Watsonville City Council
March 8, 2022

WHEREAS, the fees collected pursuant to this resolution shall be used to finance the public facilities described or identified in the Parks and Recreation Development Impact Fee Study Report; and
WHEREAS, after considering the specific projects to be funded by the development impact fees and the cost estimates contained in the Parks and Recreation Development Fee Impact Study Report, the City Council approves such projects and costs estimates and finds them reasonable as the basis for calculating and imposing the parks and recreation development impact fees; and WHEREAS, the projects and fee methodologies identified in the Development Impact Fee Study Report are consistent with the City's 2005 General Plan.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

1. The City Council of the City of Watsonville hereby determines as follows:

A. Each owner of a lot or parcel of property within the city, as described in Chapter 3-15 of the Watsonville Municipal Code, shall pay to the City prior to the issuance of a building permit for the construction of any residential development project as defined therein, the following fees:

1. The Parks and Recreation Impact Fee described in the attached Exhibit A to this Resolution subject to the provisions of Chapter 3-15 of the Watsonville Municipal Code and the terms contained in Exhibit A.

2. The Quimby Fee (In-Lieu Park/Open Space Fee) described in the attached Exhibit A to this Resolution subject to the provisions of Chapter 3-15 and Article 2 of Chapter 13-6 of the Watsonville Municipal Code and the terms contained in Exhibit A.

B. The fees authorized by this section shall be cumulative such that each owner of a lot or property shall be charged each applicable fee, subject to any credits, deferrals, waivers and/or reductions authorized and set forth in Chapter 3-15 of the Watsonville Municipal Code. Moreover, the amount of each of these fees shall not exceed the fair share of the estimated cost of constructing and/or acquiring the corresponding facilities described in

the Parks and Recreation Development Impact Fee Report. The amount of each fee shall be reviewed and revised from time to time, but not more than once annually, and shall be set by resolution of the City Council following due notice.

2. Be it further resolved that any other resolutions and/or parts of any other resolution in conflict herewith are hereby repealed.

3. Should any section, subsection, clause or provision of this Resolution for any reason be held to be invalid or unconstitutional, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this Resolution, it being hereby expressly declared that this Resolution, and each and every section, subsection, sentence, clause and phrase hereof would have been prepared, proposed, approved, adopted and/or ratified irrespective of the fact that any one or more section, subsections, sentences, clauses or phrases of this Resolution be declared invalid or unconstitutional.

4. City Clerk shall certify to the passage and adoption of this Resolution.

5. The fees adopted pursuant to this Resolution go into effect 60 days from the adoption of this Resolution.
*********************************

Exhibit “A”

City of Watsonville Citywide Fee Schedule
Park Land In-Lieu Fee, Park Land Impact Fee, Park Improvement Impact Fee, and Community Centers & Recreational Facilities Impact Fee
Total Parks and Recreation Impact Fees per Unit
Dwelling Unit
Size in Sq Ft
Park
Land
In-Lieu
Fee 1
Park
Land
Impact
Fee
Park
Imprvmt
Impact
Fee
Comm/Recr
Impact Fee Total 2
<600 0.0016 $1,117 $1,357 $187 $2,661
600-900 0.0028 $1,951 $2,369 $326 $4,646
>900-1,200 0.0039 $2,772 $3,366 $463 $6,601
>1,200-2,100 0.0050 $3,502 $4,253 $585 $8,340
>2,100 0.0055 $3,876 $4,707 $648 $9,231
1 Fees are calculated on the fair market value per acre valuation of the project. 2 Total includes the park land impact fee rather than the park land inlieu fee; only one of the two fees would be charged to a single project, depending on whether it involves a subdivision.

Park Land In-Lieu Fees (Subdivisions)
Dwelling Unit
Size in Sq Ft
Acres
per
Capita
Population
per Unit
Max
Acres
per
Unit
Fee -
40% of
Max
<600 0.003 1.32 0.0040 0.0016
600-900 0.003 2.31 0.0069 0.0028
>900-1,200 0.003 3.28 0.0098 0.0039
>1,200-2,100 0.003 4.15 0.0124 0.0050
>2,100 0.003 4.59 0.0138 0.0055
Fees are calculated on the fair market value per acre valuation of the project.

Exhibit “A”

Park Land Impact Fees (Non-Subdivision Projects)
Dwelling Unit
Size in Sq Ft
Cost per
Capita
Population
per Unit
Max Impact
Fee per
Unit
Fee -
40% of
Max
<600 $2,111.85 1.32 $2,794 $1,117
600-900 $2,111.85 2.31 $4,877 $1,951
>900-1,200 $2,111.85 3.28 $6,929 $2,772
>1,200-2,100 $2,111.85 4.15 $8,755 $3,502
>2,100 $2,111.85 4.59 $9,690 $3,876
* These impact fees do not apply to residential subdivisions that are required to dedicate park land or pay fees in lieu of dedication pursuant to the Quimby Act
Park Improvement Impact Fees (All Residential Development) Dwelling Unit
Size in Sq Ft
Cost per
Capita
Population
per Unit
Max Impact
Fee per
Unit
Fee -
40% of
Max
<600 $2,564.78 1.32 $3,393 $1,357
600-900 $2,564.78 2.31 $5,923 $2,369
>900-1,200 $2,564.78 3.28 $8,415 $3,366
>1,200-2,100 $2,564.78 4.15 $10,633 $4,253
>2,100 $2,564.78 4.59 $11,768 $4,707
Community Centers and Recreation Facilities Impact Fees Dwelling Unit
Size in Sq Ft
Cost per
Capita
Population
per Unit
Max Impact
Fee per
Unit
Fee -
40% of
Max
<600 $353.05 1.32 $467 $187
600-900 $353.05 2.31 $815 $326
>900-1,200 $353.05 3.28 $1,158 $463
>1,200-2,100 $353.05 4.15 $1,464 $585
>2,100 $353.05 4.59 $1,620 $648

City of Watsonville, Park Development Fees
Public Hearing – City Council
March 8, 2022
Presented by:

2 Recommendation
That the City Council:
• Adopt a Resolution approving the Parks and Recreation Impact Fee Study, dated January 18, 2022, prepared by NBS Government Finance Group; and • Adopt an Ordinance adding Chapter 15 entitled Park Development Impact Fees of Title 3 (Finance) and repealing Articles 5 and 6 to Chapter 6 (Taxation) of the Watsonville Municipal Code; and
• Adopt an Ordinance amending Chapter 6 of Title 13 by repealing article 2 (Parkland Dedications and Payment of In-Lieu Fees) in its entirety and replacing with a new Article 2 Entitled Quimby Park Land Dedication and Fees in Lieu; and • Adopt a Resolution approving Parks and Recreation Impact Fees to financially mitigate impacts to parks and recreational facilities and approving Quimby In-Lieu Fees.

3 BACKGROUND

4 Current Fees
• Parkland dedication and in lieu fees
charged to developers
• First established in 1974
• Last reviewed and updated in 2008
• Over the past 20 years (FY 00/01 –
20/21):
– $3,609,319 collected
– $6,840,831 spent
• Average of $227,000 per year
• Franich Park, Callaghan Remodel,
Ramsay Skatepark

5 Current Needs
• Deferred Maintenance needs of City parks
estimated at $20 million
• Inequitable Access to Parks
– Watsonville residents have access to

2.25 acres of parkland per 1,000
residents, (National average is 10 acres
per 1,000.)
– Watsonville has 143 acres of parkland
vs. the City of Santa Cruz’s 1,700 acres.
– These historical and systemic
inequities have a direct relation to
individual and community health and
well-being

6 Purpose
The recommended actions are intended to:
• Update the City’s ordinances to create parity with current State legislation, including changing the fee assessment from a per bedroom fee to square footage fee, and
• Modernize the City’s fee structure to increase revenue that supports expanded access to quality park and recreation spaces.

7 Council Strategic Plan
This action supports the Council’s priorities and objectives of:
• 2- Fiscal Health – Sustainable Parks Funding
• 3- Infrastructure and Environment – Parks and Road
Infrastructure
• 5 - Community Engagement and Well-Being – Parks
Accessibility, Services for Youth
• 6 - Public Safety – Youth Development
• 7 - Efficient and High Performing Government – Financial Management

8 CITY OF WATSONVILLE FINAL REPORT - PARKS

AND RECREATION IMPACT FEE STUDY

9 Study Addresses Two Broad Classes Fees
The Quimby Act authorizes a city or county to
require residential subdivisions to dedicate land
for parks or pay fees in lieu of dedication.

The Quimby Act authorizes a city or county to
require residential subdivisions to dedicate land
for parks or pay fees in lieu of dedication.

Impact Fees may be collected to pay for park
land (for projects not involving a subdivision),
park improvements, community centers,
recreation facilities, etc. *
*Requires a Nexus Between the Fees and the Impact of Development 1 2

10 The Quimby Act (Govt. Code Section 66477)
• Part of the Subdivision Map Act
• Applies Only to Residential Subdivisions
• City May Require Dedication of Land for Parks or…
• Payment of Fees in Lieu of Dedication
• To Be Used for Neighborhood or Community Parks
• By Definition, In-Lieu Fees Are Based on the Cost of
Land

11 The Quimby Act – Acres vs. Population
• Park Land Dedication Requirement Based on Park
Acres per 1,000 Population
• Requirement is Based on Existing Ratio of Park
Acres to Population…
• With a Minimum of 3.0 Acres per 1,000 (0.003
Acres per Capita)…
• And a Maximum of 5.0 Acres per 1,000 (0.005
Acres per Capita)

12 The Quimby Act – In-Lieu Fees
• In-Lieu Fee per Unit Based on Acres per Capita,
Land Value per Acre and Population per Unit
• Some Cities Apply a Citywide Estimated Land Value
for All In-Lieu Fees
• Watsonville Assesses Land Value for Each Project
• Hypothetical Calculation Based on 0.003 Acres per
Capita, $500,000 per Acre and 3 People per Unit:

0.003 X $500,000 = $1,500 X 3 = $4,500

13 Quimby Act is the Best (Only?) Tool Available to
Acquire Park Land from Residential Subdivisions
Key Advantage: Quimby Act Allows a Ratio of 3
Acres per 1,000, Even if the Base Ratio is Lower
Flexibility: In-Lieu Fees Are Based on Land Cost, but
May be Used to Improve or Rehab Existing Parks
Quimby Takeaways
1 2
3

14 Construct Park
Improvements
Construct
Community Centers
and Recreation
Facilities
Acquire
Maintenance
Vehicles and
Equipment
Acquire Park Land
from Projects
Not Involving a
Subdivision
Impact Fees for Parks and Recreation Facilities
May Be Used To:

15 Impact Fees – Required Nexus
Legally, Impact Fees Require A “Nexus” (Case Law) or
“Reasonable Relationship” (Mitigation Fee Act)

1. Development Must Create A Need for Facilities
Funded by Impact Fees

2. Development Must Benefit from Facilities Funded
by Impact Fees

3. Impact Fees Must Be Proportional to the Impact of
Development

16 Calculating Impact Fees
• AB 602 Requires Impact Fees to Be Based on the
Existing Level of Service, Unless Other Basis Can
Be Justified
• For Park Land and Improvements, Impact Fees Are
Typically based on Existing Ratio of Park Acres to
Population (Acres per Capita)
• For Recreation Facilities, Impact Fees Are Typically
Based on the Relationship Between Existing
Population and the Value of Existing Facilities
(Cost per Capita)

17 Population per Unit
• Watsonville’s Existing Park Fees are Based on the
Number of Bedrooms per Unit
• Impact Fees Calculated in the Current Study Are
Based on Square Feet per Unit Ranges
• In This Study, Population per Unit Is Estimated for
Each Square Feet per Unit Range…
• Based on the Mix of Existing Units by Number of
Bedrooms (From Census Bureau Data)
• Population per Unit Estimates Tied to the Existing
Population of the City

18 Population-per-Unit by Unit Size
Dwelling Unit No. of % of No. of Est % of Estimated Pop per Size in Sq Ft Bedrooms Units Units Pop Pop Unit
<600 0 5.4% 769 2.0% 1,017 1.32
600-900 1 11.6% 1,651 7.5% 3,813 2.31
>900-1,200 2 33.2% 4,726 30.5% 15,506 3.28
>1,200-2,100 3 33.6% 4,783 39.0% 19,827 4.15
>2,100-2,500 4 14.4% 2,050 18.5% 9,405 4.59
>2,500 5+ 1.8% 256 2.5% 1,271 4.96
Total/Average 100.0% 14,234 100.0% 50,838 3.57

19 Acres per Unit/Impact Fee per Unit Summary
Dwelling Unit
Size in Sq Ft
Quimby
Dedication
Acres per Unit
Park Land
Impact Fee
per Unit
Park Imprvmt
Impact Fee
per Unit
Comm/Recr
Impact Fee
per Unit Total 5
<600 0.0040 $2,793.57 3,392.72 $467.02 $6,653.31
600-900 0.0069 $4,876.71 5,922.63 $815.28 $11,614.62
>900-1,200 0.0098 $6,929.24 8,415.37 $1,158.41 $16,503.02 >1,200-2,100 0.0124 $8,754.85 10,632.54 $1,463.62 $20,851.00 >2,100-2,500 0.0138 $9,690.20 11,768.49 $1,619.98 $23,078.68 >2,500 0.0149 $10,475.89 12,722.69 $1,751.33 $24,949.92

20 PROPOSED FEES

21 Fee Imposed on whom? Pays for what? When is it imposed? Quimby Act
(Developers will
be either subject to the
Quimby Act program, or the
Park Land Impact Fee – not
both.)
New residential subdivision
development
(Note that the Quimby Act
requires a land dedication; the
“in-lieu” fee is an option
instead of a land dedication)
The dedicated land must be
used for a park; in-lieu fees
may only be used to purchase
parkland and develop
recreational facilities
As a condition on the final map
Park Land Impact Fee New residential development
not requiring a subdivision
map
Costs of acquiring new
parkland
Prior to the issuance of
building or development
permit
Park Improvement Impact Fee New residential development (subdivision and nonsubdivision development)
Costs of park improvements
(including maintenance and
equipment)
Prior to the issuance of
building or development
permit
Community Center and
Recreation Facilities Impact
Fee
New residential development
(subdivision and nonsubdivision development)
Costs of maintaining
community centers and
recreation facilities
Prior to the issuance of
building or development
permit
Summary of Fees
Fees are charged to developers of residential construction only.

22 Propose Fees
• Fee study establishes the maximum the City can charge • Increasing existing fees to maximum may have adverse effect on development
• Staff recommends:
– Fees be adopted at 40% of the maximum allowed.
– Fees be increased by 10% every 2 years, with adoption of each biennial budget , beginning with the Fiscal Year 2023-2025 budget. • Allow for a more gradual increase in fees and bring the City’s fees in line with other comparable jurisdictions that have more recently updated park fees.

23 Current Fees
Dwelling
Unit Size in
Sq Ft
Park Land InLieu FeePark Land
Impact Fee
Park
Improvement
Impact Fee
Comm/Recr
Impact Fee Total Notes
<600 N/A $0.00 $0.00 $0.00 N/A
600-900 $1,500 $0.00 $0.00 $0.00 $1,500
1 bedroom
- $1500 per
room
>900-1,200 $3,000 $0.00 $0.00 $0.00 $3,000
2 bedroom
- $1500 per
room
>1,200-
2,100 $5,001 $0.00 $0.00 $0.00 $5,001
3 bedroom
- $1667 per
room
>2,100-
2,500 $7,500 $0.00 $0.00 $0.00 $7,500
4 bedroom
- $1875 per
room
>2,500 $9,375 $0.00 $0.00 $0.00 $9,375
5 bedroom
- $1875 per
room
Commercial and Industrial: $0.50 per sq ft
Existing Fees are calculated per bedroom Page 318 of 870 24 Maximum Allowed
Dwelling
Unit Size in
Sq Ft
Park Land InLieu Fee1Park Land Impact
Fee
Park
Improvement
Impact Fee
Comm/Recr
Impact Fee Total
Variance
from
Current2
<600 0.004 $2,794 $3,393 $467 $6,653 New Fee
600-900 0.007 $4,877 $5,923 $815 $11,615 $10,115
>900-1,200 0.0098 $6,929 $8,415 $1,158 $16,503 $13,503
>1,200-2,100 0.0125 $8,755 $10,633 $1,464 $20,851 $15,850 >2,100-2,500 0.0138 $9,690 $11,768 $1,620 $23,079 $15,579 >2,500 0.0149 $10,476 $12,723 $1,751 $24,950 $15,575
1 Park land in-lieu fee for subdivisions is listed in Acres per Unit. Fee based on fair market value. 2 Variance does not include TBD Park Land In-Lieu Fee

25 Proposed Fees (40% of Max)
Dwelling
Unit Size in
Sq Ft
Park Land InLieu Fee1Park Land Impact
Fee
Park
Improvement
Impact Fee
Comm/Recr
Impact Fee Total
Variance
from
Current2
<600 0.0016 $1,117 $1,357 $187 $2,661 New Fee
600-900 0.0028 $1,951 $2,369 $326 $4,646 $3,146
>900-1,200 0.0039 $2,772 $3,366 $463 $6,601 $3,601
>1,200-
2,100 0.0050 $3,502 $4,253 $585 $8,340 $3,339
>2,100 0.0055 $3,876 $4,707 $648 $9,231 $1,731
1 Park land in-lieu fee for subdivisions is listed in Acres per Unit. Fee based on fair market value. 2 Variance does not include TBD Park Land In-Lieu Fee
Fee tier for units larger than 2,100 eliminated.

26 Financial Impact
• Based on projected population growth through 2045, proposed fees would increase average annual revenue from $227,000 to $465,000. • Actual revenue is dependent on development and projects that the City can assess impact fees for by law.
• In Fiscal Years 18-19 and 19-20, the City collected $27,636 and $30,689 in park impact fees.
• Sharp decline largely to mandated exemptions for accessory dwelling units (ADUs).
• Increase to average annual revenue from the proposed fees is likely far less.

27 Fiscal Impact (cont.)
• These fees alone are not enough to fully address Watsonville’s park inequities and deferred maintenance needs. A more
significant funding source is needed to sustain current service levels and accommodate future growth.
• Recommended that these fees be increased by 10% every 2 years, aligned with biennial budget cycle.
• Per State law, this Nexus Study and associated fees must be updated every eight (8) years.

28 Commission Recommendations
• Planning Commission (Public Hearing - March 1, 2022) – Unanimously recommended Staff’s recommendation
• Parks and Recreation Commission (March 7, 2022) –
Unanimously recommended Staff’s recommendation

29 Recommendation
That the City Council:
• Adopt a Resolution approving the Parks and Recreation Impact Fee Study, dated January 18, 2022, prepared by NBS Government Finance Group; and • Adopt an Ordinance adding Chapter 15 entitled Park Development Impact Fees of Title 3 (Finance) and repealing Articles 5 and 6 to Chapter 6 (Taxation) of the Watsonville Municipal Code; and
• Adopt an Ordinance amending Chapter 6 of Title 13 by repealing article 2 (Parkland Dedications and Payment of In-Lieu Fees) in its entirety and replacing with a new Article 2 Entitled Quimby Park Land Dedication and Fees in Lieu; and • Adopt a Resolution approving Parks and Recreation Impact Fees to financially mitigate impacts to parks and recreational facilities and approving Quimby In-Lieu Fees.

