Excerpt from Title 19, Monterey County Codes, Subdivisions Use your browser's back button or click here to return to the table. | ||
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Monterey County Codes Title 19 SUBDIVISIONS Chapter 19.03 STANDARD SUBDIVISIONS 19.03.015 TENTATIVE MAP: ADDITIONAL DATA AND
REPORTS The
tentative map shall be accompanied by the following data or reports: A. Appropriate numbers of copies of a
completed subdivision application as prescribed by the Director of Planning and
Building Inspection. B. Appropriate number of copies of the
tentative map. All maps shall be folded
to an approximate size of 8 1/2" x 11". If multiple pages, the maps shall also be stapled and
collated. C. Two copies of a slope density analysis map of
the proposed project that shows the following slope categories and a tabulation
of the total area (acres or square feet) within each category as specified by
the Monterey County General Plan and any amendments to the Plan including
Coastal Land Use Plans as certified by the State of California. The categories for the countywide General
Plan are as follows: 0-19.9%, 20-29.9%, and 30%+. The following categories shall apply to the Big Sur Land Use Plan
area east of State Highway 1; under 15%, over 30%. The map shall be of the same scale of the tentative map. D. Two copies of a slope analysis map
indicating all areas greater than 25% slope (North County Land Use Plan Area
only). The map shall be the same scale
as the tentative map E. One transparency of each page of the
tentative map (maximum size: 8-1/2" x 11"). F. A photocopy of the Assessor's parcel
page(s) showing the parcel involved and parcels within 300' of the subject
property. Applicants must indicate on
the assessor's map which parcels are included on the list of property
owners. G. A list of the names, addresses, and
assessor's parcel numbers of all property owners within 300 feet of the
property, including the parcel proposed for subdivision. The list shall be taken from the most recent
records of the Monterey County Assessor.
H. Three sets of pre-addressed stamped
envelopes with no return address, to all property owners shown of the
list. Additional sets may be required
if an application is continued or tabled by the appropriate hearing body. I. Two (2) copies of preliminary title report
showing the legal owners at the time of submittal of the tentative map
application. J. Three copies of a preliminary soils report
by a registered civil engineer based upon adequate test borings. If the preliminary soils report indicates
the presence of critically expansive soils or other soils problems which, if
not corrected, would lead to structural defects, the Director of Planning and
Building Inspection may require a soils report investigating each lot within
the subdivision. This soils
investigation report shall recommend corrective action which is likely to
prevent structural damage to each structure proposed to be constructed in the
area where such soils problems exist as well as precautions required for
erosion control and prevention of sedimentation and damage to adjacent
property. The Director of Planning and
Building Inspection may review the preliminary soils r and may require
additional information or reject the report it is found to be incomplete,
inaccurate, or unsatisfactory. K. If sewage disposal for the proposed
subdivision will be provided by a public or private entity, a letter or
document shall be submitted from the entity to the Division of Environmental
Health an Director of Planning and Building Inspection stating that the entity
can and will serve the proposed subdivision.
The public entity must comply with all state and county allocation and
capacity requirements. The letter or
document shall also state the expiration date of such a commitment. In the event that an individual sewage
disposal system will be utilized, preliminary percolation testing and profile
analysis shall be required to be submitted along with a tentative map
application. The report shall analyze
at least one soil profile analysis test per lot and one percolation test hole
per two lots. Soil profile analysis may
be reduced if conformity to a given soil type can be established. The report submitted shall demonstrate the
feasibility of the proposed lot design and density and shall address nitrate
loading of subsoil surfaces when septic systems are proposed. The soil tests and percolation shall meet
the standards of the Division of Environmental Health. The applicant shall also provide evidence
proof that sewage disposal systems, both individual and package, for all lots
which are proposed to be created through subdivision will not exceed nitrate
and chemical loading levels in aquifers pursuant to the Regional Water Quality
Control Basin Plan. If wastewater
reclamation is proposed for a subdivision, the reclamation system must comply
with the Basin Plan and the California Administrative Code subject to the
review of the Director of Environmental Health. L. WATER
SUPPLY AND NITRATE LOADING INFORMATION 1. Recommendations
on Water Quality and Quantity.
