HomeMy WebLinkAboutMINUTES - 05051992 - D.2 D . 2
TO: BOARD OF SUPERVISORS
Contra
FROM: HARVEY E. BRAGDON 'S `,'}}
DIRECTOR OF COMMUNITY DEVELOPMENTCJWI�
County
DATE: 26 March 1992 cr `
SUBJECT: APPEAL - Warren Turnage (Applicant) - Judy Mashore (Owner)
Zoning Administrator's decision to administratively deny
the revised vesting tentative map for MS 157-90, submitted
January 15, 1992. (S.D. V)
SPECIFIC REQUEST(S) OR RECOMMENDATIONS) & BACKGROUND AND JUSTIFICATION
RECOMMENDATIONS
1. Deny the appeal.
2 . Direct the applicant to resubmit a revised vesting tentative
map to the Zoning Administrator for review and approval, which
does not have such awkward lot configuration and which follows
staff's recommended reconfiguration. (See attached staff
recommendation) .
BACKGROUND/REASONS FOR RECOMMENDATIONS
This item was heard at the November 12, 1991 County Planning
Commission meeting. At that meeting, the Commission directed staff
to work with the applicant in order to decrease the size of or if
possible eliminate the variances requested.
Following the November 12 , 1991 hearing, the applicant submitted a
revised vesting tentative map, dated November 26, 1991. While the
map decreased the size of the variances for average lot width on
Parcels "C" and "D" , it did not decrease the size of J
variances
substantially.
CONTINUED ON ATTACHMENT: XZYES SIGNATURE,/ (
,tL_,
RECOMMENDATION OF COUNTY ADMINISTRATOR RECOMME N 04 lllbARD COMMITTEE
APPROVE OTHER
SIGNATURE(S) :
ACTION OF BOARD ON 7 APPROVED AS RECOMMENDED OTHER x
See Addendum for Board action
VOTE OF SUPERVISORS I
HEREBY CERTIFY THAT THIS IS A
x UNANIMOUS (ABSENT III TRUE AND CORRECT COPY OF AN
AYES: NOES: ACTION TAKEN AND ENTERED ON THE
ABSENT: ABSTAIN: MINUTES OF THE BOARD OF.
SUPERVISORS ON THE DATE SHOWN.
Orig: Community Development Department ATTESTED May 5 ,.. 1992
cc: Candi Wensley, Community Development PHIL BATCHELOR,CLERK OF
Public Works Department THE BOARD OF SUPERVISORS
Warren Turnage D C TY AD ISTRATOR
BY , DEPUTY
APPEAL - Warren Turnage - MS 157-90
After reviewing the November 26, 1991 map, staff tried,
unsuccessfully, to persuade the applicant to change the project to
reflect staff's recommended reconfiguration, which includes no var-
iances. (See attached) .
On January 14, 1992 , the County Planning Commission heard the
project and recommended approval of the four lot subdivision with
a condition requiring that, prior to recording the Parcel Map, the
applicant submit a revised tentative map, which includes no
variances, for review and approval of the Zoning Administrator.
On January 15, 1992 , the applicant, attempting to meet the above
condition, submitted another revised vesting tentative map dated
January 15, 1992, which includes no variances, for review and
approval of the Zoning Administrator (see attached) . The Zoning
Administrator administratively denied the January 15, 1992 map
because the configuration creates a very awkwardly shaped Parcel
"A" and distributes the existing slide throughout a number of the
parcels rather than containing the slide on one parcel and elimin-
ating the liability problems associated with having a slide located
on a number of different properties.
It is this decision which the applicant is appealing.
ADDENDUM TO ITEM D. 2
MAY 5, 1992
On April 28 , 1992, the Board of Supervisors deferred to this
date the decision on the appeal of DeBolt Civil Engineering
(appellant) from the decision of the Contra Costa County Planning
commission on the application of Warren Turnage (applicant) and
Judy Mashore (owner) requesting approval of a vesting tentative
map to divide 32 acres of land into four lots with variances to
parcel width on Parcels C and D (Parcel C to have 224 feet, and
Parcel D to have 187 feet, 250 feet required) (MS 157-90) in the
Clayton area .
Supervisor Torlakson moved to grant the appeal, approve the
revised plan submitted by DeBolt Engineering to avoid variances
and to add a cross or access easement to address the staff
concerns relative to potential slide areas and access for
repairs .
IT IS BY THE BOARD ORDERED that the appeal of DeBolt Civil
Engineering (appellant) from the decision of the Contra Costa
County Planning Commission on the application of Warren Turnage
(applicant) and Judy Mashore (owner) requesting approval of a
vesting tentative map relative to the several parcels of land in
the Clayton area is GRANTED; and revised MS 157-90 with
conditions as amended is APPROVED.
CONDITIONS OF APPROVAL FOR MINOR SUBDIVISION 157-90 (Turnage/Mashore)
1. The request to subdivide the 32 acre parcel is approved for four (4) parcels without
variances. Prior to recording the Parcel Map, the applicant shall submit a revised
tentative map, which includes no variances, for review and approval of the Zoning
Administrator.
