October 3, 2001, received the applicant ' s presentation,
and brief public testimony and directed questions to staff before
continuing the item to October 17, 2001 . On October 17, 2001,
after receiving the applicant' s response to many of City Council' s
questions and concerns (outlined in the attached October 17 meeting
staff report) , the item was continued to November 7, 2001 .
\\MOR PRI_SERV\City Share\Community Development\Everyone\City Council Agenda Reports\cc-110701
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The Honorable City Council
Continued Consideration of Final Environmental Impact Report (SCH-
1994081075) , GPA No. 99-01, ZC No. 99-01, RPD No. 99-02 and VTT Map
No. 5187,
October 31, 2001
Page 2
DISCUSSION
At this time, the applicant is willing to address any additional
questions that the City Council may have. Staff has not provided
the Council with the final approval documents (the environmental
certification decision resolution including the significant impact
findings and mitigation monitoring program, the project approval
resolution including conditions of approval, and the zone change
ordinance) . The preference would be to provide such documents when
Council deliberations are completed for the Final Environmental
Impact Report and project .
Staff met with the applicant and the environmental consultant on
October 26 to determine the final corrections to the Final
Environmental Impact Report (EIR) and project graphics that are
necessary to demonstrate proposed and/or required mitigation. Any
changes to the EIR/mitigation measures will be provided to the
Council with the final approval documents.
Staff would suggest that the City Council focus on issues that
require decision or further clarification, utilizing the materials
previously provided to the Council . The staff report for the
October 17, 2001, meeting is attached for information purposes .
Also attached is a letter from Bing Yen & Associates (the City' s
geotechnical consultant) , which addresses earthquake fault related
questions and finds that the project is geotechnically feasible .
Following City Council discussion of any outstanding issues of
concern, the public hearing should be continued open to December 5
or other date as determined by the City Council, and staff should
be directed to prepare the final resolutions, conditions of
approval, and ordinance for consideration at the continued public
hearing.
STAFF RECOMMENDATIONS
1 . Accept public testimony and discuss any outstanding issues .
2 . Continue this item, Public Hearing open to December 5, 2001 ,
or to a date as determined by the City Council .
Attachments :
1 . City Council October 17 , 2001 staff report
2 . Bing Yen & Associates Letter dated March 17, 2000
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MOORPARK CITY COUNCIL
AGENDA REPORT
To: The Honorable City Council
From: Wayne Loftus, Director of Community Development
Date: October 8, 2001 (CC Meeting of 10/17/01)
Subject: Continued Consideration of Final Environmental Impact
Report (SCH-1994081075) , General Plan Amendment No. 99-
01, Zone Change No. 99-01, Residential Planned
Development No. 99-02 and Vesting Tentative Tract Map No.
5187, to Develop 250 Single-family Homes on a Portion of
a 350-acre Site, Located on the West Side of Walnut
Canyon Road, Approximately 3, 500 feet North of Casey
Road. Assessors Parcel Numbers 500-260-025, 045, 075, 085
and 095; 500-270-90, 140, 155 and 165 . Applicant: West
Pointe Homes. (continued from City Council meeting of
October 3, 2001)
BACKGROUND
On October 3 , 2001, the City Council opened the Public Hearing on
the General Plan Amendment, Zone Change, Residential Planned
Development and Vesting Tentative Tract Map, as noted above, for
the proposed single-family residential project known as West Pointe
at North Ranch, Moorpark, CA. Located on the west side of Walnut
Canyon Road (SR-23) approximately 3500 feet north of Casey Road,
this project proposes 250 single-family dwellings on a 350-acre
site comprised of level to steeply, sloping land. The City Council
on October 3 , 2001, received the applicant ' s presentation, and
brief public testimony and directed questions to staff before
continuing the item to October 17, 2001 .
DISCUSSION
The City Council asked numerous questions on October 3, 2001,
requesting a response as soon as possible, concerning the
following:
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ATTACHMENT 1
The Honorable City Council
Continued Consideration of Final Environmental Impact Report (SCH-
1994081075) , GPA No. 99-01, ZC No. 99-01, RPD No. 99-02 and VTT Map
No. 5187,
October 17, 2001
Page 2
• Clarification of various statements relating to density,
zoning and amount of open space.