Based on the review of the items specified in Paragraphs 2,3,4,5,
and 6 of this subsection, the General Manager or the Health Officer shall make
one of the following recommendations to the Director. Prior to making said recommendations, the General Manager shall
request recommendations of the appropriate water management agency serving the
area of the proposed development. A. Approval of the project and the adoption of
a Negative Declaration; or B. Approval of the project and the adoption of
a Mitigated Negative Declaration; or C. Requirement for an expanded Initial Study,
and a specific written list of issues to be addressed in the expanded Initial
Study; or D. Requirement for an EIR to be prepared, and
a written list of issues causing such a recommendation; or E. Denial of the project based on inadequate,
or incomplete, or inaccurate information submitted or a potential health and
safety threat. 2. Initial Water Use Questionnaire. A. An application shall be preceded or
accompanied by a completed Initial Water Use Questionnaire. The Monterey County Water Resources Agency
shall be the lead agency in determining the adequacy of information provided in
the completed Initial Water Use Questionnaire and the General Manager shall
request, coordinate and consider recommendations from the appropriate water
management agency serving the area of the proposed development. (1)
The questionnaire shall be accompanied by a location map; a to-scale
site plan showing the entire parcel and proposed and existing structures,
roads, land use, landscaping, wells and water lines, and hydrologic and
drainage features. (2)
The questionnaire shall include a description of how water is currently
supplied and how it will be supplied to the proposed development; and a
quantification and documentation of all existing and proposed water usage
including water usage for residential, industrial, commercial, landscaping and
other vegetated areas. This description
shall also identify potential changes in water usage as a result of changes in
land use and zoning. (3)
If the Initial Water Use questionnaire identifies an intensification of
water use, a determination shall be made by the General Manager or the Health
Officer as to the requirement for any additional water resources
information. If an intensification is
determined to be “de minimis” by the General Manager or the Health Officer,
then the requirement for additional water resources information shall be
waived. (4)
If baseline water resource information in the area of the proposed
development is determined to be inadequate, a comprehensive investigation that
meets the specified requirements outlined in Paragraph 5 of this subsection
will be required at the applicant’s expense.
The applicant shall be informed in writing of this determination, the
rationale for the determination, the issues to be addressed to cure the
inadequacies, and whether a Comprehensive Hydrogeologic Report will be required
to adopt or certify an environmental document.
(5)
If adequate baseline information is available in the form of a prior
hydrogeologic investigation, then only a supplemental hydrologic report may be
required. The supplemental hydrologic
report shall consist of background information from approved prior
investigations and shall be updated to incorporate the impacts of the proposed
development into the findings and conclusions of the prior investigations. The approval of the use of prior
hydrogeologic investigations shall be made by the General Manager. B. After reviewing the Initial Water Use
Questionnaire, the General Manager or the Health Officer shall determine
whether existing hydrogeological investigations can be incorporated by
reference to cover all or some of the pertinent issues. 3. Nitrate Loading Impact Questionnaire
The application shall be preceded or accompanied by a completed Nitrate
Loading Impact Questionnaire.