2. Prior to approval of the Parcel Map, the individual building envelopes shall be subject
to design review by the Zoning Administrator. Applicant shall indicate on the tentative
subdivision map the following information for each parcel: proposed driveways,
building site, well site, leach field site, and provision for water storage for fire fighting.
Homesites shall be designed with a minimum grading. Where significant grading is
needed, an acceptable erosion control plan shall be provided with the application.
Homesiting shall be reviewed for energy conservation features (building site orientation
and feasibility for solar facilities will be considered). Revised tentative subdivision map
shall be subject to the review and approval of the Zoning Administrator prior to filing
the Parcel Map.
3. Prior to filing the parcel map, comply with the policy criteria for subdivision of lands
within agriculture and open space General Plan categories adopted by the Board of
Supervisors March 15, 1983, including the following`.
A. Each parcel must have an "on-site" producing water well or install a "test well"
having a minimum yield of three gallons per minute with the State standards for
a pure, wholesome and potable water supply. (Title 11, Section 6443) If the
chemical analysis exceeds the State standards for "maximum contaminant
levels," for water potability, a statement must be attached and run with the
property deed: advising of these levels; or
B. Have verifiable water availability data from adjacent parcels presented by the
applicant or knowledge of the same, known by the Health Services Department
concerning water quality and quantity per A. above; and
C. Have a statement that "attaches and runs with the deed" indicating that a
water well shall be installed on the subject parcel complying with the general
requirements stated above prior to obtaining a Building Inspection Department
permit for construction.
D. In addition to the above, a hydro-geological evaluation may be required in
known or suspected water short areas. This will include seasonal as well as
yearly variations.
E. The land must be suitable for septic tank use according to County Ordinance
Code criteria and Health Services Department regulations. Percolation tests
must be passed on all proposed lots prior to filing of the parcel map.
4. In order to preserve agricultural lands, the County ranchette policy shall apply to this
project requiring that the building sites be reviewed and approved by the Zoning
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Administrator prior to building permit. This shall be noted as a deed restriction on each
parcel/lot.
5. Should archaeological materials be uncovered during grading,trenching or other on-site
excavation(s), earthwork within 30 yards of these materials shall be stopped until a
professional archaeologist who is certified by the Society for California Archaeology
(SCA) and/or the Society of Professional Archaeologists (SOPA) has had an
opportunity to evaluate the significance of the find and suggest appropriate
mitigation(s), if deemed necessary.
6. The following statement shall be recorded at the County Recorder's Office for each
parcel to notify future owners of the parcels that they own property in an agricultural
area:
"This document shall serve as notification that you have purchased land
in an agricultural area where you may regularly find farm equipment
using local roads; farm equipment causing dust; crop dusting and
spraying occurring regularly; burning associated with agricultural
activities; noise associated with farm equipment and aerial crop dusting
and certain animals and flies may exist on surrounding properties. This
statement is, again, notification that this is part of the agricultural way
of life in East Contra Costa County and you should be fully aware of this
pt the time of purchase."
7. Prior to issuance of Building permits on all parcels of this subdivision, submit an as-
graded report of the geotechnical engineer with a map showing final plan and grades
for landslides repaired, including subsurface drainage, subdrain cleanouts and disposal
or pickup points, and any buttress fill with its keyway location, or retaining wall
installed, and other soil improvements installed during grading, all as surveyed by a
licensed land surveyor or civil engineer.
8. Record a statement to run with deeds to the property acknowledging the approved
report by title,author (firm), and date, calling attention to approved recommendations,
and noting that the report is available from the seller.
9. Prior to design of improvements or recordation of a Final Map, a preliminary soil
investigation shall be conducted in accordance with MS 42-85 conclusions and
recommendations (4) of Engeo, Inc.'s November 24, 1982 Geologic Reconnaissance
and Page 2, Paragraphs 2 and 3 of their December 13, 1982, report and to evaluate
abutment and pier erosion, scour, and bank stability under static and seismic loads.
Improvement plans and/or grading plans shall incorporate recommendations to maintain
the stability of improvements, earthwork, and structure and road foundations.
10. Prior to recordation of the Final Map for this subdivision, a setback of all improvements
from the landslide on Parcels A and D shall be established. The setback shall be field-
staked by a consulting engineering geologist and surveyed by a civil engineer. No
improvement shall be placed south of the setback line except with written approval of
the Zoning Administrator.
1 1 . Bridge widening foundation construction shall be accomplished under the supervision
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of a soil and foundation engineer experienced in bridge foundation construction. The
soil and foundation engineer shall furnish a written statement indicating satisfactory
completion of the work prior to final inspection of the bridge and approach roadway.
12. Abutment support to the bridge shall be protected by grouted rip-rap, reinforced slope
apron paving, or gabions to one foot above the 100-year flood plain elevation.
Protection shall be installed with a 2-foot deep upstream cutoff wall. Existing eroded
areas shall be repaired under the supervision of a soil engineer before placing
permanent bank protection. Pier foundations shall be protected by heavy rip-rap placed
in accordance with the soil engineer's recommendations.