30 QUESTIONS

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C:\Program Files\eSCRIBE\TEMP\2242377506\2242377506,,,Miles Lane Project Major Modification(1).docx Agenda Report
MEETING DATE: Tuesday, March 8, 2022
TO: City Council
FROM: COMMUNITY DEVELOPMENT DIRECTOR MERRIAM

PRINCIPAL PLANNER JUSTIN MEEK, AICP

HOUSING MANAGER CARLOS LANDAVERRY
SUBJECT: HEARING TO CONSIDER RESOLUTION (1) APPROVING A MAJOR MODIFICATION (PP2021-2663) OF THE MILES LANE PROJECT
(PP2019-14) TO ALLOW THE RELOCATION OF BUILDING 5 TO

AVOID OVERHEAD POWER LINES ACROSS THE PROPERTY AT
139 MILES LANE, WATSONVILLE, CALIFORNIA (APN 0

STATEMENT OF ISSUES
The MidPen Housing portion of the approved Miles Lane Project consists of the construction of five 3-story buildings with a total of 72 apartment units and one 2-story community center with managers unit on two properties totaling 3.7± acres located at 139-155 Miles Lane (APNs 16-491-02 & -03). Overall development includes demolishing existing structures and installing new onsite circulation and parking lot, landscaping, open space areas, stormwater facilities, and trash enclosures.

The modification request involves moving one of the buildings (“Building 5”) and associated parking lot and driveway access to avoid an overhead power line running across the property at 139 Miles Lane (APN 016-491-03). The building would be rotated 180 degrees and placed on the opposite side of the building pad. This would allow surface parking (instead of a portion of Building 5) to be placed under the power lines, which is allowed by PG&E. The request involves a Major Modification (PP2021-2663) to Special Use Permit/Specific Development Plan and Design Review with Environmental Review (PP2019-14) approved by City Council on June 23, 2020 (Resolution Nos. 120-20 and 121-20).

RECOMMENDED ACTION
Staff recommends that the City Council adopt a resolution approving a Major Modification (PP2021-2663) of the approved Miles Lane Project (PP2019-14) to allow the relocation of Building 5 to avoid overhead power lines across the property at 139 Miles Lane (APN 016-491- 03).

This recommendation is based on findings and subject to conditions of approval.

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BASIC PROJECT DATA
Application: PP2021-2663
Location: 139 Miles Lane (APN 016-491-03)
Lot Size: 2.2± acres
General Plan: Residential Medium Density and Environmental Management Zoning: Residential Medium Density/Planned Development (RM-2/PD) and Environmental Management-Open Space (EM-OS)
Surrounding: Residential Medium Density in the RM-2 Zoning District (north & east) and Residential Medium Density in the RM-2 Zoning District and Residential Manufactured Home Park (R-MH) Overlay District (south)
Existing Use: Vacant (entitled for affordable housing)
Proposed: Affordable housing
Surrounding: Residential (i.e., multifamily housing, mobile homes) Flood Zone: A portion of the overall project site is within the 100-year floodplain CEQA Review: The City adopted a Mitigated Negative Declaration for the approved Miles Lane Project
Applicant: Elizabeth Nahas Wilson, MidPen Housing, 275 Main St., Ste. 204, CA 95076 Owner: MP Miles Lane Associates LP, 303 Vintage Park Drive, Ste. 250, Foster City, CA 94404

BACKGROUND
On June 23, 2020, the City Council of the City of Watsonville adopted joint Resolution Nos. 111-20 (CM) and 1-20 (SHA), approving a loan commitment in the amount of $2,335,000 to MidPen Housing Corporation for the construction of a 72-unit affordable housing development at 139-161 Miles Lane and 201 Kimberly Lane (APNs 016-491-01, -02, & -03, & 016-111-44, contingent upon satisfying the City’s development requirements and CEQA compliance. This action appropriated $1,535,000 from the Successor Housing Agency Fund and $800,000 from the Inclusionary Housing Fund.

Also on June 23, 2020, the City Council of the City of Watsonville adopted Resolution Nos. 120-20 and 121-20, adopting a Mitigated Negative Declaration and approving a Lot Line Adjustment, Density Bonus, Planned Development, and Special Use Permit/Specific Development Plan with Design Review and Environmental Review (PP2019-14) to allow the construction of the Miles Lane Project on a 4.7± acre site located at 139, 141, 161 Miles Lane and 201 Kimberly Lane (APNs 016-491-01, -02, & -03, & 016-111-44). The approved Miles

3/3/2022 10:04:25 PM
C:\Program Files\eSCRIBE\TEMP\2242377506\2242377506,,,Miles Lane Project Major Modification(1).docx Lane Project was a joint effort between MidPen Housing1 and Encompass Community Services2 and consists of a 72-unit affordable housing development (for MidPen Housing) and the redevelopment of in- and out-patient treatment facilities (for Encompass).

To date, MidPen Housing has secured funding in the amount of $54,775,324 to build its portion of the Miles Lane Project. Below is a breakdown of the main funding sources:
 City of Watsonville Loan ($2,335,000)
 Conventional Permanent Loan – A Tranche ($11,897,000)  HCD No Place Like Home (NPLH) Program ($1,650,678)
 HCD Joe Serna, Jr. Farmworker Housing Grant (FWHG) Program ($6,752,313)  Building Electrification Grant – Central Coast Community Energy ($180,000)  Capital Contributions – Limited Partners ($31,853,911) On September 1, 2021, a MidPen Housing representative informed staff that the power lines which run across the portion of the overall Miles Lane Project site at 139 Miles Lane (APN 016- 491-03) are in conflict with the stairs in Building 5. Their architect had made an incorrect assumption about how far the building needed to be from the power lines (Attachment 6). Since PG&E would not allow the building’s stairs to be constructed within their easement, MidPen Housing looked into how to resolve this issue by flipping the building and parking layout (i.e., moving Building 5 closer to the retaining wall and placing parking behind the building closer to the overhead power lines). City staff confirmed that changing the location and orientation of Building 5 would require a Modification request to the approved plans and, therefore, would have to go back to the final approving body.

The design team for MidPen Housing continued work on preparing construction-ready drawings for a Building Permit submittal with the understanding that the drawings could not be approved until such time that the City Council had reviewed and approved a Modification request to change the previously approved plans.

On November 9, 2021, Elizabeth Nahas Wilson with MidPen Housing, applicant, on behalf of MP Miles Lane Associates LP, property owner, applied for a Major Modification to allow the relocation and reorientation of Building 5 and associated parking lot and driveway access to avoid an overhead power line running across the property at 139 Miles Lane (APN 016-491- 03).

1 MidPen is a non-profit that develops, owns and managers affordable housing. In the 50 years since it was founded, MidPen has developed over 100 communities and 8,500 homes for low-income families, seniors and special needs individuals throughout Northern California. (MidPen Housing website, https://www.midpen-housing.org/about-midpen/, visited on January 19, 2022).
2 Encompass is a non-profit organization that provides services in behavioral health, family and social well-being, early childhood education, housing, and substance use recovery. Begun in 1973, Encompass has about 40 programs throughout Santa Cruz County (Encompass Community Services website, https://www.encompasscs.org/about_us, visited on January 19, 2022).

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PROCESS
Modification
The proposed changes to the project design are not minor in nature as they involve moving a building and associated parking lot and driveway access, and therefore are considered major revisions. In accordance with Watsonville Municipal Code (WMC) Section 14-12.1000, where the holder of an approved application for a development permit wishes to make a major revision to the approval, an application including all required materials and fees shall be submitted to the Community Development Department and forwarded for approval of the final decision-maker in accordance with the procedures established for the original approval. As the original Miles Lane Project was approved by the City Council, the proposed revisions are being brought to the City Council for their review and consideration.

DISCUSSION
Existing Site
The overall project site totals 4.7± acres. The portion of project site devoted to MidPen Housing is 3.7± acres with the remaining property area of 1.0± acres for use by Encompass. Altogether, the overall project site consists of four properties located at 139-161 Miles Lane and 201 Kimberly Lane.

Situated along the south side of Miles Lane and east of Santa Clara Street, the site is a short distance from Freedom Boulevard to the west. Single- and multi-family dwellings comprise nearby residences. The upper reaches of the Watsonville Slough runs through the low-lying portion of the site. Portola Heights Mobile Home Park lies just south of the site.

FIGURE 1 Aerial view of the project site and surrounding area Source: Pictometry, 2016
139 Miles Ln
(APN 016-491-03)
Portola Heights
Mobile Home Park
141-155 Miles Ln
(APN 016-491-02)
161 Miles Ln
(APN 016-491-01)
201 Kimberly Ln
(APN 016-111-44)
not a part
(APN 016-491-04)

3/3/2022 10:04:25 PM
C:\Program Files\eSCRIBE\TEMP\2242377506\2242377506,,,Miles Lane Project Major Modification(1).docx Approved Project and Proposed Modification
The approved project involves the construction of eight buildings totaling 101,257± square feet (Attachment 2). Six of the buildings would be used for providing affordable housing by MidPen Housing, and the remaining two would be used as inpatient (residential) and outpatient facilities, which would replace the existing residential substance abuse treatment facility currently operated by Encompass. The affordable housing component consists of 16 studio, 19 1-bedroom, 18 2-bedroom, and 19 3-bedroom units and would provide housing for lower income households. The approved project also includes a centrally located community building that will provide the following amenities and services to the residents: a community room and kitchen, a computer lab, a Learning Center for afterschool programming, a laundry room, and property manager and service manager offices.

As shown in Attachments 3 through 5, the modification request involves the relocation and reorientation of Building 5. The location and orientation of all other buildings would remain unchanged. This request would also not change the overall density or number of dwelling units for the Miles Lane Project. While the project does involve minor changes to finished grades and retaining wall heights around Building 5, it would not result in changing the location of the retaining walls themselves (Attachment 4). The modified site improvements would result in a slight reduction in impervious surfaces (from 13,437± to 11,520± square feet) for Building 5 and the adjoining parking lot and driveway access.

General Plan/Zoning
The majority of the project site is designated Residential Medium Density on the General Plan Land Use Diagram and is within the RM-2 Zoning District. A portion of the site that corresponds with the upper reaches of the Watsonville Slough is designated Environmental Management and is within the EM-OS Zoning District. A Planned Development (PD) Overlay District was established for the site, in 2020, to allow the development of the Miles Lane Project. As discussed in the May 5, 2020 staff report to the Planning Commission under the heading “Conformity with District Regulations and Residential Development Standards,” the Miles Lane Project meets City standards with a concession (permitted under State Density Bonus law) and approved modifications (permitted through the Planned Development process) to certain development regulations for the RM-2 Zoning District and City of Watsonville Residential Development Standards for multi-family rental projects (report).

The proposed relocation and reorientation of Building 5 conforms with all development regulations, including a maximum building height of 48 feet for Building 5. As shown in Attachment 3, the proposed building height of 44 feet is under this limit.3 In addition, the modified project would maintain the same number of parking spaces (102) as the approved project.

Conformity with Residential Design Guidelines
The approved project was found to conform with the City’s Livable Community Residential Design Guidelines (2001), including with respect to principles and objectives concerning site planning, common areas, architectural design, colors and materials, lighting, and landscaping.

3 For buildings with a pitch or hip roof, their height is measured from the ground surface to the average height of the roof’s highest gable. WMC § 14-18.154

3/3/2022 10:04:25 PM
C:\Program Files\eSCRIBE\TEMP\2242377506\2242377506,,,Miles Lane Project Major Modification(1).docx The proposed relocation and reorientation of Building 5 does not involve any design changes to the building’s exterior. The building’s overall massing, architectural details, materials and color schemes remain the same as the approved plans for Building 5 (Attachments 2 and 3).

An artistic illustration of Building 5 showing its original location compared with its proposed location is provided as Attachment 9.

New Conditions of Approval to Address Concerns
In reviewing the modified plans for Building 5, staff raised a number of interrelated concerns regarding potential underground power line alternatives, retaining wall and slope stability considerations, drainage and flooding implications, trail location and construction issues, appropriate stream setbacks, wildlife protection policies, and impacts to sensitive biological resources. As described in the attached letter from Ms. Nahas Wilson, MidPen Housing explored a number of alternatives to resolve the conflict between the power lines and previously approved location for Building 5. These alternatives, however, were determined to be infeasible (Attachment 6). With regards to wildlife habitat protection, the biologist, Joe Rigney with Ecological Concerns Inc., determined that the proposed changes to Building 5’s location and orientation would not create any additional significant biological impacts to the habitat on the project site (Attachment 7) and would not affect the approved Habitat Restoration Plan to mitigate impacts to willow riparian habitat on the western side of the property, in accordance with Mitigation Measure BIO-5 (Attachment 8). To address the remaining concerns, new conditions of approval nos. 44 through 52 are included with the resolution regarding the following topics:
 Structural review of wall design
 Review of floodwater against the retaining wall
 Retaining wall geogrid conflict with building foundation  Consideration of stairs and stair foundation
 Seismic considerations
 Trail design considerations
 Grading plan revisions
 Drainage concerns
Environmental Review
An Initial Study was prepared for the Miles Lane Project in accordance with the provisions of CEQA. The Initial Study addresses the potential physical environmental effects of the project for each of the environmental topics outlined in Appendix G of the CEQA Guidelines. Impacts to biological resources, cultural and tribal resources, geology and soils, hazards and hazardous materials, and transportation were found to be potentially significant but it was determined that those impacts could be mitigated to less than significant levels. Impacts to other resource areas and environmental topics were found to be less than significant without mitigation.

Based on the evidence in the Initial Study, the City Council adopted a Mitigated Negative Declaration and a Mitigation Monitoring and Reporting Program for the project (Resolution No. 120-20).

3/3/2022 10:04:25 PM
C:\Program Files\eSCRIBE\TEMP\2242377506\2242377506,,,Miles Lane Project Major Modification(1).docx The proposed Major Modification would avoid an existing overhead power line. It would not change the number dwelling units or the extent of associated site improvements, such as the location of retaining walls and impervious surface area. Therefore, based on substantial evidence in the light of the whole record, a subsequent negative declaration is not required pursuant to CEQA Guidelines section 15162, as it has been determined that no substantial changes are proposed in the project which will require major revisions to the adopted mitigated negative declaration. The proposed Major Modification would not result in any new impacts to the environment and no increase in the severity of the previously identified significant effects.

No new mitigation measures or project revisions are needed to reduce potential impacts to insignificance.

Affordable Housing Density Bonus Regulatory Agreement
Special legal counsel for the Housing Division and MidPen Housing representatives have identified a need for amending the language in the findings for the Density Bonus to allow the City and MidPen Housing to enter into the Affordable Housing Density Bonus Regulatory Agreement, in accordance with Condition of Approval No. 10. Those amendments require modifying the language contained in the City Council’s original approval resolution to correctly reflect the actual affordability mix (100% lower income) planned for the Miles Lane Project.

CONCLUSION
The proposed Major Modification (PP2021-2663) to the approved Miles Lane Project (PP2019- 14) would allow the relocation of Building 5 and avoidance of overhead power lines across the property at 139 Miles Lane (APN 016-491--03). The project remains consistent with the General Plan and Zoning Ordinance; no further concession from (permitted under State Density Bonus law) or modifications to City standards (permitted through the Planned Development process) are needed to allow the relocation and reorientation of Building 5. The project would provide housing within an existing neighborhood on land designated for residential development and help accomplish the community’s affordable housing goals in the Housing Element. The project design is consistent with the City’s Livable Community Residential Design Guidelines. An Initial Study has been prepared for the project in accordance with the provisions of CEQA, which provides substantial evidence that the project would not have a significant effect on the environment. Therefore, the City Council may adopt a resolution approving the Major Modification (PP2021-2663) to the project entitlements, subject to findings and conditions.

STRATEGIC PLAN
The purpose of the City of Watsonville’s 2021-2023 Strategic Plan is to help the City prioritize its efforts, allocating both fiscal and human resources to achieve a shared vision and goals.

The 2021-23 Strategic Plan identifies seven goals, concerning housing, fiscal health, infrastructure and environment, economic development, community engagement and wellbeing, public safety, and efficient and well-performing government.

This action is consistent with the City Council’s goal to expand quality housing opportunities, in that the project would provide affordable housing for lower income households and is designed in conformance with the City’s objective standards concerning housing developments and Livable Community Residential Design Guidelines (2001).

3/3/2022 10:04:25 PM
C:\Program Files\eSCRIBE\TEMP\2242377506\2242377506,,,Miles Lane Project Major Modification(1).docx

FINANCIAL IMPACT
The project applicant would be required to pay development impact fees at either the time of issuance of building permits or certificate of occupancy. These one-time fees paid to the City by developers are used, for instance, to offset the additional cost of extending public services to a site along with partially funding road improvement projects.

ALTERNATIVES
The City Council may deny the requested Major Modification to the approved plans for the Miles Lane Project. In this case, staff would return at a future meeting with a resolution for denial.

ATTACHMENTS

1. Site and Vicinity Map

2. Approved Site Plan

3. Modified Layout for Building 5

4. Building 5 changes comparison

5. Building 5 impervious surface area comparison

6. MidPen Housing letter regarding alternatives explored

7. Ecological Concerns Inc. letter regarding biological analysis

8. Approved Miles Lane Project Habitat Restoration / Mitigation Plan

9. View of Building 5 from Miles Lane
Electronic copies of the above attachments are available on the City’s website at https://www.cityofwatsonville.org/DocumentCenter/Index/157 under “Projects/Miles Lane Project - Affordable Housing and Treatment Facility/2022-02-22 City Council meeting/Attachments.”

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3 1
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5 6
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8 51
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46 45
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71 70
69 12
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17 18
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24 25
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408
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MARIN ST

MILES LN

FREEDOM
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SANTA CLARA ST

PROSPECT ST

MADERA ST

PORTOLA CI

STANFORD ST

KIMBERLY LN

ERIK LN

WEST HIGH ST

LINCOLN ST
Site and Vicinity Map
PROJECT: PP2021-2663/PP2019-14
APPLICANT: Elizabeth Nahas Wilson with MidPen Housing
APN#s: 016-111-44, 016-491-01; -02, -03
LOCATION OF PROJECT: 139-161 Miles Ln, 201 Kimberly Ln
Prepared by Watsonville GIS Center 1/22/2019 (CODD1904).

This Document is a graphic representation only of best available sources.