Completion of the Questionnaire will depend on the project’s proposed
sewage, wastewater, agricultural, and landscaping components. If it is determined by the Health Officer,
from the Nitrate Loading Impact Questionnaire, that the project has the
potential to adversely affect the groundwater quality in the project’s
vicinity, additional nitrate loading information shall be provided as described
in paragraph 5 of this subsection and will be required at the applicant’s
expense. The applicant shall be
informed in writing of this determination, the rationale for the determination,
the issues to be addressed to cure the inadequacies, and whether a
Comprehensive Hydrogeologic Report will be required to adopt or certify an
environmental document. The Health
Department shall be the lead agency in determining the nitrate loading produced
by a proposed project and evaluating the potential public health and safety
threats of the nitrate loading on the water source for the proposed project and
other potable water supplies in the affected area. 4. Evaluation of Public Health and
Safety Impacts The
source of water within the project boundaries which are to provide groundwater
or surface water for the lots shall be evaluated for potential public health
and safety impacts. The Monterey County
Health Department shall be the lead agency in determining the adequacy of the
proposed project’s water supply, and in evaluating the health and safety
threats to the supply. After
an application has been deemed complete, and prior to circulation of an
environmental document, the following information shall be required depending
on the water supply proposed: A. For Individual Wells; a minimum of one well
will be needed meeting the following standards; 1) a chemical analysis on the well(s) as per
Chapter 15.04 Monterey County Code, 2) witnessed and documented well production
information proving a sustained minimum of 2 GPM for each of the lots proposed,
3) copy(ies) of the Well Driller’s Log(s), 4) provide written documentation, as
necessary, that no other reasonably available water source can physically and
legally serve the project. B. For 2-4 Connection Water System; 1) a chemical analysis as per Chapter 15.04
Monterey County Cod 2) well production information meeting the
minimum flow requirements as per Chapter 15.04 Monterey County Code, 3) copy(ies) of the Well Driller’s Log(s), 4) if applicable, a can and will serve letter
from the owner/operator of the water system, 5) provide written documentation, as
necessary, that no other reasonably available water source can physically and
legally serve the project. C. For 5 to 200 Connection Water System; 1) a chemical analysis as required per Title
22, Chapter 15, California Code of Regulations, 2) well production information meeting the
minimum flow requirements as per Title 22, Chapter 15, California Code of
Regulations, 3) copy(ies) of the Well Driller’s Log(s), 4) if applicable, a can and will serve letter
from the owner/operator of the water system, 5) provide written documentation, as
necessary, that no other reasonably available water source can physically and
legally serve the project. D. For Public/Municipal Water System (over 200
connections); a “can and will serve” letter from the owner/operator of the
water system. 5. Comprehensive Hydrogeologic
Investigation A. After an application has been deemed
complete, and prior to circulation of an environmental document, a
hydrogeologic report based on a comprehensive hydrological investigation shall
be prepared by a registered civil engineer or a certified geologist,
hydrogeologist, or hydrologist, at the applicant’s expense if required by this
section. The applicant shall be solely
responsible for the completeness of the report and shall use professional
judgment in preparing the hydrogeologic report. A minimum of four (4) copies shall be submitted to the Director
of the Planning and Building Inspection Department. The report shall be reviewed by the General Manager and the
Health Officer. If necessary, the
General Manager shall solicit recommendations from the appropriate water
management agency serving the area of the proposed development. B. After review of the hydrogeologic report,
the General Manager may require that the report be revised to include
additional information or assessment, as deemed necessary, or as recommended by
another water management agency, or the Health Officer. A third party review, at the applicant’s
expense may also be required. C. The hydrogeologic report shall contain the
following elements: (1)
Summary. The summary shall
include a condensed version of the hydrogeologic report, the conclusions of the
author, and any mitigation measures. (2)
Introduction. The introduction
shall contain the purpose and scope of the proposed project, along with its
location and areal extent. A
description of the existing site including to-scale site plans showing existing
structures and landscaping, roads, land use, wells, and water lines. (3)
Site Description. A description
of the proposed project including to-scale site plans showing proposed building
foot prints and landscaping, streets and road, water supply, sewage disposal,
and stormwater runoff facilities. (4)
Hydrogeologic Setting. The
topography, geology, recharge area, and soils of the proposed project site
shall be discussed along with any groundwater exploration programs undertaken
in the area. (5)
Hydrometeorologic Setting. The
historic rainfall and evapotranspiration shall be quantified. Include an isohyetal map and a discussion of