• Provision of an exhibit illustrating a line of site
visibility of the proposed water tanks .
• Provision of a concept layout of the proposed affordable
housing project required as a Condition of Approval of this
project .
• Clarification of applicability of the Subdivision Map Act
findings, relating to project fronting on or containing a
public waterway, river, stream, etc .
• Clarification of trails as multi-use not multi-purpose.
• Clarification of name of responsible ground water
management agency (Fox Canyon Ground Water Management
Agency) .
• Evaluate the concept landscape plan for inclusion of
additional California Native Plants and remove non-native
species .
• Include exhibits in the Screen-Check Final Environmental
Impact Report for the thrust fault and landslide area, and
identify any no build zone.
• Staff/Applicant to contact Ventura County Flood Control
District (VCFCD) to determine detention basin landscaping
and fencing standards appropriate to enhance the proposed
residential project and the community. Also, determine the
opportunity for recreational use of the proposed detention
basin.
• Incorporate a wading pool into the recreation facility
plan.
• Status of streams through property - blue line?
Continuance of this item to October 17, 2001, was intended to give
applicant and staff time to respond to the above issues and to help
frame an outline for project review by the City Council . Staff has
provided an outline below which may be helpful to Council in
reviewing the environmental document and the project entitlement
documents . Because of the length and complexity of the
Environmental Impact Report (EIR) for this project, Council may
find it convenient to refer to the Summary of Environmental
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� 4� �o4
The Honorable City Council
Continued Consideration of Final Environmental Impact Report (SCH-
1994081075) , GPA No. 99-01, ZC No. 99-01, RPD No. 99-02 and VTT Map
No . 5187,
October 17, 2001
Page 3
Impacts, Mitigation Measures, Cumulative Effects and Alternatives,
beginning on Page 1 of Chapter 2 . Also, reference is made to
Chapter 20 - Mitigation Monitoring Program. Following review of the
environmental issues and response to any questions that may result,
review of the entitlement documents would be appropriate.
Project Environmental Document and Entitlement Outline:
1 . Review Environmental Impacts Summary and Mitigation
Monitoring Plan.
• All identified impacts have been mitigated to less
than significant, including biology and botanical
resources .
• One (1) area of significant unmitigable adverse impact
has been identified concerning the 200+ acres of Open
Space which can be mitigated through designation as
permanent Open Space with dedication to a public
agency for management and conservation purposes . If
dedicated to a public agency, findings of overriding
circumstance are not required.
2 . Grading and Infrastructure
• Hillside Management Ordinance consistency; east/west
prominent ridgeline preserved.
• Site contour graded; maximum cut of ninety (901 ) feet .
• Water tank site selected and graded to minimize views
of tanks .
• Emergency access provided by a second access from
Walnut Canyon Road and two (2) access points on the
north boundary via adjacent private streets .
• Primary access from "A" Street, a public street via
three (3) gated entrances to two (2) neighborhood
areas .
• All lots connected to public sewer and water.
• Homeowners Association or Maintenance District to
maintain drainage facilities including National
Pollution Discharge Elimination Standards (NPDES) .
• Bus turnout and shelter on "A" Street .
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^I��TCV
The Honorable City Council
Continued Consideration of Final Environmental Impact Report (SCH-
1994081075) , GPA No. 99-01, ZC No. 99-01, RPD No. 99-02 and VTT Map
No. 5187,
October 17, 2001
Page 4
• Multi-functional trail connecting on-site staging area
to trail connections in Tract 4928 (Toll Brothers) and
Tract 5045 (Specific Plan No. 2 - Morrison-
Fountainwood) .
• Dedication of land and construction of County Flood
Control Detention Basins adjacent to Walnut Canyon
Road.
• Improvements to Walnut Canyon Road (SR-23) along
frontage and as part of the Walnut Canyon Corridor
Improvement Plan.