The City of Watsonville assumes no responsibility for any errors. 15 19
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5 6
7 10
8 51
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71 70
69 12
15 14
17 18
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36 201
24 25
26 27
28 1031
A-D
A
136
A
1044
1300
715
719
711
609
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10 1
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12 18
16 19
17 128
129
124
71 12
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8 24
937
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930
423
80 84
1046
15 15
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105 109 111 115
AB C D
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120
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06/A
102
104
1208/A
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12 0
12 123
122 124
A
A
A
B
81A
932
1025 A-B
A
B
408
406

MARIN ST

MILES LN

FREEDOM
BL

SANTA CLARA ST

PROSPECT ST

MADERA ST

PORTOLA CI

STANFORD ST

KIMBERLY LN

ERIK LN

WEST HIGH ST

LINCOLN ST
©
Legend
Street
Watsonville City Limit
Parcel
Project Site
300' Buffer Zone
Attachment 1

COVER SHEET A00117148 - A001 MG ATH SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 LANDSCAPE ARCHITECT CIVIL ENGINEER ARCHITECT OWNERS Monterey Carmel TRUE NORTH PROJECT LOCATION Santa Cruz WOOD FINISH XAX.X DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN Pacific Grove WOOD FRAMING CONTINUOUS MEMBER WOOD BLOCKING GYPSUM WALLBOARD A.C. PAVING PLYWOOD X +XXX.X +XXX.X +XXX.X +XXX.X EXISTING GRADE (SPOT) ELEVATION SURFACE REVISION PROPERTY LINE FINISH GRADE (SPOT) ELEVATION SURFACE 139 / 141 Miles Lane & 201 Kimberly Lane Watsonville, California 95076 SAND, MORTAR, PLASTER CONCRETE BLOCK CAST-IN-PLACE (C.I.P.) CONCRETE (E) STUD WALL TO BE REMOVED SOUND INSULATED STUD WALL LEGEND METAL (N) STUD WALL (E) STUD WALL ROCK EARTH XAX.X XXXX
XXX WORK POINT, DATUM POINT OR CONTROL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN VERTICAL OR HORIZONTAL DIAPHRAGM KEY DEMOLITION TAG MATCH LINE KEY TAG WINDOW SYMBOL SYMBOLS XXX DOOR SYMBOL MILES LANE HOUSING 101 1 Gonzales 101 68
1 Carmel Valley
to Big Sur Seaside Soledad G16 Chualar 183156152 Watsonville Castroville Fort Ord Marina Hollister Salinas Prunedale 152 Gilroy156 LOCATION MAP to San Francisco Aptos VICINITY MAP SITE PLANFIRE SPRINKLER NOTES THESE ARE NEW, FULLY FIRE SPRINKLERED BUILDINGS DRAWINGS AND SUPPORTIVE CALCULATIONS FOR ALL NEW FIRE SPRINKLER SYSTEMS ARE REQUIRED TO BE SUBMITTED BY THE INSTALLING LICENSED FIRE SPRINKLER CONTRACTOR (C-16) TO THE FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE "KNOX BOX" AT EACH BUILDING IN LOCATIONS PER FIRE DEPARTMENT RECOMMENDATIONS. THE CONTENTS SHALL INCLUDE EMERGENCY ACCESS KEYS INCLUDING A GRAND MASTER KEY FOR ROOMS, ACCESS KEY(S) TO THE FIRE ALARM PANEL(S) AND SPECIAL ACCESS KEYS (WHERE APPLICABLE). ALL PLAN SUBMITTALS REQUIRING FIRE SPRINKLERS, FIRE SERVICE UNDERGROUND, FIRE ALARMS, AND HOOD AND DUCT SYSTEMS, SHALL BE SUBMITTED TO AND SHALL BE APPROVED BY THE FIRE DEPARTMENT AND FIRE MARSHALL BEFORE A FRAMING INSPECTION SHALL BE GRANTED BY THE BUILDING DEPARTMENT. 34,073 S.F. GENERAL NOTESV-B-S R-2 / R-4 PROJECT TEAM BUILDING AREA (FOOTPRINT): CONSTRUCTION: OCCUPANCY: 4. 3. 2. 1. 101,257 S.F. 16.61% 4.71 ACRES = 205,159 S.F. 016-491-01, 02 & 03, 016-111-44 139 / 141 Miles Lane & 201 Kimberly Lane Watsonville, California 95076 PROJECT INFORMATION BUILDING SITE COVERAGE: BUILDING AREA: APN: ZONING: LOT SIZE: Existing : RM-2 (EM-OS @ wetland area) Proposed : RM-2/PD (EM-OS @ wetland area) LOCATION: PROJECT: Miles Lane Housing / Encompass SHEET INDEX SHT. # SHEET TITLE TITLE A001 COVER SHEET CIVIL C1.0 COVER SHEET & GENERAL NOTES C2.0 EX SITE PLAN C2.1 OVERALL SITE PLAN C3.0 GRADING & DRAINAGE C3.1 GRADING & DRAINAGE C4.0 EARTHWORK SITE PLAN C4.1 SECTIONS C5.0 OVERALL UTILITIES C6.0 EROSION CONTROL ARCHITECTURAL D100 DEMOLITION SITE PLAN A100 ARCHITECTURAL SITE PLAN A110 SITE DETAILS A201 BUILDING 1 ARCHITECTURAL FLOOR PLANS A202 BUILDING 1 ARCHITECTURAL FLOOR PLANS A203 BUILDING 3 ARCHITECTURAL FLOOR PLANS A204 BUILDING 3 ARCHITECTURAL FLOOR PLANS A205 BUILDING 4 ARCHITECTURAL FLOOR PLANS A206 BUILDING 4 ARCHITECTURAL FLOOR PLANS A207 BUILDING 5 ARCHITECTURAL FLOOR PLANS A208 BUILDING 5 ARCHITECTURAL FLOOR PLANS A209 BUILDING 6 ARCHITECTURAL FLOOR PLANS A210 BUILDING 6 ARCHITECTURAL FLOOR PLANS A211 BUILDING 8 ARCHITECTURAL FLOOR PLANS A212 ENCOMPASS RESIDENTIAL PROGRAM A213 ENCOMPASS OUTPATIENT PROGRAM A214 ENLARGED UNIT PLANS A215 ENLARGED UNIT PLANS A216 ACCESSIBLE ENLARGED UNIT PLANS A401 BUILDINGS 1 & 2 EXTERIOR ELEVATIONS A402 BUILDING 3 EXTERIOR ELEVATIONS A403 BUILDINGS 4 & 5 EXTERIOR ELEVATIONS A404 BUILDING 6 EXTERIOR ELEVATIONS A405 BUILDING 7 EXTERIOR ELEVATIONS A406 BUILDING 8 EXTERIOR ELEVATIONS A407 ENCOMPASS EXTERIOR ELEVATIONS LANDSCAPING L-1.0 CONCEPTUAL LANDSCAPE PLAN L-1.1 CONCEPTUAL LANDSCAPE PLAN L-1.2 TREE IMAGES L-2.0 CONCEPTUAL SITE AMENITIES L-2.1 CONCEPTUAL COMMON AREA HARDSCAPE PLAN L-2.2 CONCEPTUAL FENCE PLAN AND ELEVATIONS PHOTOMETRICS PH-1 PHOTOMETRIC SITE PLAN PRELIMINARY MAP PRELIMINARY MAP 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIALS AND LABOR (SHOWN OR INFERRED) ON THESE PLANS TO RENDER THE WORK COMPLETE. 3. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF THE WORK. 4. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR THE PROPER EXECUTION OF THE SAME. 5. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY, PRIOR TO COMMENCEMENT OF WORK. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER AND ESTABLISHED CONSTRUCTION PRACTICES. 7. EXISTING CONSTRUCTION DETAILS SHOWN HEREIN ARE ASSUMED TO BE SUBSTANTIALLY CORRECT AND MAY NOT DEPICT THE ACTUAL CONDITION. THE GENERAL CONTRACTOR SHALL VERIFY <E> CONDITIONS AND NOTIFY THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 8. ANY PROPOSED SHUT DOWN OF UTILITIES SHALL BE REGISTERED IN WRITING AT LEAST SEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALL BE DIRECTED TO THE ARCHITECT. 9. ANY PROPOSED WORK THAT TAKES PLACE AFTER NORMAL BUSINESS HOURS SHALL BE MADE IN WRITING AT LEAST SEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALL BE DIRECTED TO THE ARCHITECT. 10.PROVIDE ALL REQUIRED FIRE BLOCKING IN ACCORDANCE WITH SECTION 718.2 OF THE CURRENT ADOPTED EDITION OF C.B.C. ABBREVIATIONS & AND
∠ ANGLE
@ AT
℄ CENTERLINE
Ø DIAMETER OR ROUND
┴ PERPENDICULAR
⅊ PROPERTY LINE
# POUND OR NUMBER A.B. ANCHOR BOLT A.B.S. ACRYLONITRILE BUTADIENE ABV. ABOVE A.A. ASPHALTIC CONCRETE A/C AIR CONDITIONING ACOUS. ACOUSTICAL ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGGR. AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED A.P.A AMERICAN PLYWOOD ASSOCIATION APPROX. APPROXIMATE ARCH. ARCHITECTURAL A.S. ADJUSTABLE SHELF BD. BOARD BIT. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM B.M. BENCH MARK BOT. BOTTOM BRG. BEARING BTWN. BETWEEN B.U.R. BUILD-UP ROOFING B.W. BOTH WAYS CAB. CABINET C.B. CATCH BASIN CBC CALIFORNIA BUILDING CODE CEM. CEMENT CER. CERAMIC CFCI. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED C.F. CUBIC FEET C.I. CAST IRON C.J. CONTROL JOINT CL. CLOSET CLG. CEILING CLKG. CAULKING CLR. CLEAR(ANCE) C.M.U. CONCRETE MASONRY UNIT COL. COLUMN COMP. COMPOSITION CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS COR. CORRUGATED C.O.T.G. CLEAN-OUT TO GRADE CSMT. CASEMENT CSWK. CASEWORK C.T. CERAMIC TILE CTR. COUNTER CTSK. COUNTERSINK C.Y. CUBIC YARD DBL. DOUBLE DEPT. DEPARTMENT DET. DETAIL DF. DRINKING FOUNTAIN D.F. DOUGLAS FIR D.G. DECOMPOSED GRANITE D.H. DOUBLE HUNG DIAG. DIAGONAL DIA. DIAMETER DIMEN. DIMENSION DISP. DISPENSER/DISPOSER DN. DOWN DR. DOOR DRWG. DRAWING D.S.B. DBL. STRENGTH B GRADE (GLASS) D.S. DOWNSPOUT DWR. DRAWER D.W. DISH WASHER E. EAST EA. EACH E.J. EXPANSION JOINT ELEV. ELEVATION, ELEVATOR ELEC. ELECTRIC(AL) EMER. EMERGENCY ENCL. ENCLOSURE EQUIP. EQUIPMENT N.I.C. W/ WITH EWC. ELECTRIC WATER COOLER (E) EXISTING EXH. EXHAUST EXP. EXPOSED/EXPANSION EXT. EXTERIOR F.A. FIRE ALARM FAST. FASTEN(ER) F.A. FLAT BAR F.D. FLOOR DRAIN FEC. FIRE EXTINGUISHER CABINET F.F. FINISH FLOOR F.G. FINISH GRADE FND. FOUNDATION F.E. FIRE EXTINGUISHER F. FIBERGLASS FIN. FINISH(ED) F.H.M.S. FLATHEAD MECHANICAL SCREW F.H.W.S. FLATHEAD WOOD SCREW FLASH. FLASHING FLR. FLOOR(ING) FLUOR. FLUORESCENT F.O. FACE OF F.O.B. FACE OF BLOCK F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.P. FIREPLACE F.R.P. FIBERGLASS REINF. PANEL F.S. FULL SIZE FT. FOOT/FEET FTG. FOOTING FURR. FURRED(ING) FUT. FUTURE GA. GAUGE/GAGE GALV. GALVANIZED G.B. GRAB BAR G.I. GALVANIZED IRON GL. GLASS/GLAZING G.L.B. GLUE-LAM BEAM GR. GRADE(ING) G.W.B. GYPSUM WALLBOARD H.B. HOSE BIB HBD. HARDBOARD H.A. HOLLOW CORE HDR. HEADER HDWR. HARDWARE H.M. HOLLOW METAL HORZ. HORIZONTAL H.S. HEAVY SHEET HT. HEIGHT HTG. HEATING H.W. HOT WATER HWD. HARDWOOD HVAC. HEATING/VENTILATING/AIR CONDITIONING I.C.C. INTERNATIONAL CODE COUNCIL ID. INSIDE DIAMETER INCL. INCLUDE(D) (ING) INSUL. INSULATE(D) (ING) INT. INTERIOR INV. INVERT JAN. JANITOR J.H. JOIST HANGER JT. JOINT KIT. KITCHEN L. LENGTH LAM. LAMINATE LAV. LAVATORY L.B. LAG BOLT LOC. LOCATE(ION) L.V.L. LAMINATED VENEER LUMBER L.W. LIGHTWEIGHT MAS. MASONRY MAT. MATERIAL(S) MAX. MAXIMUM M.B. MACHINE BOLT M.C. MEDICINE CABINET M.H. MAN HOLE MECH. MECHANICAL MEMB. MEMBRANE MEZZ. MEZZANINE MFR. MANUFACTURE(ER) MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MLDG. MOLDING/MOULDING M.I.W. MALLEABLE IRON WASHER M.O. MASONRY OPENING MTD. MOUNTED MET. METAL MULL. MULLION N. NORTH (N) NEW NAT. NATURAL N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE O/ OVER OBS. OBSCURE O.C. ON CENTER(S) O.D. OUTSIDE DIAMETER OFF. OFFICE OFCI. OWNER FURNISHED, CONTRACTOR INSTALLED OFOI. OWNER FURNISHED, OWNER INSTALLED O.H. OVER HANG O.H.M.S. OVALHEAD MACHINE SCREW O.H.W.S. OVALHEAD WOOD SCREW OPNG. OPENING OPP. OPPOSITE P.A.F. POWDER ACTUATED FASTENER P.B. PANIC BAR PART. TBD. PARTICLE BOARD PCF. POUNDS PER CUBIC FOOT P.D. POWDER DRIVEN P.G. PAINT GRADE PERF. PERFORATE PLF POUNDS PER LINEAR FOOT PLAS. LAM. PLASTIC LAMINATE PLAS. PLASTER PLYWD. PLYWOOD PR. PAIR PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P.T. PRESSURE TREATED PART. PARTITION P.T. DISP. PAPER TOWEL DISPENSER P.V.C. POLYVINYL CHLORIDE R. RISER R.A. RETURN AIR RAD. RADIUS R.D. ROOF DRAIN REG. REGISTER REF. REFRIGERATOR REINF. REINFORCED REQ'D. REQUIRED REQMT. REQUIREMENT RESIL. RESILIENT REV. REVERSED R.H.M.S. ROUNDHEAD MACHINE SCREW R.H.W.S. ROUNDHEAD WOOD SCREW RM. ROOM R.O. ROUGH OPENING R.O.W. RIGHT OF WAY R.S. RESAWN RUB. RUBBER RWD. REDWOOD R.W.L. RAIN WATER LEADER S. SOUTH S.B. SOLID BLOCKING S.C. SOLID CORE SCHED. SCHEDULE S.A. STORM DRAIN SECT. SECTION SERV. SERVICE S.F. SQUARE FOOT S.G. STAIN GRADE SH. SHELF/SHELVING SHWR. SHOWER SHT. SHEET SHT'G. SHEATHING SIM. SIMILAR S.S. STAINLESS STEEL SERVICE SINK S.S.D. SEE STRUCTURAL DRAWINGS S.M. SHEET METAL S.M.S. SHEET METAL SCREW SPEC. SPECIFICATION SQ. SQUARE STL. STEEL STD. STANDARD STAG. STAGGERED STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRY(ICAL) SYS. SYSTEM T. TREAD T.B. TOWEL BAR T.B.D. TO BE DETERMINED T.C. TOP OF CURB TEL. TELEPHONE TEMP. TEMPERED T.E.N. TYPICAL EDGE NAILING T & G TONGUE & GROOVE THK. THICK(NESS) THRESH. THRESHOLD T.J.I. TRUSS JOIST INTERNATIONAL T.O. TOP OF T.P.H. TOILET PAPER HOLDER T.Q. TOP OF PAVEMENT TV TELEVISION T.W. TOP OF WALL TYP. TYPICAL U/L UNDERWRITER'S LABORATORY U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERWISE NOTED UR. URINAL V.I.F. VERIFY IN FIELD W. WEST/WIDTH/WIDE W/ WITH W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.H. WATER HEATER WI. WOODWORK INSTITUTE W/O WITHOUT W.P. WATERPROOF(ING) W.R. WATER RESISTANT W.S. WOOD SCREW WSCT. WAINSCOT WT. WEIGHT W.W.M. WELDED WIRE MESH WALD, RUHNKE & DOST ARCHITECTS, LLP 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 ph: (831) 649-4642 fax: (831) 649-3530 Email: [email protected] Contact: Henry Ruhnke MIDPEN HOUSING CORPORATION 275 MAIN STREET, STE 204 WATSONVILLE, CALIFORNIA 95076 ph: (831) 707-2133 fax: (831) 761-7218 Email: [email protected] Contact: Ashley Schweickart C3 ENGINEERING INC. 126 BONIFACIO PLACE, STE C MONTEREY, CALIFORNIA 93940 ph: (831) 647-1192 fax: (831) 647-1194 Email: [email protected] Contact: Frank Campo, PE MICHAEL ARNONE & ASSOCIATES 3370 SAMUEL PLACE SANTA CRUZ, CALIFORNIA 95062 ph: (831) 462-4988 Email: [email protected] Contact: Michael Arnone NOTE: THIS BUILDING OR SPACE SHALL PROVIDE A READILY DISTINGUISHABLE MEANS OF EGRESS COMPLYING WITH CHAPTER 10 AND CHAPTER 11 (WHERE APPLICABLE FOR ACCESSIBILITY PURPOSE) OF THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE. THE EXIT SYSTEM SHALL MAINTAIN A CONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED PATH OF EXIT TRAVEL FROM ANY OCCUPIED POINT WITHIN THE BUILDING TO A PUBLIC WAY. EXITING: NFPA 13, AUTOMATIC SPRINKLER SYSTEMS, (CA AMENDED) 2019 EDITION NFPA 13R, AUTOMATIC SPRINKLER SYSTEMS, (CA AMENDED) 2019 EDITION NFPA 72, NATIONAL FIRE ALARM CODE, (CA AMENDED) 2019 EDITION PARTIAL LIST OF APPLICABLE STATE STANDARDS 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (C.C.R.) 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. 2019 CALIFORNIA RESIDENTIAL CODE (CRC), PART 2.5, TITLE 24 C.C.R. 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. 2019 CALIFORNIA ENERGY CODE (CEEC), PART 6, TITLE 24 C.C.R. 2019 CALIFORNIA ELEVATOR CODE, PART 7, TITLE 24 C.C.R. 2019 CALIFORNIA HISTORICAL BUILDING CODE (CHC), PART 8, TITLE 24 C.C.R. 2019 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R. 2019 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 C.C.R. 2019 CALIFORNIA GREEN STANDARDS CODE (CALGreen), PART 11, TITLE 24 C.C.R. 2019 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS APPLICABLE BUILDING CODES & STANDARDS M

MILES LN

HAMMER DR

C RESPI WY

LONGVIEW
DR

AUTO CENTER DR
9TH ST

GREY RD
HYDE S

NAPA ST

WEST HIGHST

SONOMA ST

EASTERN DR
SENECA
CT

MADERA ST

PORTOLA
CI

WESTERN

SAN BENITO ST

KIMBERLY LN

CRESPI CI

COSTANSO ST
ZEPH

FREEDOM BL PROJECT LOCATION

SANTA CLARA ST

MILES LANE
KIMBERLY LANE EM-OS ENCOMPASS COMMUNITY SERVICES 380 ENCINAL STREET, STE 200 SANTA CRUZ, CALIFORNIA 95060 ph: (831) 469-1700 fax: Email: [email protected] Contact: Christine Sippl NORTH
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SANTA CLARA STREET

MILES LANE

KIMBERLY LANE

SANTA CLARA
STREET
MILES LANE DEMOLITION SITE PLAN D10017148 - D100 MG ATH SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 PLANNING 1 COMMENTS 06.10.2019 2 RESUBMIT 02.28.2020
PLAN
NORTH REMOVE EXISTING SINGLE STORY WOOD FRAME STRUCTURE. THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. DEMOLITION KEY NOTES 12 REMOVE EXISTING TREE - TYPICAL. 3 EXISTING TREE GROVE - SEE SEPARATE BIOLOGICAL REPORT FOR PROTECTIONS, ALLOWABLE REMOVAL, ETC. 1 1
1 1
1 1
1 1
1 1
2 2
2 2
2 2
1 2
2 3 SCALE:
1 DEMOLITION SITE PLAN 1"=30'-0"
Attachment 2
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MILES LANE

MILES LANE

SANTA CLARA ST KIMBERLY
LANE
62 93
1 28 37 38 48 49 54 83 74 105 109 129 120
TRASH

ENCLOSURE
TRASH

ENCLOSURE COMMUNITY GARDEN UP UP

UP UP UP UP UP UP UP UP UP
48'-0" UP
UP UP

MAIL BOXES

MAIL BOXES
MAINTENANCE RM. COURTYARD

OBSERVATION
DECK SEEP WETLAND AREA PLAYGROUND AREA 6'-0" WOOD FENCE 108 73 113

ENCOMPASS OUTPATIENT PROGRAM
BLDG. 10 13 14 23 24
16'-7"
55 70 EM-OS ZONE PER CITY <E> FH FH
(N) CONCRETE

APPROACH PER

CITY STANDARDS
(N) CONCRETE

APPROACH

PER CITY

STANDARDS
(N) CONCRETE

APPROACH PER

CITY STANDARDS
(N) SIDEWALK @
STREET
(N) CONCRETE

APPROACH

PER CITY

STANDARDS
(N) SIDEWALK @
STREET
(N) SIDEWALK @ STREET 27 6'-0" WOOD FENCE UP

ENCOMPASS RESIDENTIAL PROGRAM
BLDG. 9
9'-0"
TYP.8'-0"
TYP.
18'-0" TYP.
9'-0"
TYP.
18'-0" TYP.
24'-0"
24'-0" TYP.
18'-0" TYP.
18'-0" TYP.
9'-0" MIN.
9'-0" MIN.
18'-0" TYP.
34'-0"
18'-0" TYP.
9'-0"
TYP.
9'-0"
MIN.
24'-0"
18'-0"
32'-0"
52'-4"
32'-0"
32'-2"
32'-2"
49'-10"
82'-2"
99'-11"
99'-11"
23'-6"
10'-0" SEWER

EASEMENT
18'-0" TYP.
9'-0" MIN.