any long-term fluctuations. (6)
Surface Water Resources. This
section shall include discussion of and a map showing all watershed and
drainage features. Any wetlands shall
be identified and the impacts of the proposed project on them shall be
discussed. Any streamflow shall be
quantified along with a discussion of the water quality. A discussion of the stormwater drainage
caused by the proposed project’s impervious surfaces and how it will be
controlled shall be included. An
analysis of the potential for the beneficial use of captured stormwater shall
be included. (7)
Groundwater Resources - Four (4) items shall be quantified and discussed
in this section as follows: (a)
Hydrogeologic environment shall include aquifer identification and
characterization, groundwater basin delineation, well yields, and a
characterization of soils. (b)
Groundwater levels and flow shall include a discussion of groundwater
levels, a groundwater contour map, and a discussion of any seasonal and/or
long-term fluctuations. This section
shall also include a discussion of the recharge areas and the amount of
recharge shall be quantified using monthly time-step methodology. (c)
Groundwater in storage shall be quantified by discussing the amount of
ground-water in storage and the amount that can be recovered. (d)
Groundwater quality shall be discussed and any impacts on the
groundwater by the proposed project shall be discussed and mitigation measures
listed. (8)
Water Demand. The current water
use for the site shall be discussed and quantified. The projected water demand for the proposed project shall be
discussed and quantified (show source of information and method of
calculations). (9)
Water Balance. Discuss and
calculate the water balance for the proposed project using monthly time-step
methodology. The groundwater recharge
shall include groundwater inflow plus the average precipitation minus
evapotranspiration, runoff or streamflow, and soil moisture demands. The net groundwater recharge minus the
existing demand and proposed project water demands equals change in storage. The report shall identify the long-term safe
yield of the aquifer and the long-term source of water for the proposed
project. (10)
Nitrate Balance. Discuss and
calculate the nitrate balance for the proposed project. The source of any nitrate contamination
should be included along with the effects of the proposed project on the
nitrate balance. Calculated nitrate
levels shall be compared to actual levels.
(11)
Mitigation Measures. This
section should discuss any mitigation measures that will lessen the proposed
project’s water demand and its effects on the groundwater. (12)
Conclusions. The author’s
conclusions as to the adequacy of water for the project in terms of quality,
quantity, and assured long term water supply, and the effect(s) of the project
on the groundwater of the area. (13)
References. (14)
Appendices. (15)
Additional information. Such
other information as the General Manager or the Health Officer may specify,
identify, or request following the assessment of the Initial Water Use Questionnaire
and the Initial Nitrate Loading Questionnaire.
6. Supplemental Hydrologic Report. After an application has been deemed
complete, and prior to circulation of an environmental document, the following
additional information may be required as set forth below: A. After reviewing the Initial Water Use
Questionnaire and/or hydrogeologic investigation the General Manager or Health
Officer shall determine whether existing hydrogeological investigations can be
incorporated by reference to cover all or some of the pertinent issues. B. If a supplemental hydrologic report is
required, the General Manager or Health Officer, shall specify the issues to be
covered in the report to address the agencies’ pertinent issues. The applicant shall be given notice of
applicable legal timelines in which to provide the additional information
required. (Ord. 3855, 1996.) M. Three copies of a detailed geological
report prepared in conformance with California Division of Mines and Geology
standards, that addresses seismic hazards, faulting, slope stability and
liquefaction potential and contains measures recommended by the geologist for
any geologic hazards that are shown as a result of the report. The report shall be prepared by a California
registered geologist. The report shall
be subject to the approval of the Director of Planning and Building
Inspection. In the case of a minor
subdivision, a preliminary geologic report shall be required when it is
determined that the subject project lies within a zone IV to VI geologic
hazard. N. Two copies of an archaeology report
prepared by a certified archaeologist (SOPA, Society of Professional
Archaeologists) where the proposed project is located in a "moderate or
high sensitivity archaeological zone as shown on an Archaeological Sensitivity
Map of the General Plan, Area Plan or Coastal Land Use Plan. O. In the event the proposal is for the
conversion of a mobile home park to another use, a report as prescribed by
Government Code Section 66427.4 shall be submitted to address the impact o
conversion upon displaced residents of the mobile home park to be
converted. P. A description of prior development activity
on the site such as the removal of any vegetation, grading, etc. which may affect the proposed
subdivision. Q. Other data or information necessary to
complete processing the map and environmental documents. |