3 . Review Entitlement Documents describing the proposed
project .
• Overall Concept
➢ Density Transfer - 250 dwellings on 150 acres .
➢ Community Open Space dedication of 200+ acres .
➢ Clustered Design
➢ Gated Neighborhoods - two (2) neighborhoods - three
(3) gates .
➢ Private Streets - thirty-eight (38) to forty (40)
foot travelway.
➢ One public street connecting Walnut Canyon Road to
future North Hills Parkway and Hitch Ranch
(Specific Plan No. 1) - sixty (60) feet right-of-
way, forty (401 ) foot travelway.
➢ Private recreation amenities and Open Space -
Recreation building with pool , tennis and multi-
purpose courts, 4-acre linear park, trails, two (2)
tot lots with equipment; wading pool suggested for
recreation facility.
• Land Use and Circulation Concept
➢ Single-family, detached dwellings - thirty-five
(35%) percent single-story; twenty (20%) percent
minimum of all garages to be swing-in entrance .
➢ Lot size average of 13 , 000 to 14 , 000 square feet;
minimum pad size of seventy (701 ) feet wide and 110
feet deep.
➢ Cul-de-sac and loop streets .
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The Honorable City Council
Continued Consideration of Final Environmental Impact Report (SCH-
1994081075) , GPA No. 99-01, ZC No. 99-01, RPD No. 99-02 and VTT Map
No. 5187,
October 17, 2001
Page 5
➢ Public and private Open Space .
➢ Six (6) architectural styles .
The applicant of this project has worked hard to respond to the
criteria outlined by the Zoning Ordinance and various policy
documents, as well as to comments offered by City staff . As a
result, the proposed project utilizes only approximately one-third
(1/3) of the total land area for the proposed residential units
with the balance in public or private Open Space. A density
transfer or clustering is utilized to preserve significant
topographic features including a prominent east/west ridgeline and
reduced grading. Density has been increased from sixty-six (66)
units previously approved, to 250 dwelling units, which is an
overall density of 1 . 6 dwellings per acre (based on 150 acres)
which is within the Medium Low (2 dwelling units/acre) residential
land use category of the General Plan. If density is calculated on
the entire site of 350 acres, utilizing the concept of a density
transfer to the development envelope and retaining 200+ acres of
land as dedicated public Open Space, the density is . 71 dwelling
units per acre which is a Low Density (1 dwelling unit/acre)
residential land use category.
This project, in addition to achieving a public street connection
between Walnut Canyon Road, the future Hitch Ranch Specific Plan
(SP No. 1) , and the future North Hills Parkway will also improve
its frontage on Walnut Canyon Road (SR-23) . Improvements will
include additional paving to achieve twelve (121 ) foot travel lanes
and eight (81 ) foot shoulders in each direction, curb and gutter
and a twelve (121 ) foot center turn acceleration and deceleration
lane. Additionally, this project will contribute to the
improvements outlined in the Walnut Canyon Corridor Plan with other
participants including Toll Brothers, Sun Cal and Morrison-
Fountainwood. This plan will provide necessary improvements to
Walnut Canyon Road from Casey Road to the northerly City boundary
where their installation would not otherwise be the obligation of
adjacent future development .
Attached to this report are exhibits which illustrate the initial
concept proposed for improvement of Walnut Canyon Road to which the
above-named projects have verbally committed. West Pointe and Toll
Brothers have agreed to participation as a condition of various
project approvals or modifications. Agreement by Sun Cal to project
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The Honorable City Council
Continued Consideration of Final Environmental Impact Report (SCH-
1994081075) , GPA No. 99-01, ZC No. 99-01, RPD No. 99-02 and VTT Map
No. 5187,
October 17, 2001
Page 6
conditions, referencing these improvements, has occurred at the
Planning Commission. Acceptance of written conditions by Morrison-
Fountainwood or their successor, Pardee Construction Company, will
be required through approval of the pending Residential Planned
Development (RPD) for Specific Plan No. 2 .