BLDG. 8
6'-0" EASEMENT
137'-9"
BLDG. 3
42'-10"
30'-0"
BLDG. 1
104'-0"
54'-6"
4'-10"
24'-0"
49'-10"
99'-11"
6'-0" EASEMENT
12'-0" TRAIL EASEMENT
30'-0"

CITY BUFFER
30'-0"

CITY BUFFER
65'-0"
9'-0" TYP
24'-0"
24'-0"
18'-0"
TYP
24'-0"
111'-6"
74'-0"
99'-6"
16'-0" TYP.
10'-4"
11'-8"
6'-0"
BLDG. 5
8'-0"
TYP.
9'-0" MIN.
21'-2"
BLDG. 4
BLDG. 6
9'-0"
19'-3" 6'-0" W.I. FENCE 3'-6" W.I. FENCE
24'-0" TYP.
50'-7" 6'-0" WD FENCE (TYP.)
30'-0"
16'-4"
7'-8"
7'-9"
TRASH

ENCLOSURE

LAUNDRY

BIKE STORAGE
34'-0" UP
30'-0"
138'-10"
99'-11"
63 71 84
94 104 114 119
5 6
24'-0" TYP. 6'-0" WOOD FENCE 6'-0" WOOD FENCE 6'-0" W.I. FENCE 6'-0" W.I. FENCE6'-0" W.I. FENCE 12'-0" TRAIL EASEMENT ARCHITECTURAL SITE PLAN A10017148 - A100 MG ATH SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 PLANNING 1 COMMENTS 06.10.2019 2 RESUBMIT 02.28.2020 SCALE: ARCHITECTURAL SITE PLAN 1"=30'-0" PLAN
NORTH
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SITE DETAILS A11017148 - A110 MG ATH SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE:
3 TYPICAL MAILBOX 1/2" = 1'-0"
14 1/2"
4"
12" 10" 12"
14"
62"
61 1/2" 18" 30 1/2" 12" 4"
47 3/8" 'AF FLORENCE MANUFACTURING COMPANY' PRODUCT SERIES: vital CLUSTER BOX TYPE III - MODEL 1570-16 FRONT VIEW FRONT VIEW PEDESTAL PEDESTAL BASE BOLT PATTERN 1 4
1 "
4 " REFER TO CONCRETE JOINT NOTES DETAIL 2/~ FOR ADDITIONAL NOTATION. NOTE: EXPANSION JOINT (EJ) SCORED JOINT (SJ) 1/2" EXPAN JT. MATERIAL 1/2" DIA x 2'-0" L DOWEL @ 12" O.C. WRAP 1 END WITH PAPER 1/4"R 1/4"R A
B SCALE:
4 CONCRETE JOINTS 3" = 1'-0" CONTRACTOR SHALL PROVIDE A DRAWING SHOWING ALL EXPANSION / CONTROL JOINTS IN WALKS AND SLABS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH ANY WORK. PROVIDE EXPANSION JOINTS AT MINIMUM 15' O.C. TO MAXIMUM 20' O.C. TO MATCH EQUAL SPACING SECTIONS OF (CONTRACTION) JOINTS TO PROVIDE A UNIFORM PATTERN. EXPANSION JOINTS (E.J.) FORM WEAKENED - PLANE JOINTS IN FRESH CONCRETE BY GROOVING TOP PORTION WITH A RECOMMENDED CUTTING TOOL AND FINISHING EDGES WITH A JOINTER. TOOLED JOINTS / SCORED JOINTS (S.J.) CONCRETE FLATWORK SHALL BE DIVIDED INTO AS NEARLY SQUARE PANELS AS POSSIBLE, I.E., 8' WIDE CONCRETE WALK WOULD HAVE (CONTRACTION) JOINTS AT 8' O.C. PROVIDE (CONTRACTION) JOINTS, SECTIONING CONCRETE TO A 4 DEPTH EQUAL TO AT LEAST 1 4" CONCRETE THICKNESS, AS FOLLOWS:

CONTROL JOINTS (CONTRACTION) SCALE:
5 CONCRETE JOINT NOTES NONE
CL TYP. TYP.
19'-0" 9'-0" 9'-0" PEDESTRIAN ROUTE
3'-0" O.C.
4'-0" 8.33% MAX 8.33% MAX 2%MAX
2%
MAX
2%
MAX

MIN PARKING NO
8~ WITHIN THE ACCESSIBLE UNLOADING AISLE, STENCIL THE WORDS 'NO PARKING' IN 12"h WHITE PAINTED LETTERS ON A CONTRASTING BACKGROUND, LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT. 5'-0" MIN - PROVIDE 8'-0" ZONE FOR 'VAN' STALL IF NO OTHER EXISTS ON SITE NOTE: 1. PROVIDE SIGNAGE AT MAIN PROPERTY ENTRY PER DETAIL 9/~ 2. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED1:48 SLOPE IN ANY DIRECTION 7~ PRE-CAST CONC. WHEEL STOP PER DETAIL 10/ ~ 4"w PAINTED THERMOPLASTIC DIAGONAL STRIPES (WHITE) 4"w PAINTED THERMOPLASTIC LINE (KELLY MOORE 'HC BLUE') 36"dp (MIN) TRUNCATED DOMES PER CBC FLUSH - NO LIP
8~ ACCESSIBLE STALL ('VAN STALL') STALL (TYP.) 1'-0"
TYP.
16'-0" 3'-0"
45°0'
24"12 24"12
CL CL CL CL SIM - OMIT "VAN ACCESSIBLE" SIGN 5% MAX SCALE:
6 ACCESSIBLE PARKING STALL 1/8" = 1'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY BACKGROUND TO BE BLUE, WHEELCHAIR SYMBOL TO BE WHITE (TYPICAL). MINIMUM 36"x36" PAINTED SYMBOL ON PAVEMENT AT ACCESSIBLE PARKING STALL(S). 1. MINIMUM 5"x5" DECAL TO BE LOCATED BY PRIMARY ENTRANCE. 2. 3. 000000 SCALE:
7 ACCESSIBILITY SYMBOL NO SCALE
10 14 00_005.dwg 1" LETTERING STATING : NOT DISPLAYING DISTINGUISHING PLACARDS NOTE: CROWN CAP TO DRAIN AWAY FROM POLE LETTERING ON BLUE BACKGROUND TOWED VEHICLES MAY BE RECLAMED AT THE SANTA CRUZ COUNTY SHERIFF DEPT. OR TOWED AWAY AT OWNERS EXPENSE. PERSONS WITH DISABILITIES WILL BE OR SPECIAL LICENSE PLATES ISSUED FOR IN DESIGNATED ACCESSIBLE SPACES "UNAUTHORIZED VEHICLES PARKED PROVIDE 12"Ø x 24"dp CONC FTG - METAL SIGN - 70 sq in MIN w/ WHITE
1'-10" 1'-5" 1" R TYP BY TELEPHONING. 831-454-7602."54"

IN NON PEDESTRAIN
ACCESS AREAS SCALE:
9 TOW - AWAY SIGN (DISABLED ENTRY) 1/2" - 1'-0" 2"
Ø GALV POLE w/ CAP. PAINT w/ (2) COATS
WHITE ENAMEL o/ (1) COAT OF PRIMER FIRE LANE SIGN- SEE DETAIL 9/~ FOR ADDITIONAL INFORMATION PROVIDE SIGN AS SHOWN AT MAIN PROPERTY ENTRY/ ENTRIES. LOCATE SIGN 24" MAX. FROM FACE OF CURB TO CENTER LINE OF POST. 10 14 00_007.dwg SCALE:
8 ACCESSIBLE STALL SIGN 1/2" = 1'-0" CROWN CAP TO DRAIN AWAY FROM POLE PROVIDE 12"Ø x 36"dp CONC FTG - OF WHITE ENAMEL o/ (1) COAT OF PRIMER2"Ø GALV POLE w/ CAP. PAINT w/ (2) COATSSTATE STANDARD SIGN #R-99a) 12" x 8" MIN. BLUE BACKGROUND w/ WHITE 3" SERIES 'B' LETTERING ONLY - SEE SITE PLAN FOR LOCATION. SIGN TO BE "VAN ACCESSIBLE" METAL SIGN AT 'VAN' STALLS STANDARD SIGN #R-99)LETTERING ON BLUE BACKGROUND (STATE TYP METAL SIGN - 12"x18" MIN w/ WHITE 3" SERIES 'B' 1" R ACCESSIBLE PARKING STALL. PROVIDE AS SHOWN AT EACH NOTE:
1" 6" 1'-0"
1'-6"
$250 FINE MINIMUM ACCESSIBLE VAN ONLY PARKING +84" FROM PAVEMENT/SIDEWALK TO BOTTOM OF SIGN IN PEDESTRIAN AREAS (POLE MOUNTED) OR +60" FROM BOTTOM OF SIGN FOR WALL/FENCE MOUNTED INSTALLATION 000000 16'-8"
8'-0" 3'-4" 1'-4" 6 YD TRASH 6 YD RECYCLE FD 96 GAL ORGANIC WASTE TOTE +6" CONC. CURB 36" MTL GATE CONC. BLOCKMETAL GATES W/ CASTORS 5'-6" NOTE: ALL FINISHES, PAD SIZES, DROP BOLTS, ETC. TO BE PER CITY STANDARDS SCALE:
1 SMALL TRASH ENCLOSURE 3/16" = 1'-0"
A
B
6'-8"
8'-0"
6'-8"
10'-0"
6'-8" 3'-4"
10'-0" SCALE:
2 SMALL TRASH ENCLOSURE ELEVATIONS 1/4" = 1'-0" 20'-0"
8'-0" 3'-4" 1'-4" 5'-6" 6 YD TRASH 6 YD RECYCLE FD +6" CONC. CURB 36" MTL GATE CONC. BLOCK METAL GATES W/ CASTORS NOTE: ALL FINISHES, PAD SIZES, DROP BOLTS, ETC. TO BE PER CITY STANDARDS ORGANIC WASTE SCALE: 11 LARGE TRASH ENCLOSURE 3/16" = 1'-0" 2A-A110 2B-A110 SCALE: 12 LARGE TRASH ENCLOSURE ELEVATIONS 1/4" = 1'-0" A
B
6'-8"
8'-0"
6'-8"
10'-0"
6'-8" 3'-4"
10'-0" 12A-A110
12B-A110 SCALE: 10 PRE-CAST WHEELSTOP 1/2" = 1'-0"
32 17 00_005.dwg
1'-0"
3'-0" PAINTED STALL STRIPING EDGE OF STALL / PAVEMENT 6" x 6" x 36" PRE-CAST CONC. WHEELSTOP w/ 2" CHAMFERS. PROVIDE (2) 3/4"x18" REBAR DOWELS DRIVEN INTO PAVEMENT & SUBBASE Attachment 2
page 13 of 45

STORAGE 1001 99'-11" 36'-0" 26'-0" 23'-0" 14'-11" 99'-11" 30'-0" 22'-0" 28'-2" 28'-2" 21'-7" CL CL CL CL CL CL30'-0" STORAGE 1002 STORAGE 1003 STORAGE 1004 STORAGE 1005 STORAGE 1006 1007 STORAGE 1007 STORAGE 1008 STORAGE 1009 STORAGE 1010 STORAGE 1011 STORAGE 1012 TUCK-UNDER PARKING CL 3 BEDROOM TYPE 'C' 1101 2 BEDROOM TYPE 'B' 1102 STUDIO TYPE 'D' 1104 1 BEDROOM TYPE 'A' 1103 UP UPDN UP DN DNDN UP BUILDING 1 ARCHITECTURAL FLOOR PLANS A20117148 - A201 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: PARKING LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: FIRST LEVEL FLOOR PLAN 1/8"=1'-0" NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021 Attachment 2
page 14 of 45

99'-11" 36'-0" 26'-0" 23'-0" 14'-11" 3 BEDROOM TYPE 'C' 1201 2 BEDROOM TYPE 'B' 1202 STUDIO TYPE 'D' 1204

CL CL CL
30'-0" 1 BEDROOM TYPE 'A' 1203 3 BEDROOM TYPE 'C' 1301 2 BEDROOM TYPE 'B' 1302 STUDIO TYPE 'D' 1304 1 BEDROOM TYPE 'A' 1303 99'-11" 36'-0" 26'-0" 23'-0" 14'-11"

CL CL CL
30'-0" UP DN DN UP DN DN SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 BUILDING 1 ARCHITECTURAL FLOOR PLANS A20217148 - A202 ATHHR SCALE: SECOND LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: THIRD LEVEL FLOOR PLAN 1/8"=1'-0" NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021 UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021 Attachment 2
page 15 of 45

138'-10"
30'-0" 23'-0" 26'-0" 26'-0" 35'-11" CL CL CL 74'-11" CL 35'-11" CL CL 1 BEDROOM TYPE 'A-1' 3105 138'-10" 30'-0" 20'-5" 28'-2" 28'-2" 28'-2" STORAGE 3001 CL CL CL 74'-11" CL 33'-1012" 28'-2" CL CL STORAGE 3002 STORAGE 3003 STORAGE 3004 STORAGE 3005 STORAGE 3006 STORAGE 3007 STORAGE 3008 STORAGE 3009 STORAGE 3010 STORAGE 3011 STORAGE 3012 STORAGE 3013 STORAGE 3014 STORAGE 3015 STORAGE 3016 STORAGE 3017 STORAGE 3018 STORAGE 3019 15'-4" MAINTENANCE 3024 BIKE STORAGE 3108 14'-11" 14'-11" 30'-0" 30'-0" TUCK-UNDER PARKING TUCK-UNDER PARKING STORAGE 3020 STORAGE 3021 STORAGE 3022 STORAGE 3023 1 BEDROOM TYPE 'A' 3101 2 BEDROOM TYPE 'B ' 3102 2 BEDROOM TYPE 'B ' 3103 3 BEDROOM TYPE 'C' 3104 3 BEDROOM TYPE 'C' 3106 STUDIO TYPE 'D' 3107 CL UP
UP
DN
UP BUILDING 3 ARCHITECTURAL FLOOR PLANS A20317148 - A203 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: PARKING LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: FIRST LEVEL FLOOR PLAN 1/8"=1'-0" UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM A 1 617 2-BEDROOM 2 732 3-BEDROOM 2 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 1,464 2,042 5,135 1-BEDROOM A-1 1 653 NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS 359 617 653 Attachment 2
page 16 of 45

138'-10"
30'-0" 14'-11" 23'-0" 26'-0" 35'-11" CL CL CL 75'-0" CL CL CL 14'-11" 30'-0" 35'-11" 26'-0" CL 1 BEDROOM TYPE 'A' 3201 2 BEDROOM TYPE 'B' 3202 2 BEDROOM TYPE 'B' 3203 3 BEDROOM TYPE 'C' 3204 1 BEDROOM TYPE 'A-1' 3205 3 BEDROOM TYPE 'C' 3206 STUDIO TYPE 'D' 3207 STUDIO TYPE 'D' 3208 138'-10" 30'-0" 14'-11" 23'-0" 26'-0" 35'-11" CL CL CL 60'-2" CL CL 30'-0" 36'-0" 26'-0" CL 1 BEDROOM TYPE 'A' 3301 2 BEDROOM TYPE 'B' 3302 2 BEDROOM TYPE 'B' 3303 3 BEDROOM TYPE 'C' 3304 1 BEDROOM TYPE 'A-1' 3305 3 BEDROOM TYPE 'C' 3306 STUDIO TYPE 'D' 3308 UP DN DN UP
DN
DN SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: SECOND LEVEL FLOOR PLAN 1/8"=1'-0" BUILDING 3 ARCHITECTURAL FLOOR PLANS A20417148 - A204 ATHHR SCALE: THIRD LEVEL FLOOR PLAN 1/8"=1'-0" NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM A 1 617 2-BEDROOM 2 732 3-BEDROOM 2 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 1,464 2,042 5,135 1-BEDROOM A-1 1 653 359 617 653 UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 2 359 1-BEDROOM A 1 617 2-BEDROOM 2 732 3-BEDROOM 2 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 1,464 2,042 5,494 1-BEDROOM A-1 1 653 718 617 653 Attachment 2
page 17 of 45

STORAGE 4001 99'-11" 21'-7" 28'-2" 28'-2" 22'-0" STORAGE 4002 CL CL CL STORAGE 4003 STORAGE 4004 STORAGE 4005 STORAGE 4006 STORAGE 4007 STORAGE 4008 STORAGE 4009 23'-0" CL 26'-0" 36'-0"
CL
30'-0" 14'-11"
CL 99'-11" STORAGE 4010 STORAGE 4011 STORAGE 4012
30'-0" TUCK-UNDER PARKING STUDIO TYPE 'D' 4101 1 BEDROOM TYPE 'A' 4102 2 BEDROOM TYPE 'B' 4103 3 BEDROOM TYPE 'C' 4104 UP UP DN DN DN DN UP
UP BUILDING 4 ARCHITECTURAL FLOOR PLANS A20517148 - A205 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: PARKING LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: FIRST LEVEL FLOOR PLAN 1/8"=1'-0" NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021 Attachment 2
page 18 of 45