13. The following requirements pertaining to drainage, road, and utility improvements will
require the review and approval of the Public Works Department:
A. In accordance with Section 92-2.006 of the County Ordinance Code, this
subdivision shall conform to the provisions of the County Subdivision Ordinance
(Title 9). Any exceptions therefrom must be specifically listed in this
conditional approval statement. Conformance with the Ordinance includes the
following requirements:
1. Constructing road improvements along the frontage of Marsh Creek
Road.
Widening the existing pavement and constructing a 4-foot rock shoulder
along the frontage of Marsh Creek Road, subject to the review and
approval of the Public Works Department, will satisfy this requirement.
The edge of pavement shall be 16 feet from the centerline of the road.
-OR-
At the option of the applicant, contribute an equivalent in-lieu cost of the
above improvements for each of the 5 acre size lots. This has been
calculated to be $4,634 per lot, exluding Parcel "A", which shall be
deposited in the Road Improvement Trust Fund 8192 for improvements
to Marsh Creek Road.
2. Constructing a paved turnaround at the end of the proposed private
road.
3. Conveying all storm waters entering or originating within the subject
property, without diversion and within an adequate storm drainage
facility, to a natural watercourse having definable bed and banks or to
an existing adequate storm drainage facility which conveys the storm
waters to a natural watercourse.
As these parcels are large and agricultural in nature run-off resulting
from this subdivision will be negligible. Therefore, an exception from
this requirement is granted provided the applicant maintains the existing
drainage pattern and does not dispose concentrated storm water run-off
on adjacent property.
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4. Verifying that all finished floor elevations are above the 100-year flood
elevation.
5. Relinquishing "development rights" over that portion of the site that is
within the structure setback area of Kellogg Creek. The structure
setback area shall be determined by using the criteria outlined in Chapter
914-14, "Rights of Way and Setbacks", of the Subdivision Ordinance.
6. Submitting improvement plans prepared by a registered civil engineer,
payment of review and inspection fees, and security for all
improvements required by the Ordinance Code or the conditions of
approval for this subdivision. These plans shall include any necessary
traffic signage and striping plans for review by the County Public Works
Department, Engineering Services Division.
7. Submitting a Parcel Map prepared by a registered civil engineer or
licensed land surveyor.
B. Convey to the County, by Offer of Dedication, additional right of way on Marsh
Creek Road as required for the planned future width of 92 feet.
C. Provide for adequate sight distance at Marsh Creek Road in accordance with
CALTRANS standards.
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D. Relinquish abutter's rights of access along Marsh Creek Road with the
exception of the private access road.
E. Construct the on-site driveway system to current County privatb road standards
with a minimum width of 16 feet, with two-foot rock shoulders, within a 25-
foot access easement. Within 30 feet of Marsh Creek Road and Marsh Creek,
the road shall be paved to a 20-foot width with two foot rock shoulders.
F. Prevent storm drainage, originating on the property and conveyed in a
concentrated manner, from draining across driveways.
G. Verify that the hydraulic capacity of the existing bridge crossing the creek is
adequate to pass the 100-year storm runoff. If it is not adequate, the bridge
shall be modified or replaced to increase its capacity.
H. Verify that the structural capacity of the existing bridge is adequate to support
the projected future traffic loads.
I. Obtain a drainage permit from the Public Works Department, Application and
Permit Center for this or any other work within the creek right-of-way area prior
to construction.
J. Establish a maintenance agreement to insure future maintenance of the private
road and bridge.
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f
ADVISORY NOTES
A. Applicant shall comply with the Park Dedication Fee Ordinance.
B. Comply with the requirements of the Building Inspection Department.
C. Comply with the requirements of the Environmental Health Department.
D. Comply with the requirements of the
E. A Fee of $1 ,275. for the State Department of Fish and Game is due at the end of the
10 day appeal period.
F. The project lies within the 100-year flood boundary as designated on the Federal
Emergency Flood Rate Maps. The applicant should be aware of the requirements of
the Federal Flood Insurance Program and the County Flood Plain Management
Ordinance (Ordinance .No. 87-65) as they pertain to future construction of any
structures on this property.
G. This project may be subject to the requirements of the Department of Fish & Game.
It is the applicant's responsibility to notify the Department of Fish & Game, P.O. Box
47,Yountville, California 94599,of any proposed construction within this development
that may affect any fish and wildlife resources, per the Fish & Game Code.
H. This project may also be subject to the requirements of the Army Corps of Engineers.
The applicant should notify the appropriate district of the Corps of Engineers to
determine if a permit is required and if it can be obtained.
I. The applicant will be required to comply with the requirements of the
Bridge/Thoroughfare Fee Ordinance for the East County Area of Benefit and the
East/Central County Travel Corridor Area of Benefit as adopted by the Board of
Supervisors.
RMP/Min/aa
ml 7:157-90c.rmp
12/2/91
1/14/92- P/C Rev. (v)
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