STAFF RECOMMENDATIONS
1 . Accept public testimony; discuss and consider all comments;
2 . Continue this item, Public Hearing open to November 7, 2001 .
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'2001 16:05 8055295416 _ CAA B&S PAGE 01
PAGE 82
i7i•O KING YEN & A!;SO CIIAT�ES,,9 p
Georecrvbcar 6 EM*o^��"=_' -
March 17,2000 0 BYA Project No.49.17690.0004
c�op�
Mr.Dirk Lovett
CITY OF MOORPARK
18 High Street
Moorpark,California 93021
SUBJECT: Enl;ineering Geology and Geotechnical Engineering Retie« 3f Tentative Tract
5197, Wcstpointc Hvmcs, Walnut Canyon Road,Moorpark,CA.
p,EFERENCES: l) Geolabs-Westlake Village, lnc., "Geotechnical 1:f•5p0nses to Review
Letter Dated September 15, 1999, renrative Tract -,,'87. 6f alnut Carryon
Road, City of Moorpark-, California,"dated Novamb-sr 22, 1999.
2) Geolabs-Westlake Village, Inc., "Supplemental Gec•rrchnical Rtport and
Fault Assessment, Tentative Tract 5187, 330 ocr:s, Walnut Canyon
Road. City of Moorpark California"dated May 2E, 1999.
3) Geolabs-Westlake Village, inc.. "Supplemental 110-motion fron Roy J
Shlemon ct Assoc., Inc., Tentative Tract 518? 350 acres, Walnut
Canyon Road. Clry of Moorpark, California"dated my 20, 1999.
Dear Mr Lovett.
At the City's request,we have reviewed the above referenced documents from engine-!ring geological and
geotechnical engineering pt!rspectives. Reference 1 was prepared in response to 3YA's review of the
project dated September 15, 1999. Based on our review of the available informaii.)n, the geotcchn.
consultant has demonstrued that the project is geotechnically feasibir-The tentative ma ma herefor
be approved7- The geotechnical consultant has indicated that additional -subsurface investigation,
laboratory testing, and analyses will be conducted to address design issues in preperztion of a 40-scale
grading plan review report. The comments presented below arc primarily design/conttruction related and
should be addressed in prep.tration of the 40-state(or other appropriate scale)geotechnical report.
COMMENTS:
1. The geotechnical consultant shall submit a written review of the 40-scale grading plans(or whatever
scale the plans are prepared at). All geologic data, including contacts,trench and boring locations, as
well as the recomrncnd!d location of canyon subdrains, buttress and stabilizar.c-n fill keyways, and
other areas of landslide: removal and recornpaction with engineered fill shall be illustrated on the
Plans.
2. Several folds were obse.ved in the fault trenches. The consultant noted that"other fold cores observed
in our fault trenches are local features and are considered inconsequential to Ae overall geologic
srrucncre. " Local flexuvs in bedding are not inconsequential to potential gross x surficial instability
of proposed cut slopes cn the project site. It is these local variations in structure tliat could necessitate
remedial grading measures (e.g., stabilization fills, buttress fills). Identification and delineation of
local fold axes at 40-sc4lc is requested, as this will assist the evaluation of potential problem slopes-
with respect to local geologic structure. -'
Post-It'Fax Note 7671 Date 1 r s0.
23 10 P000eroaa Dave.suite t,Camantro.CA 92 Te From/
A ruDatdJUy e►ArG c Co./Dept. co
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ATTACHMEi T L
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Mr. Dirk Lovett-Ciry of Moorpark BYA Project No.49 17690 0004
Proposed Residential Develop'new-Tract 5187 Page 2
March 17,2000
3 Like the neighboring T-act 4928 to the north and nortt:east, the proposed deve'.opment is located on
the Moorpark Anticline, a geological fold structure that is believed to experience active folding in
response to regional tectonic forces. Numerous minor faults, and a possible southwestern extension
of the Norrhet-n frea Thrust(identified by Pacific Materials Laboratory on Specific Plan 2)which are
related to the fold structure, are present on the project site. The Consultant has determined that the
Northern area Thrust a td associated normal faults on this site may be considerec inactive or at worst
case, potentially active. However, many of the minor faults (where displacetneats were larger than
the depth of the trench Fnd therefore undetermined)are south of the"south verging anticline"aad are
technically in the foorwall of the Northern Area Thrust. These faults therefore appear related to a
broader fold structure. 'fhe consultant recommended mitigation for potential ground deformation on
Tract 492E due to "uncertainties inherent in the evaluarion". On the basis of findings on both
properties, the consultax should discuss the necessity for, and applicability of ground deformation
mitigation on Tract 5 18 7. We do not consider this to be a tentative map feasibility issue because we
arc aware that mitigative design measures using conventional grading tczhniques could be
implemented if necessary.