14'-11" 23'-0"
CL 26'-0"
CL 99'-11"
30'-0" 36'-0"
CL STUDIO TYPE 'D' 4201 1 BEDROOM TYPE 'A' 4202 2 BEDROOM TYPE 'B' 4203 3 BEDROOM TYPE 'C' 4204 2 BEDROOM TYPE 'B' 4303 3 BEDROOM TYPE 'C' 4304 26'-0" CL 62'-1"
30'-0" 36'-0"
UP
DN
UP
DN
DN
DN SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 BUILDING 4 ARCHITECTURAL FLOOR PLANS A20617148 - A206 ATHHR SCALE: SECOND LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: THIRD LEVEL FLOOR PLAN 1/8"=1'-0" UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 0 359 1-BEDROOM0 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF)

TOTAL UNIT AREA, THIS FLOOR
00 1,753 NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS 732 1,021 UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021 Attachment 2
page 19 of 45

STORAGE 5001 36'-0" 26'-0" 14'-10" 23'-0" 137'-9"
30'-0" 22'-312" 29'-4" 22'-31 18'-7" 18'-7" 2" STORAGE 5002 STORAGE 5003 STORAGE 5004 STORAGE 5005 STORAGE 5006 STORAGE 5007 STORAGE 5008 STORAGE 5009 STORAGE 5010 STORAGE 5011 STORAGE 5012 CL CL CL CL CL CL CL30'-0" 13'-4" 13'-4" 137'-9" CL 23'-0" CL 14'-11" STORAGE 5013 STORAGE 5014 STORAGE 5015 STORAGE 5016 STORAGE 5017 BIKE STORAGE 5018 LAUNDRY 5019 TUCK-UNDER PARKING 3 BEDROOM TYPE 'C' 5101 2 BEDROOM TYPE 'B' 5102 STUDIO TYPE 'D' 5103 1 BEDROOM TYPE 'A' 5104 1 BEDROOM TYPE 'A' 5105 STUDIO TYPE 'D' 5106

FOLDING

COUNTER WASH DRY W/D W/D W/D

UP UPDNDN
UP
DN
UP BUILDING 5 ARCHITECTURAL FLOOR PLANS A20717148 - A207 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 PLANNING 1 COMMENTS 06.10.2019 2 RESUBMIT 02.28.2020 SCALE: PARKING LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: FIRST LEVEL FLOOR PLAN 1/8"=1'-0" 1 NOTE: SEE SHEETS A211, A212 & A213 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 2 384 1-BEDROOM 2 648 2-BEDROOM 1 792 3-BEDROOM 1 1,080 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 768 1,296 792 1,080 3,936 Attachment 2
page 20 of 45

30'-0" 99'-11" 36'-0" 26'-0" 14'-10" 23'-0"
CL CL CL 3 BEDROOM TYPE 'C' 5301 2 BEDROOM TYPE 'B' 5302 STUDIO TYPE 'D' 5303 1 BEDROOM TYPE 'A' 5304 36'-0" 26'-0" 14'-10" 23'-0"CL CL CL 30'-0" 137'-9"
CL 23'-0"
CL 14'-11" 3 BEDROOM TYPE 'C' 5201 2 BEDROOM TYPE 'B' 5202 STUDIO TYPE 'D' 5203 1 BEDROOM TYPE 'A' 5204 1 BEDROOM TYPE 'A' 5205 STUDIO TYPE 'D' 5206 UP
DN
DN
DN
DN
UP SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 BUILDING 5 ARCHITECTURAL FLOOR PLANS A20817148 - A208 ATHHR SCALE: SECOND LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: THIRD LEVEL FLOOR PLAN 1/8"=1'-0" NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021 UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 2 359 1-BEDROOM2 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 3,705 718 1,234 732 1,021
Attachment 2
page 21 of 45

99'-11"
30'-0" 21'-7" CL STUDIO TYPE 'D' 6101 CL CL 22'-0" 23'-0" CL 26'-0" CL 36'-0" 28'-2" 28'-2" TUCK-UNDER PARKING STORAGE 6001 STORAGE 6002 STORAGE 6003 STORAGE 6004 STORAGE 6005 STORAGE 6006 STORAGE 6007 STORAGE 6008 STORAGE 6009 STORAGE 6010 STORAGE 6011 STORAGE 6012 1 BEDROOM TYPE 'A' 6102 2 BEDROOM TYPE 'B' 6103 3 BEDROOM TYPE 'C' 6104 14'-11" CL 99'-11"30'-0" UP UP DN DN DN DN UP
UP BUILDING 6 ARCHITECTURAL FLOOR PLANS A20917148 - A209 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: PARKING LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: FIRST LEVEL FLOOR PLAN 1/8"=1'-0" NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021 Attachment 2
page 22 of 45

99'-11"
30'-0" STUDIO TYPE 'D' 6201 23'-0"
CL 26'-0"
CL 36'-0" 1 BEDROOM TYPE 'A' 6202 2 BEDROOM TYPE 'B' 6203 3 BEDROOM TYPE 'C' 6204 14'-11" CL 85'-1"
30'-0" 23'-1"
CL 26'-0"
CL 36'-0" 1 BEDROOM TYPE 'A' 6302 2 BEDROOM TYPE 'B' 6303 3 BEDROOM TYPE 'C' 6304 UP
DN
UP
DN
DN
DN SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 BUILDING 6 ARCHITECTURAL FLOOR PLANS A21017148 - A210 ATHHR SCALE: SECOND LEVEL FLOOR PLAN 1/8"=1'-0" SCALE: THIRD LEVEL FLOOR PLAN 1/8"=1'-0" NOTE: SEE SHEETS A214, THRU A216 FOR UNIT FLOOR PLANS UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 0 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,370
0617 732 1,021 UNIT TYPE UNIT COUNT THIS LEVEL AREA PER UNIT (SF) STUDIO 1 359 1-BEDROOM 1 617 2-BEDROOM 1 732 3-BEDROOM 1 1,021 TOTAL AREA (SF) TOTAL UNIT AREA, THIS FLOOR 2,729 359 617 732 1,021
Attachment 2
page 23 of 45

COMMUNITY ROOM 39'-0" x 30'-10" PROPERTY MANAGER'S OFFICE 11'-6" x 25'-6" SERVICE MANAGER 17'-0" x 11'-6" COPY 9'-6 " x 13'-0" STORAGE 10'-8" x 13'-6" STOR 5'-6" x 6'-0" LAUNDRY 23'-8' x 11'-6" W/D DRY WASH FOLDING COUNTER FOLDING COUNTER 10'-0" 38'-0" 26'-0"
104'-0" 48'-0"
31'-4" 34'-8" 12'-0" WOMEN'S RESTROOM 14'-2" x 8'-10" MEN'S RESTROOM 14'-2" x 9'-0" LEARNING 22'-4" x 25'-0"MECH / ELEC 12'-2" x 20'-2" W/D W/D W/D W/D JAN 4'-4" x 8'-2" STO. KITCHEN OBSERVATION DECK 8'-0" x 30'-10" REF RANGE SINK DW IT 13'-0" x 6'-0" UP 10'-0" 19'-2" 26'-0"
40'-8" 48'-0" 14'-0" 4'-10" BEDROOM 2 12'-2" x 10'-2" BEDROOM 3 12'-2" x 10'-0" MASTER BEDROOM 13'-2" x 13'-8" MASTER BATH 12'-8" x 5'-2" DRYER WASHER KITCHEN 9'-10" x 10'-0" LIVING 13'-0" x 18'-0" DINING 13'-0" x 12'-10" DN DECK 10'-0" x 11'-4" BATH 6'-0" x 9'-4"

PANTRY LINEN WALL BELOW

CLOSET CLOSET CLOSET
3'-4" 40'-8" WALL BELOW 40'-0" 8'-0" 2'-0"
3'-0" 11'-2" 26'-6" STO/ UTIL UP REF DW RANGE SINK FLOOR ABOVE 14'-8" STOR STOR BUILDING 8 ARCHITECTURAL FLOOR PLANS A21117148 - A211 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: FIRST LEVEL FLOOR PLAN SCALE: 1/8"=1'-0" SECOND LEVEL FLOOR PLAN 1/8"=1'-0" Attachment 2
page 24 of 45

111'-6"
72'-8"
19'-6" 54'-6" COMMON LIVING/ DINING 19'-8" x 53'-8" BEDROOM 1 15'-6" x 18'-6" EMERGENCY DOOR W/ ALARM EMERGENCY DOOR W/ ALARM KITCHEN 16'-2" x 18'-6" RANGE RANGE SINK KITCHEN ISLAND REF. REF. SINK DW PANTRY 12'-4" x 6'-0" GROUP ROOM 1 12'-4" x 12'-8" HALL 2 HALL 3 HALL 4 HALL 1 TOILETS/ SHOWERS 1 12'-10" x 18'-6" TOILETS/ SHOWERS 2 12'-10" x 18'-8" TOILET 1 9'-10" x 8'-4" MAIN ENTRY DOOR RECEPTION 10'-6" x 9'-8" WINDOW WINDOW WINDOW INTAKE 11'-10" x 17'-2" EXAM 13'-10" x 8'-4" OFFICE 1 12'-4" x 13'-10" COMPUTER STATIONS LAUNDRY 16'-8" x 10'-0" BEDROOM 2 15'-6" x 18'-6" BEDROOM 3 15'-6" x 18'-6" BEDROOM 4 18'-6" x 15'-6" BEDROOM 5 18'-6" x 15'-6" BEDROOM 6 18'-6" x 15'-6" BEDROOM 7 15'-6" x 18'-6" ACCESSIBLE BEDROOM 15'-6" x 12'-4" STOR GROUP ROOM 2 12'-4" x 12'-8" COUNSEL 1 8'-0" x 8'-2" COUNSEL 2 8'-0" x 8'-2" ENTRY 5'-4" 19'-6" 38'-6" 22'-10" 25'-4" LOBBY / WAIT'G 12'-0" x 16'-2" COUNSEL 3 7'-8" x 7'-8" TRASH BED BUG OVENS ENCOMPASS RESIDENTIAL PROGRAM A21217148 - A212 ATHHR SCALE: RESIDENTIAL PROGRAM FLOOR PLAN 1/8"=1'-0" SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 Attachment 2
page 25 of 45

40'-0" 25'-0" 82'-2"
27'-8" 37'-4" 6'-8" 28'-0" 47'-6" LOBBY / WAIT'G 19'-2" x 16'-2" RECEPTION / OFFICE 17'-2" x 22'-4" FILES 9'-6" x 16'-4" GROUP 1 14'-10" x 14'-10" HALL 1 51'-2" x 5'-6" COUNSEL 1 8'-10" x 7'-8" BREAK RM 16'-2" x 8'-2" HALL 2 5'-4" x 13'-2" STAFF 1 8'-2" x 7'-8" IT MECH 8'-2" x 6'-2" HALL 4 11'-10" x 6'-0" STOR 10'-10" x 5'-8" STAFF 2 8'-2" x 8'-2" GROUP 2 14'-10" x 14'-10" GROUP 3 15'-6" x 14'-10" GROUP 4 14'-10" x 26'-8" HALL 3 6'-0" x 30'-0" STOR 5'-4" x 6'-2"EXAM 10'-4" x 11'-4" GROUP 5 16'-2" x 11'-4" TOILET 2 8'-2" x 8'-2" TOILET 1 8'-2" x 7'-8" COUNSEL 2 8'-2" x 8'-2" 15'-10" 46'-2" 20'-2" ENCOMPASS OUTPATIENT PROGRAM A21317148 - A213 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: OUTPATIENT PROGRAM FLOOR PLAN 1/8"=1'-0" Attachment 2
page 26 of 45

2'-8" 14'-8" 5'-10" 12'-0" 22'-10" 2'-8" 11'-7" 14'-4"
4'-0" 26'-0"
30'-0"
30'-0"
26'-0" 4'-0"
5'-0" 25'-0"
30'-0"
30'-0" UTIL./ STO. ENTRY 5' x 5'
CLOSET LIVING 6'-8" x 8'-6" BATH 6'-4" x 9'-4" SHOWER WC VANITY RANGE REFSINK KITCHEN 7'-4" x 12'-4"DINING 7'-4" x 4'-10" DECK 11'-10" x 7' DECK DECK 14'-4" x 4' 11'-8" x 5' COATS
CLOSET RANGE DINING 9'-2" x 6' KITCHEN 10'-6" x 7' REF D.W. SINK LIVING 11'-2" x 12'-6" CLOSET BATH 7'-8" x 9'-8" WC
VANITY SHOWER/ TUB ENTRY 5' x 7'-4" RANGE DINING 11'-2" x 6' KITCHEN 11'-2" x 7' REF D.W. SINK COATS CLOSET ENTRY 5'- 4" x 6' LIVING 11'-2" x 11' HALL BATH 11'-4" x 6' WC VANITY CLOSET BEDROOM 1 12' x 12'-2" BEDROOM 6'-6" x 6'-7" BEDROOM 10'-0" x 10'-8" UTIL./ STO. UTIL./ STO. 3'-10"
4'-1"
7'-0"CLOSET PANTRY PANTRY SHOWER/ TUB ENLARGED UNIT PLANS A21417148 - A214 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: BEDROOOM 1 - TYPE 'A' UNIT PLAN SCALE: 1/4"=1'-0" 1 BEDROOM - TYPE 'B' UNIT PLAN 1/4"=1'-0" SCALE: STUDIO UNIT PLAN 1/4"=1'-0" LIVING AREA: 653 SQ. FT. OPEN AREA: 67 SQ. FT. LIVING AREA: 617 SQ. FT. OPEN AREA: 57 SQ. FT. LIVING AREA: 359 SQ. FT. OPEN AREA: 70 SQ. FT.

Attachment 2
page 27 of 45

10'-2" 35'-10" 23'-0"
4'-0" 26'-0"
30'-0" ENTRY 4'-10" x 5'-0" COATS CLOSET BEDROOM 2 10'-6" x 11'-10" BEDROOM 3 9'-0" x 11'-0" BEDROOM 1 10'-2" x 10'-4" BATH 7'-8" x10'-4" HALL LIVING 12'-8" x 12'-7" DINING 8' x 6' KITCHEN 8'-6" x 7' D.W. SINKRANGE REF PANTRY

CLOSET SHOWER/ TUB WC
VANITY
CLOSETDECK 10'-2" x 4' CLOSET POWDER 7'-0" x 3'-0"
CLOSET 2'-8" UTIL./ STO. 12'-0" 25'-10" 11'-2" 2'-8"
4'-0" 26'-0"
30'-0" DECK 11'-2" x 4'
COATS
CLOSET RANGE DINING 9'-2" x 6' KITCHEN 8'-6" x 7'-6" REF D.W. SINK LIVING 11'-4" x 12'-8" BATH 6'-10" x 9'-8" WC VANITY ENTRY 5' x 5' BEDROOM 2 11'-2" x 9'-8" UTIL./ STO.

CLOSET SHOWER/ TUB PANTRYCLOSET BEDROOM 1 11'-2" x 10'-0" ENLARGED UNIT PLANS A21517148 - A215 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 SCALE: 2 RESUBMIT 02.28.2020 2 BEDROOM UNIT PLAN SCALE: 1/4"=1'-0" 3 BEDROOM UNIT PLAN 1/4"=1'-0" LIVING AREA: 1,021 SQ. FT. OPEN AREA: 41 SQ. FT. LIVING AREA: 732 SQ. FT. OPEN AREA: 45 SQ. FT. 1 1 Attachment 2
page 28 of 45

2'-8" 14'-8" 5'-10" 12'-0" 22'-10" 14'-4" 2'-8"
4'-0" 26'-0"
30'-0"
30'-0"
26'-0" 4'-0" UTIL./ STO. ENTRY 5' x 5'
CLOSET LIVING 6'-8" x 8'-6" BATH 6'-2" x 9'-4" WC
VANITY RANGE REFSINK KITCHEN 7'-4" x 12'-4" DINING 7'-4" x 4'-10" DECK 12'-0" x 7' DECK 14'-4" x 4' COATS
CLOSET RANGE DINING 9'-2" x 6' KITCHEN 8'-6" x 7'-6" REF D.W. SINK LIVING 11'-10" x 12' CLOSET BATH 7'-8" x 9'-8" WC
VANITY ENTRY 5' x 6' BEDROOM 6'-6" x 6'-7" BEDROOM 10'-0" x 10'-8" 7'-0" 10'-2" 35'-10" 23'-0"
4'-0" 26'-0"
30'-0" ENTRY 4'-10" x 5'-0" COATS CLOSET BEDROOM 2 10'-6" x 11'-10" BEDROOM 3 9'-0" x 11'-0" BEDROOM 1 10'-2" x 10'-4" BATH 7'-8" x10'-4" HALL LIVING 12'-8" x 12'-7" DINING 8' x 6' KITCHEN 8'-6" x 7' D.W. SINKRANGE REF PANTRY

CLOSET SHOWER/ TUB WC
VANITY
CLOSETDECK 10'-2" x 4' CLOSET POWDER 7'-0" x 3'-0"
CLOSET 2'-8" UTIL./ STO. UTIL./ STO. CLOSET SHOWER/ TUB PANTRY SHOWER/ TUB 23'-0" ACCESSIBLE ENLARGED UNIT PLANS A21617148 - A216 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 SCALE: BEDROOOM 1 UNIT PLAN 1/4"=1'-0" SCALE: STUDIO UNIT PLAN 1/4"=1'-0" LIVING AREA: 732 SQ. FT. OPEN AREA: 45 SQ. FT. LIVING AREA: 384 SQ. FT. OPEN AREA: 97 SQ. FT. ACCESSIBLE ACCESSIBLE ACCESSIBLE SCALE: 3 BEDROOM UNIT PLAN 1/4"=1'-0" LIVING AREA: 1,021 SQ. FT. OPEN AREA: 41 SQ. FT.

Attachment 2
page 29 of 45

SCALE: BUILDING 1 PLAN LEFT ELEVATION 1/8"=1'-0" F.F. F.F. T.O.PL. F.F. F.F. F.F. T.O.PL. F.F. F.F. AVERAGE FINISHED GROUND LEVEL MEDIAN ROOF LEVEL SCALE: BUILDING 1 PLAN REAR ELEVATION 1/8"=1'-0" SCALE: BUILDING 1 PLAN FRONT ELEVATION 1/8"=1'-0" SCALE: BUILDING 1 PLAN RIGHT ELEVATION 1/8"=1'-0" F.F. F.F. T.O.PL. F.F. F.F. F.F. T.O.PL. F.F. F.F. 35107121 RF-1 5 12 4 2 P-2 P-1 P-1 P-3 P-1 P-1 2 P-2 4 P-1 7 P-3 6 P-4 9 P-1 4 P-1 51011 12 124798 1102129 321210512 BUILDING 1 EXTERIOR ELEVATIONS A40117148 - A401 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 1 INDICATES COMPOSITE ROOFING INDICATES VERTICAL CEMENT FIBER SIDING, ALSO USED AT DUTCH GABLE END 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. KEY NOTES INDICATES DUAL GLAZED WINDOW SYSTEM 3 INDICATES COMPOSITE 2x 'HARDI-TRIM' 45 INDICATES STOREFRONT WINDOW GLAZING SYSTEM INDICATES 2x FASCIA 6789 INDICATES DUAL GLAZED SLIDING DOOR INDICATES COMPOSITE BELLY BAND TRIM AROUND BUILDING INDICATES EXTERIOR DOOR INDICATES HORIZONTAL CEMENT FIBER SIDING 10 INDICATES METAL RAILING 11 INDICATES HM EXTERIOR DOOR 12 INDICATES STRUCTURAL COLUMN 13 SHERWIN WILLIAMS - SW7005 PURE WHITE SHERWIN WILLIAMS - SW7547 SANDBAR SHERWIN WILLIAMS - SW0037 MORRIS ROOM GREY SHERWIN WILLIAMS - SW6020 MAROONED DUNN EDWARDS - DEW329 WAX WING EXTERIOR FINISH LEGEND P-1 PAINT FINISH: FLAT = ON SIDING EGGSHELL = ON TRIM AND WINDOW FRAME SEMI-GLOSS = ON DOOR AND DOOR FRAME GENERAL EXTERIOR FINISH MATERIAL: CEMENT FIBER SIDING, DIRECTION INDICATED ON RENDERINGS WOOD TRIM VINYL WINDOW - WHITE ASPHALT ROOF SHINGLES: P-2 P-3 P-4 P-5 PAINT COLORS ON SIDING: AT APARTMENTS AND COMMUNITY BUILDING: GAF - TIMBERLINE HD - AGED CHESTNUT CRRC PRODUCT ID# 0676-0130a AT RESIDENTIAL PROGRAM AND OUTPATIENT PROGRAM BUILDING: GAF - TIMBERLINE HD - STONE GRAY CRRC PRODUCT ID# 0676-0137 RF-1 RF-2 Attachment 2
page 30 of 45

SCALE: BUILDING 3 PLAN FRONT ELEVATION 1/8"=1'-0" SCALE: BUILDING 3 PLAN REAR ELEVATION 1/8"=1'-0" SCALE: BUILDING 3 PLAN RIGHT ELEVATION 1/8"=1'-0" SCALE: BUILDING 3 PLAN LEFT ELEVATION 1/8"=1'-0" F.F. F.F. T.O. PL. 9'-6" 9'-1" 46'-8" T.O. ROOF9'-1" 1'-4" 1'-4" T.O. PL. T.O. PL. T.O. PL. F.F. 1'-4" 9'-8" 5'-5" F.F. F.F. T.O. PL.
9'-6" 9'-1" 46'-8" T.O. ROOF9'-1" 1'-4" 1'-4" T.O. PL. T.O. PL. T.O. PL. F.F. 1'-4" 9'-8" 5'-5" F.F. F.F. T.O. PL.
9'-6" 9'-1" 46'-8" T.O. ROOF9'-1" 1'-4" 1'-4" T.O. PL. T.O. PL. T.O. PL. F.F. 1'-4" 9'-8" 5'-5"
38'-6" AVERAGE GROUND LEVEL MEDIAN ROOF LEVEL F.F. F.F. T.O. PL. 9'-6" 9'-1" 46'-8" T.O. ROOF9'-1" 1'-4" 1'-4" T.O. PL. T.O. PL. T.O. PL. F.F. 1'-4" 9'-8" 5'-5"
3510712 RF-1 15 12
4 P-2 2 P-1 P-1 P-3 P-1 P-1 P-2 2 P-1
4 P-3 7 P-4 6 P-1 9 BUILDING 3 EXTERIOR ELEVATIONS A40217148 - A402 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 PLANNING 1 COMMENTS 06.10.2019 2 RESUBMIT 02.28.2020
1 INDICATES COMPOSITE ROOFING INDICATES VERTICAL CEMENT FIBER SIDING, ALSO USED AT DUTCH GABLE END 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. KEY NOTES INDICATES DUAL GLAZED WINDOW SYSTEM3 INDICATES COMPOSITE 2x 'HARDI-TRIM' 45 INDICATES STOREFRONT WINDOW GLAZING SYSTEM INDICATES 2x FASCIA6789 INDICATES DUAL GLAZED SLIDING DOOR INDICATES COMPOSITE BELLY BAND TRIM AROUND BUILDING INDICATES EXTERIOR DOOR INDICATES HORIZONTAL CEMENT FIBER SIDING 10 INDICATES METAL RAILING 11 INDICATES HM EXTERIOR DOOR 12 INDICATES STRUCTURAL COLUMN 13 SHERWIN WILLIAMS - SW7005 PURE WHITE SHERWIN WILLIAMS - SW7547 SANDBAR SHERWIN WILLIAMS - SW0037 MORRIS ROOM GREY SHERWIN WILLIAMS - SW6020 MAROONED DUNN EDWARDS - DEW329 WAX WING EXTERIOR FINISH LEGEND P-1 PAINT FINISH: FLAT = ON SIDING EGGSHELL = ON TRIM AND WINDOW FRAME SEMI-GLOSS = ON DOOR AND DOOR FRAME GENERAL EXTERIOR FINISH MATERIAL: CEMENT FIBER SIDING, DIRECTION INDICATED ON RENDERINGS WOOD TRIM VINYL WINDOW - WHITE ASPHALT ROOF SHINGLES: P-2 P-3 P-4 P-5 PAINT COLORS ON SIDING: AT APARTMENTS AND COMMUNITY BUILDING: GAF - TIMBERLINE HD - AGED CHESTNUT CRRC PRODUCT ID# 0676-0130a AT RESIDENTIAL PROGRAM AND OUTPATIENT PROGRAM BUILDING: GAF - TIMBERLINE HD - STONE GRAY CRRC PRODUCT ID# 0676-0137 RF-1 RF-2 Attachment 2
page 31 of 45

SCALE: BUILDING 4 PLAN REAR ELEVATION 1/8"=1'-0" F.F. F.F. 10'-412" 9'-1" T.O.PL. F.F.10'-412" F.F. F.F.
10'-412" 9'-1" T.O.PL. F.F.10'-412" 11'-0" F.F.
38'-612" AVERAGE GROUND LEVEL MEDIAN ROOF LEVEL F.F. F.F. 10'-412" 9'-1" T.O.PL. F.F.10'-412" F.F. F.F.
10'-412" 9'-1" T.O.PL. F.F.10'-412"
11'-0" SCALE: BUILDING 4 PLAN LEFT ELEVATION 1/8"=1'-0" SCALE: BUILDING 4 PLAN FRONT ELEVATION 1/8"=1'-0" SCALE: BUILDING 4 PLAN RIGHT ELEVATION 1/8"=1'-0" 3510121 RF-1 52 P-2 P-1 P-1 P-1 P-1 2 P-2 4 P-1 7 P-3 5 11 124 7 9 8 32121012 P-4 6 321297 BUILDING 4 EXTERIOR ELEVATIONS A40317148 - A403 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 1 INDICATES COMPOSITE ROOFING INDICATES VERTICAL CEMENT FIBER SIDING, ALSO USED AT DUTCH GABLE END 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. KEY NOTES INDICATES DUAL GLAZED WINDOW SYSTEM 3 INDICATES COMPOSITE 2x 'HARDI-TRIM' 45 INDICATES STOREFRONT WINDOW GLAZING SYSTEM INDICATES 2x FASCIA 6789 INDICATES DUAL GLAZED SLIDING DOOR INDICATES COMPOSITE BELLY BAND TRIM AROUND BUILDING INDICATES EXTERIOR DOOR INDICATES HORIZONTAL CEMENT FIBER SIDING 10 INDICATES METAL RAILING 11 INDICATES HM EXTERIOR DOOR 12 INDICATES STRUCTURAL COLUMN 13 SHERWIN WILLIAMS - SW7005 PURE WHITE SHERWIN WILLIAMS - SW7547 SANDBAR SHERWIN WILLIAMS - SW0037 MORRIS ROOM GREY SHERWIN WILLIAMS - SW6020 MAROONED DUNN EDWARDS - DEW329 WAX WING EXTERIOR FINISH LEGEND P-1 PAINT FINISH: FLAT = ON SIDING EGGSHELL = ON TRIM AND WINDOW FRAME SEMI-GLOSS = ON DOOR AND DOOR FRAME GENERAL EXTERIOR FINISH MATERIAL: CEMENT FIBER SIDING, DIRECTION INDICATED ON RENDERINGS WOOD TRIM VINYL WINDOW - WHITE ASPHALT ROOF SHINGLES: P-2 P-3 P-4 P-5 PAINT COLORS ON SIDING: AT APARTMENTS AND COMMUNITY BUILDING: GAF - TIMBERLINE HD - AGED CHESTNUT CRRC PRODUCT ID# 0676-0130a AT RESIDENTIAL PROGRAM AND OUTPATIENT PROGRAM BUILDING: GAF - TIMBERLINE HD - STONE GRAY CRRC PRODUCT ID# 0676-0137 RF-1 RF-2 Attachment 2
page 32 of 45

SCALE: BUILDING 5 PLAN REAR ELEVATION 1/8"=1'-0" SCALE: BUILDING 5 PLAN RIGHT ELEVATION 1/8"=1'-0" SCALE: BUILDING 5 PLAN FRONT ELEVATION 1/8"=1'-0" SCALE: BUILDING 5 PLAN LEFT ELEVATION 1/8"=1'-0" F.F. F.F. 10'-412" 9'-03 4" T.O.PL. F.F.10'-412" 48'-014" AVERAGE GROUND LEVEL MEDIAN ROOF LEVEL 10'-53 4" F.F. 3571 RF-1 5 12 4 2 P-2 P-1 P-1 P-3 P-1 2 P-2 4 P-1 6 P-4 9 P-1 4 P-1 1312 P-1 10 BUILDING 5 EXTERIOR ELEVATIONS A40417148 - A404 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 1 INDICATES COMPOSITE ROOFING INDICATES VERTICAL CEMENT FIBER SIDING, ALSO USED AT DUTCH GABLE END 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. KEY NOTES INDICATES DUAL GLAZED WINDOW SYSTEM 3 INDICATES COMPOSITE 2x 'HARDI-TRIM' 45 INDICATES STOREFRONT WINDOW GLAZING SYSTEM INDICATES 2x FASCIA 6789 INDICATES DUAL GLAZED SLIDING DOOR INDICATES COMPOSITE BELLY BAND TRIM AROUND BUILDING INDICATES EXTERIOR DOOR INDICATES HORIZONTAL CEMENT FIBER SIDING 10 INDICATES METAL RAILING 11 INDICATES HM EXTERIOR DOOR 12 INDICATES STRUCTURAL COLUMN 13 SHERWIN WILLIAMS - SW7005 PURE WHITE SHERWIN WILLIAMS - SW7547 SANDBAR SHERWIN WILLIAMS - SW0037 MORRIS ROOM GREY SHERWIN WILLIAMS - SW6020 MAROONED DUNN EDWARDS - DEW329 WAX WING EXTERIOR FINISH LEGEND P-1 PAINT FINISH: FLAT = ON SIDING EGGSHELL = ON TRIM AND WINDOW FRAME SEMI-GLOSS = ON DOOR AND DOOR FRAME GENERAL EXTERIOR FINISH MATERIAL: CEMENT FIBER SIDING, DIRECTION INDICATED ON RENDERINGS WOOD TRIM VINYL WINDOW - WHITE ASPHALT ROOF SHINGLES: P-2 P-3 P-4 P-5 PAINT COLORS ON SIDING: AT APARTMENTS AND COMMUNITY BUILDING: GAF - TIMBERLINE HD - AGED CHESTNUT CRRC PRODUCT ID# 0676-0130a AT RESIDENTIAL PROGRAM AND OUTPATIENT PROGRAM BUILDING: GAF - TIMBERLINE HD - STONE GRAY CRRC PRODUCT ID# 0676-0137 RF-1 RF-2 Attachment 2
page 33 of 45

F.F. F.F.
10'-412" 9'-1" T.O.PL. F.F.10'-412" F.F. F.F.
10'-412" 9'-1" T.O.PL. F.F.10'-412" F.F.
11'-0"
38'-612" AVERAGE GROUND LEVEL MEDIAN ROOF LEVEL F.F. F.F. 10'-412" 9'-1" T.O.PL. F.F.10'-412" F.F. F.F.
10'-412" 9'-1" T.O.PL. F.F.10'-412" F.F.
11'-0" SCALE: BUILDING 6 PLAN REAR ELEVATION 1/8"=1'-0" SCALE: BUILDING 6 PLAN LEFT ELEVATION 1/8"=1'-0" SCALE: BUILDING 6 PLAN FRONT ELEVATION 1/8"=1'-0" SCALE: BUILDING 6 PLAN RIGHT ELEVATION 1/8"=1'-0" 35101 RF-1 52 P-2 P-1 P-1 P-1 2 P-2 4 P-1 7 P-3 12 321297 5 11 124 7 9 8 BUILDING 6 EXTERIOR ELEVATIONS A40517148 - A405 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 1 INDICATES COMPOSITE ROOFING INDICATES VERTICAL CEMENT FIBER SIDING, ALSO USED AT DUTCH GABLE END 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. KEY NOTES INDICATES DUAL GLAZED WINDOW SYSTEM 3 INDICATES COMPOSITE 2x 'HARDI-TRIM' 45 INDICATES STOREFRONT WINDOW GLAZING SYSTEM INDICATES 2x FASCIA 6789 INDICATES DUAL GLAZED SLIDING DOOR INDICATES COMPOSITE BELLY BAND TRIM AROUND BUILDING INDICATES EXTERIOR DOOR INDICATES HORIZONTAL CEMENT FIBER SIDING 10 INDICATES METAL RAILING 11 INDICATES HM EXTERIOR DOOR 12 INDICATES STRUCTURAL COLUMN 13 SHERWIN WILLIAMS - SW7005 PURE WHITE SHERWIN WILLIAMS - SW7547 SANDBAR SHERWIN WILLIAMS - SW0037 MORRIS ROOM GREY SHERWIN WILLIAMS - SW6020 MAROONED DUNN EDWARDS - DEW329 WAX WING EXTERIOR FINISH LEGEND P-1 PAINT FINISH: FLAT = ON SIDING EGGSHELL = ON TRIM AND WINDOW FRAME SEMI-GLOSS = ON DOOR AND DOOR FRAME GENERAL EXTERIOR FINISH MATERIAL: CEMENT FIBER SIDING, DIRECTION INDICATED ON RENDERINGS WOOD TRIM VINYL WINDOW - WHITE ASPHALT ROOF SHINGLES: P-2 P-3 P-4 P-5 PAINT COLORS ON SIDING: AT APARTMENTS AND COMMUNITY BUILDING: GAF - TIMBERLINE HD - AGED CHESTNUT CRRC PRODUCT ID# 0676-0130a AT RESIDENTIAL PROGRAM AND OUTPATIENT PROGRAM BUILDING: GAF - TIMBERLINE HD - STONE GRAY CRRC PRODUCT ID# 0676-0137 RF-1 RF-2 Attachment 2
page 34 of 45

SCALE: BUILDING 8 PLAN FRONT ELEVATION 1/8"=1'-0" SCALE: BUILDING 8 PLAN RIGHT ELEVATION 1/8"=1'-0" SCALE: BUILDING 8 PLAN LEFT ELEVATION 1/8"=1'-0" SCALE: BUILDING 8 PLAN REAR ELEVATION 1/8"=1'-0" F.F. F.F. 11'-0" 10'-0"
± 23'-6" T.O.PL.
10'-0" T.O. PL. AVG HT OF ROOF F.F. F.F.
11'-0" 10'-0"
± 23'-6" T.O.PL.
10'-0" T.O. PL. AVG HT OF ROOF F.F. F.F.
11'-0" 10'-0"
± 23'-6" T.O.PL. AVG HT OF ROOF F.F.
14'-0" T.O. PL. F.F. F.F.
11'-0" 10'-0"
± 23'-6" T.O.PL. AVG HT OF ROOF F.F.
14'-0" T.O. PL.
10'-0" T.O. PL. 12 4 12 4 12 4 12 4 12 4 12 4 317 RF-1 P-3 1RF-1 2 P-1 P-2579P-1 P-1 P-3 6P-4 104 13 11 P-4 14P-1 14 P-1 4 14 P-1 2 P-2 2P-2 BUILDING 8 EXTERIOR ELEVATIONS A40617148 - A406 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020 1 INDICATES COMPOSITE ROOFING INDICATES VERTICAL CEMENT FIBER SIDING, ALSO USED AT DUTCH GABLE END 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. KEY NOTES INDICATES DUAL GLAZED WINDOW SYSTEM 3 INDICATES COMPOSITE 2x 'HARDI-TRIM' 45 INDICATES STOREFRONT WINDOW GLAZING SYSTEM INDICATES 2x FASCIA 6789 INDICATES DUAL GLAZED SLIDING DOOR INDICATES COMPOSITE BELLY BAND TRIM AROUND BUILDING INDICATES EXTERIOR DOOR INDICATES HORIZONTAL CEMENT FIBER SIDING 10 INDICATES METAL RAILING 11 INDICATES HM EXTERIOR DOOR 12 INDICATES STRUCTURAL COLUMN 13 SHERWIN WILLIAMS - SW7005 PURE WHITE SHERWIN WILLIAMS - SW7547 SANDBAR SHERWIN WILLIAMS - SW0037 MORRIS ROOM GREY SHERWIN WILLIAMS - SW6020 MAROONED DUNN EDWARDS - DEW329 WAX WING EXTERIOR FINISH LEGEND P-1 PAINT FINISH: FLAT = ON SIDING EGGSHELL = ON TRIM AND WINDOW FRAME SEMI-GLOSS = ON DOOR AND DOOR FRAME GENERAL EXTERIOR FINISH MATERIAL: CEMENT FIBER SIDING, DIRECTION INDICATED ON RENDERINGS WOOD TRIM VINYL WINDOW - WHITE ASPHALT ROOF SHINGLES: P-2 P-3 P-4 P-5 PAINT COLORS ON SIDING: AT APARTMENTS AND COMMUNITY BUILDING: GAF - TIMBERLINE HD - AGED CHESTNUT CRRC PRODUCT ID# 0676-0130a AT RESIDENTIAL PROGRAM AND OUTPATIENT PROGRAM BUILDING: GAF - TIMBERLINE HD - STONE GRAY CRRC PRODUCT ID# 0676-0137 RF-1 RF-2 Attachment 2
page 35 of 45