�. Shear strength values of C=500 psf and phi=25 degrees has been used for co:r,pacted fill in slope
stability,buttress design, etc. If additional testing(as recommended at the grading plan stage)reveals
different shear strength values for the fill, then the slope stability analyses and the size of the
proposed buttresses.recommendations,etc.,shall be revised accordingly.
S. The use of an estimated Expansion Index Range of El 51-90 is acceptable for pier ning purposes only.
Expansion Index tests will be required, with a minimum of one test per lot. Distribution of tests
should be planned based on individual lot configuration and take into consideration depth of cut and
fill.
6 The Soil Profile S2 (S factor= 1.2)provided page 6 of Reference 2 is from the 1904 UBC,and should
be updated to 1997 UBC'.
7. All foundation recommendations must be updated to conform to the 1997 UBC, not 1994, as
referenced in the report.
S. Reinforcement recommendations for conventional slabs are inadequate. if conventional footings and
slab are to be used,the project geotechnical engineer should base reinforcement rr-commendstions on
a rational design methcd such as used in UBC 1997, and conform to UBC 1997 minimum slab
thickness and reinforcing,requirements Use of wire mesh should not be allowed
9. The project Seoteehnical engineer's recommendation of a 12-inch minimum depth of footing -
embedment may not be adequate particularly given the deep fill slopes plastered for this project and
the expansive nature of tits soil. The project engineer should revise the minimum embedment depth.
10 The recommended equivalent fluid pressure (EFP) for the retaining wall may n,x be adequate given
the nature of the soils on site. Please check the EFP values for retaining walls.
11. The log of Boring B-7 describes a dip of 3ON-w at 20 feet, instead of 30SE as shown on the geology
map. Also,test pit orien.ations as noted on the test pit logs do not conforin to orientations shown on
the geologic map. For example TP•3 is noted on the log as NSOW but shown on the geologic map as
NNE. Also, no trends %ere noted on the logs for TP-6 and TP-7. Please check and correct this
discrepancy.
eft `C,
it/C11/z Uri I lb: C17 bCJ77L7741b LAA b&b PAGE 03
-- --- ._ _-- �O'Ju 5vA/:4MCR:LLG Pc-GE B4
Mr. Dirk Lovett-City of Moorpark RYA Project No,39 17690.0004
Proposed Residential'Develop neat-Tract 5197 Page 3
Much 17,2000
12. Following completion cf grading,the project geotechnical consultant will be regcimd to submit an as-
graded compaction report. The report should includa the results of all density testing, as well as a
map depicting the limit: of grading, locations of all density tests and in-grading�=,pansion index tests,
removal area locations and bottom elevations, and geologic conditions exp,)sed during grading.
Additionally,a separate geologic map indicating geologic conditions exposed daring grading shall be
submitted.
13. Tbc geotechnical consu tent should provide recommendations for treatment of A-At trench backfill in
areas where it will not be removed by grading.
This review has been condu:tcd as part of the City of Moorpark planning and permit process. If you have
any questions regarding this review,please contact our office.
Sincerely,
BrNG YEN&ASSOCIATI<S,1NC.
Michael B.Phipps Banwari Bishnoi
Engineering Geology Revic,yer Gcotechnical Engineering Reviewer
CEG 1832, exp 7/31/00 Gb 148,exp. 12131/01