SCALE: EAST ELEVATION RESIDENTIAL BUILDING 1/8"=1'-0" SCALE: WEST ELEVATION RESIDENTIAL BUILDING 1/8"=1'-0" SCALE: NORTH ELEVATION RESIDENTIAL BUILDING 1/8"=1'-0" T.O.PL. ± 16'-0" F.F.
9'-1" T.O.PL.
± 16'-0" F.F.
9'-1" T.O.PL.
± 16'-0" F.F.
9'-1" 12
4 12
4 12
4 12
4 12
4 12
4 37
2 1 RF-2 P-1 P-3 5 P-1 P-1 SCALE: SOUTH ELEVATION RESIDENTIAL BUILDING 1/8"=1'-0" T.O.PL. ± 16'-0" F.F.
9'-1" 12
4 12
4 T.O.PL.
±17'-2" F.F.
12'-0" T.O.PL. F.F.
9'-1" 12
5 SCALE: EAST ELEVATION OUTPATIENT BUILDING 1/8"=1'-0" SCALE: WEST ELEVATION OUTPATIENT BUILDING 1/8"=1'-0" SCALE: NORTH ELEVATION OUTPATIENT BUILDING 1/8"=1'-0" SCALE: SOUTH ELEVATION OUTPATIENT BUILDING 1/8"=1'-0" T.O.PL. ±17'-2" F.F.
12'-0" T.O.PL.
±17'-2" F.F.
9'-1" T.O.PL. F.F.
12'-0" T.O.PL.
±17'-2" F.F.
12'-0"
371 RF-2 P-1 P-3 5 P-12 P-1 12
5 9 P-1 ENCOMPASS EXTERIOR ELEVATIONS A40717148 - A407 ATHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 2 RESUBMIT 02.28.2020
1 INDICATES COMPOSITE ROOFING INDICATES VERTICAL CEMENT FIBER SIDING, ALSO USED AT DUTCH GABLE END 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. KEY NOTES INDICATES DUAL GLAZED WINDOW SYSTEM3 INDICATES COMPOSITE 2x 'HARDI-TRIM' 45 INDICATES STOREFRONT WINDOW GLAZING SYSTEM INDICATES 2x FASCIA6789 INDICATES DUAL GLAZED SLIDING DOOR INDICATES COMPOSITE BELLY BAND TRIM AROUND BUILDING INDICATES EXTERIOR DOOR INDICATES HORIZONTAL CEMENT FIBER SIDING 10 INDICATES METAL RAILING 11 INDICATES HM EXTERIOR DOOR 12 INDICATES STRUCTURAL COLUMN 13 SHERWIN WILLIAMS - SW7005 PURE WHITE SHERWIN WILLIAMS - SW7547 SANDBAR SHERWIN WILLIAMS - SW0037 MORRIS ROOM GREY SHERWIN WILLIAMS - SW6020 MAROONED DUNN EDWARDS - DEW329 WAX WING EXTERIOR FINISH LEGEND P-1 PAINT FINISH: FLAT = ON SIDING EGGSHELL = ON TRIM AND WINDOW FRAME SEMI-GLOSS = ON DOOR AND DOOR FRAME GENERAL EXTERIOR FINISH MATERIAL: CEMENT FIBER SIDING, DIRECTION INDICATED ON RENDERINGS WOOD TRIM VINYL WINDOW - WHITE ASPHALT ROOF SHINGLES: P-2 P-3 P-4 P-5 PAINT COLORS ON SIDING: AT APARTMENTS AND COMMUNITY BUILDING: GAF - TIMBERLINE HD - AGED CHESTNUT CRRC PRODUCT ID# 0676-0130a AT RESIDENTIAL PROGRAM AND OUTPATIENT PROGRAM BUILDING: GAF - TIMBERLINE HD - STONE GRAY CRRC PRODUCT ID# 0676-0137 RF-1 RF-2 Attachment 2
page 36 of 45

9 10
6 3
1 4
8 EX. WILLOWS TO REMAIM

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA
MILES LANE CHECK DATE DRAWN SCALE JC/MA MA1" = 20' - 0" REVISIONS L-1.0 3370 Samuel Pl. Santa Cruz, CA 95062 831.462.4988 [email protected] www.arnonelandscape.com (Exp 7/31/20) MICHAEL A. ARNONE No. 3347 L
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N O R T H COMMUNITY GARDEN PLAY STRUCTURE LAWN LAWN COURTYARD STREET TREES STREET TREES NATIVE TREES TO REMAIN STREET TREES ACTIVITY PANEL EXISTING TREE TO REMAIN 1 6.10.19
1 1
© Michael Arnone Landscape Architect - 2020 2.28.2020
©
Attachment 2
page 37 of 45

CONCEPT PLANT SCHEDULE
5 MIDPEN HOUSING

WATSONVILLE, CALIFORNIA
MILES LANE CHECK DATE DRAWN SCALE JC/MA MA1" = 20' - 0" REVISIONS L-1.1 CONCEPTUAL 3370 Samuel Pl. Santa Cruz, CA 95062 831.462.4988 [email protected] www.arnonelandscape.com (Exp 7/31/20) MICHAEL A. ARNONE No. 3347 L
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ARC SHEET 2 OF 6 JOB NO. SHEET 201840 LANDSCAPE PLAN
0 40 feet 1" = 20' 20 60 80
N O R T H NATIVE TREES TO REMAIN UPPER WATSONVILLE STRUVE SLOUGH TRAIL 12' GREENWAY TRAIL EASEMENT UPPER WATSONVILLE STRUVE SLOUGH TRAIL © Michael Arnone Landscape Architect - 2020 2.28.2020
©
Attachment 2
page 38 of 45

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA
MILES LANE CHECK DATE DRAWN SCALE JC/MA MANO SCALE REVISIONS L-1.2 TREE IMAGES 3370 Samuel Pl. Santa Cruz, CA 95062 831.462.4988 [email protected] www.arnonelandscape.com (Exp 7/31/20) MICHAEL A. ARNONE No. 3347L A S T TA E OF CA NECI L A DES L NDSC A IF I ORN ITECT H PE ARC © Michael Arnone Landscape Architect - 2020 SHEET 3 OF 6 2.28.2020 JOB NO. SHEET 201840 © Vine Maple Acer circinatum Brisbane Box Lophostemon confertus Fern Pine Podocarpus gracilior Columbia Sycamore Platanus x acerifolia 'Columbia' Marina Strawberry Tree Arbutus 'Marina' Pink Crape Myrtle Lagertroemia indica 'Hopi' STREET TREESEVERGREEN TREE LARGE NATIVE TREES INTERIOR TREE ACCENT TREES SMALL NATIVE TREES Chinese Pistache Pistacia x 'Red Push' Flowering Plum Prunus cerasifera Toyon Heteromeles arbutifolia Flaxleaf Paperbark Melaleuca linariifolia California Sycamore Platanus racemosa Coast Live Oak Quercus agrifolia Attachment 2
page 39 of 45

9 10
6 3
1 4
8 EX. WILLOWS TO REMAIM

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA
MILES LANE CHECK DATE DRAWN SCALE JC/MA MA1" = 20' - 0" REVISIONS L-2.0 CONCEPTUAL 3370 Samuel Pl. Santa Cruz, CA 95062 831.462.4988 [email protected] www.arnonelandscape.com (Exp 7/31/20) MICHAEL A. ARNONE No. 3347 L
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N O R T H
0 40 feet 1" = 20' 20 60 80 SITE AMENITIES
1 ·······
2 7
4 4
8 1
1 NATIVE TREES TO REMAIN
1 6.10.19
3 4
© Michael Arnone Landscape Architect - 2020 2.28.2020
6 ©
5 Attachment 2
page 40 of 45

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA
MILES LANE CHECK DATE DRAWN SCALE JC/MA MA1/8" = 1' - 0" REVISIONS L-2.1 CONCEPTUAL 3370 Samuel Pl. Santa Cruz, CA 95062 831.462.4988 [email protected] www.arnonelandscape.com (Exp 7/31/20) MICHAEL A. ARNONE No. 3347L A S T TA E OF CA NECI L A DES L NDSC A IF I ORN ITECT H PE ARC SHEET 5 OF 6 JOB NO. SHEET 201840 COMMON AREA N O R T H LAWN COMPOST BINS TABLES BBQ GRILL PICNIC TEXTURED CONCRETE ACCESSIBLE PLAY STRUCTURE WITH SAFETY ZONE BENCH BENCH COMMUNITY GARDEN RAISED BEDS BENCH COMMUNITY BUILDING HARDSCAPE PLAN N O R T H TABLE BENCH PICNIC TABLE SEAT WALL TREE PLANTER BENCH BENCHES BENCH BENCH BENCH BENCH LAWN BBQ GRILL © Michael Arnone Landscape Architect - 2020 2.28.2020 © BARK CHIP SURFACE ACTIVITY PANELS WITH SAFETY ZONE Attachment 2
page 41 of 45

9 10 6 3 1 4 8 5 EX. WILLOWS TO REMAIM FENCE STYLE LEGEND SYMBOL DESCRIPTION 6' WOOD FENCE 42" WROUGHT IRON FENCE 18" WROUGHT IRON FENCE ON 24" CONCRETE BASE 4 x 4" post overlapping 6" wide fence boards 2 x 4" top and bottom stringers 7'-2" o.c. 6'-0" 2" SQUARE METAL POSTS 1" SQUARE PICKETS 1/2" x 2" METAL STRINGERS 42" 7'-0" o.c. 4" o.c. 4" o.c. 42" 7'-0" o.c. 4" o.c. 2" SQUARE METAL POSTS 1" SQUARE PICKETS 1/2" x 2" METAL STRINGERS 6" WIDE CONCRETE WALL 24"

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA
MILES LANE CHECK DATE DRAWN SCALE JC/MA MAas noted REVISIONS L-2.2 CONCEPTUAL 3370 Samuel Pl. Santa Cruz, CA 95062 831.462.4988 [email protected] www.arnonelandscape.com (Exp 7/31/20) MICHAEL A. ARNONE No. 3347L A S T TA E OF CA NECI L A DES L NDSC A IF I ORN ITECT H PE ARC SHEET 6 OF 6 JOB NO. SHEET 201840 FENCE PLAN AND ELEVATIONS N O R T H 6' REDWOOD BOARD ON BOARD FENCE SCALE 1/2" = 1' - 0" 42" METAL FENCE SCALE 1/2" = 1' - 0" METAL FENCE w/ CONCRETE BASE SCALE 1/2" = 1' - 0" ALL METAL TO BE BLACK POWDER COAT FINISH ALL METAL TO BE BLACK POWDER COAT FINISH 6' wood fence (typical) 6' wood fence (typical) 42" wrought iron fence (typical) NATIVE TREES TO REMAIN 1 6.10.19 1 © Michael Arnone Landscape Architect - 2020 2.28.2020 © 0 60 feet 1" = 30' 30 90 120 6' wood fence (typical) 18" wrought iron fence on 24" concrete base (typical) Attachment 2
page 42 of 45

MILES LANE

MILES LANE

SANTA CLARA ST KIMBERLY
LANE 1P W1
C
1"=20' W1 W1 W1 W1 W1 W1 W1 W1W1W1W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 1P 1P 1P 1P 1P 1P1P 1P 1P 1P 1P 1P 1P 1P 1P 1P 1P C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL VOLTS NOTE 3 QUANTITY PHOTOMETRIC SITE PLAN PH-117148 - PH-1 AHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 PLANNING 1 COMMENTS 06.10.2019 2 RESUBMIT 02.28.2020 SCALE: PHOTOMETRIC SITE PLAN 1"=30'-0" PLAN
NORTH
Attachment 2
page 43 of 45

MILES LANE

SANTA CLARA ST
(N) CONCRETE

APPROACH PER

CITY STANDARDS
(N) CONCRETE

APPROACH

PER CITY

STANDARDS
(N) CONCRETE

APPROACH PER

CITY STANDARDS
(N) CONCRETE

APPROACH

PER CITY
STANDARDS SITE PLAN PD-117148 - PD-1 AHHR SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 PLANNING 1 COMMENTS 06.10.2019 2 RESUBMIT 02.28.2020 SCALE: SITE PLAN 1"=30'-0"
PLAN

NORTH MAP OF AREA PLAN NORTH

COMMERCIAL

COMMERCIAL

COMMERCIAL
VACANT

RESIDENTIAL

COMMERCIAL

RESIDENTIAL TRAILER PARK

RESIDENTIAL

COMMERCIAL

SYCAMORE ST

LAUREL ST

BROAD ST

PROSPECT ST

MARIN ST

MILES LN

FREEDOM BLVD

SANTA CLARA ST

MADERA ST

MARIN ST

SAN BENITO ST

KIMBERLY LN

ERIK LN
Attachment 2
page 44 of 45

Attachment 2b

Attachment 2
page 45 of 45

Architects 1288 Kifer Road, Unit 206, Sunnyvale, CA 94086 Telephone : 408-992-0280 Fax : 408-992-0281 Attachment 3
page 1 of 20

Architects 1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280 Fax : 408-992-0281
Attachment 3
page 2 of 20

VAN
EV VAN
BUILDING 5

COMMUNITY

BUILDING
BUILDING 3
BUILDING 2
BUILDING 4
BUILDING 1 Architects 1288 Kifer Road, Unit 206, Sunnyvale, CA 94086 Telephone : 408-992-0280 Fax : 408-992-0281 Attachment 3
page 3 of 20
BUILDING 5 Page 382 of 870
VAN
EV VAN
BUILDING 5

COMMUNITY

BUILDING
BUILDING 3
BUILDING 2
BUILDING 4
BUILDING 1 Architects 1288 Kifer Road, Unit 206, Sunnyvale, CA 94086 Telephone : 408-992-0280 Fax : 408-992-0281 Attachment 3
page 4 of 20

Architects 1288 Kifer Road, Unit 206, Sunnyvale, CA 94086 Telephone : 408-992-0280 Fax : 408-992-0281 Attachment 3
page 5 of 20

Architects 1288 Kifer Road, Unit 206, Sunnyvale, CA 94086 Telephone : 408-992-0280 Fax : 408-992-0281 Attachment 3
page 6 of 20

Architects 1288 Kifer Road, Unit 206, Sunnyvale, CA 94086 Telephone : 408-992-0280 Fax : 408-992-0281 Attachment 3
page 7 of 20

Architects 1288 Kifer Road, Unit 206, Sunnyvale, CA 94086 Telephone : 408-992-0280 Fax : 408-992-0281 Attachment 3
page 8 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com

MILES LANE
SITE
SAN
TA
C
LA
RA
ST
R
E
ET
Attachment 3
page 9 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com
Attachment 3
page 10 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com

MILES LANE
Attachment 3
page 11 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com
Attachment 3
page 12 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com
Attachment 3
page 13 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com

MILES LANE
Attachment 3
page 14 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com

MILES LANE
Attachment 3
page 15 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com

MILES LANE
Attachment 3
page 16 of 20

Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281

BKF ENGINEERS
307 MAIN STREET
SUITE 120
SALINAS, CA 93901
(831) 205-5880
www.bkf.com

MILES LANE
Attachment 3
page 17 of 20

PA

PJ PJ PA PJ FP
FP
FP

COT COT COT
COT

COTCOT COT COT

PJ PJ PJ PJ PJ PJ

LCS LCS LCS LCS
LCS
PJ
PJ

CS CS CS CS CS CS
COT
CCP
CH
SLSLSL
SLSL
SL
ARC
ARC
CH
CH
PJ
PJ PJ
LCS
PJ

LCR LCR LCR LCR
COT
COT

COT COT COT
CCP
LCS
LCS
ARC
ARC
ARC
SL
SL

CH SL CCP
SL

SL SL SL
SL
SL
PJ
PJ
PJ
PJ PJ
CP
CP CP
CP
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW

COT COT
LCS
SL
SL
CH
CH
COT
NATIVE GRASS MEADOW (2,996 sf)Festuca californica
Festuca idahoensisFestuca rubra
AR
AM
CIT 2
CIT 1
LI
L0
PA
QA
ARC
CHCCCS
CP
CW
CCP
COT
DV
LCS
LCR
PESLC
F
KG
PJ
PW
FP

PLANT SCHEDULE

NATIVE TREES

TO REMAIN

UPPER WATSONVILLE STRUVE

SLOUGH TRAIL
12' GREENWAY

TRAIL EASEMENT

UPPER WATSONVILLE

STRUVE SLOUGH TRAIL

MATCHLINE
SEE L1.0

MATCHLINE
SEE L1.0

N O R T H
0 32 feet
1" = 16'
16 48 64

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA

MILES LANE
L-1.1
Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281
[email protected] 831.462.4988

PLANTING PLAN
EAST
& SCHEDULE
Attachment 3
page 18 of 20

Vine Maple
Acer circinatum
Brisbane BoxLophostemon confertus
Columbia Sycamore
Platanus x acerifolia 'Columbia'
Marina Strawberry Tree
Arbutus 'Marina'
Pink Crape Myrtle
Lagertroemia indica 'Hopi'

STREET TREE

FRUIT TREES

LARGE NATIVE TREE

INTERIOR TREES

ACCENT TREE

SMALL NATIVE TREE
Coast Live OakQuercus agrifolia
Citus x limon 'Dwarf Eureka'
Dwarf Eureka Lemon
Citus x sinensis 'Dwarf Washington'
Dwarf Washington Orange

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA

MILES LANE
Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281
[email protected] 831.462.4988
L-1.2

TREE IMAGES
Attachment 3
page 19 of 20

1" = 1'-0"

TREE PLANTING DOUBLE STAKE
PLANTING ATTURF AREAS.

PLANT PIT DETAIL

STAKING DETAIL
PLANTING ATSHRUB AREAS.

FX-PL-FX-TREE-10
1 SHRUB - MODIFIED SOIL
3/4" = 1'-0"
Notes:
1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail.

Modified soil.

Depth varies. (See
specifications for soil
modification).

Root ball.
4" high x 8" wide round - topped soil
berm above root ball surface shall be
constructed around the root ball.

Berm shall begin at root ball periphery.

Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to braceshrub. Do not over compact. When the planting hole has been backfilled, pour
water around the root ball to settle the
soil.
4" layer of mulch.

No more than 1" of
mulch on top of
root ball. (See
specifications for
mulch).

Root ball rests on
existing or
recompacted soil.

Existing soil.

Finished grade.

Shrub.

SECTION VIEW
URBAN TREE FOUNDATION © 2014

OPEN SOURCE FREE TO USE
FX-PL-FX-SHRB-03
2 VINE - MODIFIED SOIL
1/2" = 1'-0"
Notes:
1- Vines shall be of quality as prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail.

Face of wall or building.Lean nursery stake against the wall. Stake to be removed at the end of the maintenance (warranty)
period after the vine has attached to the wall.Root ball.

Vine.4" x 8" wide round - topped soil berm above root
ball surface shall be constructed around the rootball. Berm shall begin at root ball periphery.

Prior to mulching, lightly tamp soil around the rootball in 6" lifts to brace shrub. Do not over compact.

When the planting hole has been backfilled, pourwater around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch onthe top of the root ball. (See specifications for mulch).

Finished grade.Pavement.Modified soil. Depth varies. (See specifications for soil modification).

Root ball rests on existing or recompacted soil.Existing soil.

URBAN TREE FOUNDATION © 2014
OPEN SOURCE FREE TO USE 3 FX-PL-FX-SHRB-06

GROUNDCOVER
3/4" = 1'-0"
EQ. EQ.

Notes:1- See planting legend for groundcover species, size, and spacing dimension. 2- Small roots (14" or less) that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 3- Settle soil around root ball of each groundcover prior to mulching.

PLAN

SECTION VIEW
Pavement.

Mulch.

Groundcover plants to be
triangularly spaced.

Existing soil.

Modified soil. Depth varies. (See
specifications for soil modification).
2 - 3" thick layer of mulch.

Finished grade.
6" min.

URBAN TREE FOUNDATION © 2014

OPEN SOURCE FREE TO USE
FX-PL-FX-GROU-01
4 3" = 1'-0"
6" CONCRETE MOW STRIP FOR LAWN
FX-PL-FX-EDG-05
5 1 1/2" = 1'-0" CONCRETE CURB FOR TOT LOT FX-SI-CUR-08 6

1. All existing trees, shrubs and ground covers to remain shall be protected. Any damage caused by Contractor's work shall be repaired orreplaced at the Contractor's expense and be approved by the Landscape Architect.

2. If topsoil is intact, spread 2-4 inches of compost over surface of soil and incorporate into top 12-24 inches of planting area. If topsoil has been scraped and stored, mix one cubic yard of compost to 3-5 cubic yards of topsoil before re-spreading.

3. After amending soil, grade all areas smooth with no localized depressions exceeding .5 inch. All areas shall surface drain with 1.5 percent minimum slope away from all buildings, paving or other structures.

4. Quantities are for aiding in bidding only. Contractor shall verify all quantities.

5. Contractor shall lay out plant material as per plan and receive approval from Landscape Architect prior to installation.

6. No plants shall be planted with root balls or new pits in a dry condition.7. Plant all plants as per planting details in square pits with sides and bottoms thoroughly scarified. Do not amend backfill mix beyond initial topsoil amending unless noted.

8. All newly planted material shall be watered by deep soaking within 3 hours of planting.

9. All planting areas shall receive 3 inches of mini grind bark chip top dressing (mulch).

10. Contractor shall be responsible for irrigating all new plant material until the entire project as been approved and accepted by Owner.

11. Thirty days after planting Contractor shall re-stake and straighten all trees as necessary to be approved by Landscape Architect.

12. Fill containers with Garden Blend soil mix leaving 1" at top. Geo Square containers should be ordered with one 1 12" hole drilled in center, Geo Rectangle should be ordered with two 1 12" holes spaced equally between the center to the outer edge.

PLANTING NOTES

MIDPEN HOUSING

WATSONVILLE, CALIFORNIA

MILES LANE
Architects
1288 Kifer Road, Unit 206,
Sunnyvale, CA 94086
Telephone : 408-992-0280
Fax : 408-992-0281
[email protected] 831.462.4988
L-1.3

PLANTING DETAILS& NOTES
Attachment 3
page 20 of 20

MILES LANE FAMILY HOUSING BUILDING 5 CHANGES – COMPARISON CHART Entitlement  Proposed new orientation
Finished Grade near Miles Lane  33’  32.5’
Finished Grade away from Miles Lane  31’  31.65’
Top of Wall near Miles Lane  34.5’  32.5’
Top of Wall away from Miles Lane  31.5’  32’
DMA impervious  13,437 SF  11,520 SF
DMA pervious  2,599 SF  2,550 SF
Building Heights – Average Grade to Median
Roof
48’ ¼”  44’
Attachment 4
page 1 of 5

Building 5 Entitlement Top of Wall and Finished Floor

Building 5 Proposed Top of Wall and Finished Floor

Miles Lane Entitlement Drainage Management Area (DMA) Calculation (Building 5 is in DMA 11)

B
K
F
E
N
GIN
E
E
R
S
1730
N. FIRST ST
REET
SUITE 6
0 0
SA

N JOSE, C
A
95112
(4
0 8) 4
6 7-910
0 w
w
w.bkf.co
m
Miles Lane Revised Drainage Management Area ("DMA") Calculations. Building 5 is in DMA A-11

141 Miles Lane - Building 5
SD Grading Plan
Scale 1"=10'
BKF
11-08-2021 FG32.90 FG32.70 FG43.00 TW33.90 TW32.10 TW32.10 TW33.25

8.5' HIGH WALL AND

SUPPORTS

BUILDING
TW33.00
4' HIGH WALL AND

SUPPORTS

BUILDING
TW32.75

7.3' HIGH WALL

AND SUPPORTS

BUILDING
TW43.50

12.5' HIGH WALL

AND SUPPORTS
WALK
Attachment 5
page 1 of 2

141 Miles Lane - Building 5
CD Grading Plan
Scale 1"=10'
BKF
11-08-2021
SD
TW32.10
SD
TW33.90
SD
TW33.25
SD
TW32.10

REMOVED NEED FOR WALL

NO MORE WALL
Attachment 5
page 2 of 2

December 15, 2021
Justin Meek
Principal Planner
Community Development Department
City of Watsonville
250 Main Street
Watsonville, CA 95076
Re: Alternatives explored prior to submittal application PP2021-2663 for Major Modification of the Approval Miles Lane Project at 139 Miles Lane
Dear Mr. Meek,
Prior to submitting our application for a Major Modification of the Approval for the Miles Lane Project, MidPen explored all other potential avenues for resolution of the conflict between the existing power lines and the approved building 5 location. In this letter, I am providing an overview of the options we studied prior to concluding that relocating the building was our only alternative:

The easement for the existing power lines is from 1953, in favor of Coast Counties Gas and Electric Company, and it is a blanket easement with no specific path described in the document (Attachment 1).

The aerial topo and boundary survey which was completed and is typically relied upon for schematic design work did not identify the location of these power lines. The architect estimated the location of the power lines but unfortunately made incorrect assumptions about how far the building needed to be from those power lines. The approved schematic design shows the building approximately 10’ from the center of the power lines with the stairs much closer to the power lines (Attachment 2).

MidPen staff has since replaced the designers for the project and completed a ground survey of the actual location of the power lines. Additionally, we have reached out to PG&E to request an updated easement with a plotted path and have been informed that overhead lines require a 30’ easement, with 15’ on either side from the center of the pole. Upon obtaining this information, we studied the plans to see if we could move building 5 out of the 30’ easement area which was achievable with the exception of the stairs. No structures are allowable within the overhead easement area, and we could not shift the building far enough for clearance of the stairs while at the same time maintaining a drive aisle and parking without moving the retaining wall along the west side of this location and further encroaching into the riparian buffer.

We next looked at undergrounding the power lines in their current location which would allow us to move the lines closer together, shrink the overall easement width and obtain sufficient clearance for the stairs.

Due to the presence of the seep wetland underneath the power lines, full undergrounding to the next pole at the trailer park was not allowable. We therefore looked at undergrounding along the length of our building and setting a new pole before the seep wetland interface. This was also determined to be infeasible because PG&E requires drivable access with a full turn around to each of their poles. Providing this turn around would have also encroached into the seep wetland (Attachment 3).

We further looked at moving the starting point of these power lines to somewhere else on Miles Lane, thereby swapping the path of the lines to travel on the other side of the building. Doing this would require Attachment 6
page 1 of 6

Attachment 6
page 2 of 6

Attachment 6
page 3 of 6

Attachment 6
page 4 of 6

MILES LANE

MILES LANE

SANTA CLARA ST KIMBERLY
LANE
62 93
1 28 37 38 48 49 54 83 74 105 109 129 120
TRASH

ENCLOSURE
TRASH

ENCLOSURE COMMUNITY GARDEN UP UP

UP UP UP UP UP UP UP UP UP
48'-0" UP
UP UP

MAIL BOXES

MAIL BOXES
MAINTENANCE RM. COURTYARD

OBSERVATION
DECK SEEP WETLAND AREA PLAYGROUND AREA 6'-0" WOOD FENCE 108 73 113

ENCOMPASS OUTPATIENT PROGRAM
BLDG. 10 13 14 23 24
16'-7"
55 70 EM-OS ZONE PER CITY <E> FH FH
(N) CONCRETE

APPROACH PER

CITY STANDARDS
(N) CONCRETE

APPROACH

PER CITY

STANDARDS
(N) CONCRETE

APPROACH PER

CITY STANDARDS
(N) SIDEWALK @
STREET
(N) CONCRETE

APPROACH

PER CITY

STANDARDS
(N) SIDEWALK @
STREET
(N) SIDEWALK @ STREET 27 6'-0" WOOD FENCE UP

ENCOMPASS RESIDENTIAL PROGRAM
BLDG. 9
9'-0"
TYP.8'-0"
TYP.
18'-0" TYP.
9'-0"
TYP.
18'-0" TYP.
24'-0"
24'-0" TYP.
18'-0" TYP.
18'-0" TYP.
9'-0" MIN.
9'-0" MIN.
18'-0" TYP.
34'-0"
18'-0" TYP.
9'-0"
TYP.
9'-0"
MIN.
24'-0"
18'-0"
32'-0"
52'-4"
32'-0"
32'-2"
32'-2"
49'-10"
82'-2"
99'-11"
99'-11"
23'-6"
10'-0" SEWER

EASEMENT
18'-0" TYP.
9'-0" MIN.

BLDG. 8
6'-0" EASEMENT
137'-9"
BLDG. 3
42'-10"
30'-0"
BLDG. 1
104'-0"
54'-6"
4'-10"
24'-0"
49'-10"
99'-11"
6'-0" EASEMENT
12'-0" TRAIL EASEMENT
30'-0"

CITY BUFFER
30'-0"

CITY BUFFER
65'-0"
9'-0" TYP
24'-0"
24'-0"
18'-0"
TYP
24'-0"
111'-6"
74'-0"
99'-6"
16'-0" TYP.
10'-4"
11'-8"
6'-0"
BLDG. 5
8'-0"
TYP.
9'-0" MIN.
21'-2"
BLDG. 4
BLDG. 6
9'-0"
19'-3" 6'-0" W.I. FENCE 3'-6" W.I. FENCE
24'-0" TYP.
50'-7" 6'-0" WD FENCE (TYP.)
30'-0"
16'-4"
7'-8"
7'-9"
TRASH

ENCLOSURE

LAUNDRY

BIKE STORAGE
34'-0" UP
30'-0"
138'-10"
99'-11"
63 71 84
94 104 114 119
5 6
24'-0" TYP. 6'-0" WOOD FENCE 6'-0" WOOD FENCE 6'-0" W.I. FENCE 6'-0" W.I. FENCE6'-0" W.I. FENCE 12'-0" TRAIL EASEMENT ARCHITECTURAL SITE PLAN A10017148 - A100 MG ATH SHEET NAME SET ISSUED: JOB NO. 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO. FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 06.12.2019 17148.1 MILES LANE

HOUSING
MidPen Housing Corp.
139/141 Miles Lane & 201 Kimberly Lane
Watsonville, California 95076 APNs: 016-491-01, 02 & 03, 016-111-44 PLANNING 1 COMMENTS 06.10.2019 2 RESUBMIT 02.28.2020 SCALE: ARCHITECTURAL SITE PLAN 1"=30'-0" PLAN
NORTH
Attachment 6
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Attachment 6
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Elizabeth Nahas Wilson
Director of Special Projects
MidPen Housing Corp.

Watsonville Development Office
275 Main Street, Suite 204
Watsonville, CA 95076
[email protected]
December 20, 2021
Re: Application PP2021-2663 for Major Modification of the Approved Miles Lane Project Biological Analysis
Dear Ms. Nahas Wilson,
This letter is in response to your request that ECI provide biological review a proposed modification to your development proposal located at 139 Miles Lane in Watsonville, Santa Cruz County, CA.

It is ECI’s understanding that MidPen proposes to move Building #5 and associated parking lot and driveway access to avoid an overhead power line running across the property. The building would be rotated 180 degrees and placed on the opposite side of the building pad. This would allow surface parking (instead of a portion of building #5) to be placed under the power lines, which is allowed by PG&E. The project involves minor changes to finished grades and retaining wall heights, but it would not result in changing the location of the retaining walls from the original project design.

In order to evaluate the proposed change, MidPen provided ECI with a letter dated November 22, 2021, sent by the City of Watsonville to MidPen. This letter includes several requests for additional information, including the following:

1. Riparian Setback. Plans do not include perennial stream limits, riparian area limits, wetland area limits, and any related setbacks required by City Municipal Code. For example, per Muni Code Section 7-6.152 and as noted in the MND, an appropriate setback from development to the bankfull flowline of a perennial stream is 50 feet. The original configuration of Building 5 was outside of this setback. It appears the proposed location may now be in conflict with this setback requirement. Please add the perennial stream bankfull flowline and 50 foot buffer to the plans, and adjust building location as necessary to avoid buffer zone.

In addition, MidPen provided ECI with plan sheets highlighting the proposed changes, attached to this letter. It is our understanding that the purple line represents the retaining wall and that that the orange and red lines represent the parking and building areas respectively.

Attachment 7
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In an email dated 12/17/21, you provided the following additional information to ECI:

Attached please find the City’s incomplete letter to our request to rotate building 5. You will see that their first comment raises questions about the building being within the 50’ setback where previously it was parking within the setback area. We have clarified that the building itself is not actually within the 50’ setback, but the stairs to access the building are within 50’.

Upon reviewing all this available information, ECI concludes that the proposed change will not create any additional significant biological impacts to the habitat on the project site. Although the stairway will encroach into the City’s required 50’ buffer this is not expected to significantly change the overall impact of the project on the surrounding habitat, including the perennial creek, since the location of the retaining wall is not to be changed. In fact, the moving of parking to a location further from the wetland may provide some benefit as vehicular pollution will be further from the creek.

Thank you for choosing ECI for your biological consulting needs. If you have any questions concerning the contents of this letter, or require any additional services, please do not hesitate to contact me.

Sincerely,
Joe Rigney
Senior Environmental Consultant
831-325-5754
[email protected]
Attachment:

Original Building Site Plan and Proposed Building Site Plan, marked for clarity (2 pages) Attachment 7
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ORIGINAL BUILDING SITE PLAN
Attachment 7
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PROPOSED BUILDING SITE PLAN
Attachment 7
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139 and 141 Miles Lane
City of Watsonville, Santa Cruz County, CA
APNs: 016-491-03 and 016-491-08*
*(formerly APN 016-491-02)
Central Coast RWQCB No. 34421WQ22

MILES LANE PROJECT

HABITAT RESTORATION /

MITIGATION PLAN
Prepared for
MidPen Housing Corporation
275 Main Street, Suite 204
Watsonville, CA 95076
Prepared by
Ecological Concerns Incorporated
125 Walk Circle
Santa Cruz, CA 95060
October 18, 2021
Attachment 8
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TABLE OF CONTENTS
INTRODUCTION.............................................................................................................................................4 Project Location ........................................................................................................................................4 Project Description....................................................................................................................................4 Site Description.........................................................................................................................................4 Potential Project Impacts..........................................................................................................................8 PERMIT REQUIREMENTS...............................................................................................................................8 City of Watsonville (CEQA)........................................................................................................................8 U.S Army Corps of Engineers 404/401Permit.........................................................................................10 Central Coast Regional Water Quality Control Board Waste Discharge Requirements.........................10 State Water Resources Control Board Water Quality Order No. 2004-0004-DWQ ...........................10 Project Design .....................................................................................................................................12 Regional Housing Crisis.......................................................................................................................12 Local Developable Sites.......................................................................................................................12 State Affordable Housing Requirements............................................................................................13 Specific Site Constraints......................................................................................................................13 Site plan Adjustments.........................................................................................................................13 Ongoing Commitments.......................................................................................................................13 Proposed Mitigation ...........................................................................................................................14 California Department of Fish and Wildlife Streambed Alteration Agreement .....................................14 HABITAT RESTORATION PLAN.....................................................................................................................14 Plan Goals and Objectives.......................................................................................................................14 Restoration Strategy ...............................................................................................................................14 Project Restoration Ecologist..................................................................................................................14 Restoration Area .....................................................................................................................................15 Adaptive Management ...........................................................................................................................15 Restoration Planting ...............................................................................................................................16 Site Specific Propagules......................................................................................................................16 Oak Container Planting .......................................................................................................................16 Willow Pole Cuttings...........................................................................................................................18 Planting Layout ...................................................................................................................................20 Attachment 8
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MONITORING AND REPORTING..................................................................................................................20 Plant Survivorship Monitoring ................................................................................................................20 Invasive Exotic Monitoring......................................................................................................................20 Photo Monitoring....................................................................................................................................20 Success Criteria .......................................................................................................................................20 Plant Maintenance..................................................................................................................................21 Invasive Exotic Plant Control...............................................................................................................21 Plant Replacement..............................................................................................................................22 Reporting ................................................................................................................................................22 As Built Report ....................................................................................................................................22 Yearly Monitoring Report ...................................................................................................................22 CONCLUSION...............................................................................................................................................22 APPENDIX A: PHOTOS .................................................................................................................................23 APPENDIX B: TREE INVENTORY MEMO.......................................................................................................27 APPENDIX C: U.S. ARMY CORPS OF ENGINEERS APPROVED JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED LETTER, DATED MARCH 19, 2021 ................................................................................33 APPENDIX D: STATE WATER RESOURCES CONTROL BOARD WATER QUALITY ORDER NO. 2004-0004-DWQ

STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR DREDGED OR FILL DISCHARGES TO WATERS DEEMED BY THE U.S. ARMY CORPS OF ENGINEERS TO BE OUTSIDE OF FEDERAL JURISDICTION (GENERAL WDRs) ........................................................................................................................................38 APPENDIX E: LETTER FROM CDFW TO MIDPEN HOUSING, DATED SEPTEMBER 24, 2020 .........................61 Attachment 8
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INTRODUCTION
Project Location
The project is located at 139 and 141 Miles Lane, in the City of Watsonville, Santa Cruz County, CA.

Figure 1 shows the location.

APNs: 016-491-03 and 016-491-08
Project Description
MidPen Housing Corporation (MidPen) will develop two parcels located on 139 (APNs 016-491-03) and 141 Miles Lane (APN 016-491-03) totaling approximately 3.8 acres, collectively called the Miles Lane Project (project).

Construction is anticipated to last about 16 months and start with two weeks of abatement followed by one week of demolition. Site preparation and grading are anticipated to last four months (the grading would be balanced on-site with no import or export of material); the building construction period is anticipated to last 11 months The project facilities include six buildings that be used for providing affordable housing operated by MidPen.

The overall site plan is shown as Figure 2. It should be noted that the western most portion of the approved project will be developed by a separate entity (Encompass Community Services) at a later date, and so is not included as part of this report. MidPen is solely responsible for this Plan and the impacts/mitigations discussed herein.

Site Description
The project site is on a pair of fairly steep sloping hillsides, shaped like a “V” with a perennial stream located at the bottom of this “V”, through the western section of APN 016-491-03. The channel itself is deeply incised with little bank formation, and is unusually straight, indicating that it was likely dug through the property at some point in the past. This stream originates approximately 2,000 feet north of the proposed project site, behind the Cabrillo Center shopping center then runs adjacent to the Pioneer Cemetery, is channelized through 1-2 blocks of single-family homes and then daylights at the proposed project site. The channel ends in a stormwater structure that causes water to backup into the channel and pool during the summer months. This structure likely also acts as a barrier to animals such as frogs and fish. Beyond the project site the stream has been formed into a series of ponds within the Portola Heights mobile home community. Beyond Portola Heights, the Watsonville Slough begins.

Additionally, a hillside seep feeds a 0.05-acre wet meadow. The seep begins on the hillside on the eastern portion of the study area and spreads out into the flatter section of the property.

Figure 3 provides a map of the habitat found on the site. Photos of the existing site condition are provided in APPENDIX A.

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Figure 1: Project Location
Miles Lane Project, 139 and 141 Miles Lane
Watsonville, Santa Cruz County, CA, APNs 016-491-03 and 016-491-08 Attachment 8
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Figure 2: Approved Site Plan (Area marked in RED not part of current project) Miles Lane Project, 139 and 141 Miles Lane
Watsonville, Santa Cruz County, CA, APNs 016-491-03 and 016-491-08 Attachment 8
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Figure 3: Habitat Areas found on Project Site
Miles Lane Project, 139 and 141 Miles Lane
Watsonville, Santa Cruz County, CA, APNs 016-491-03 and 016-491-08 Attachment 8
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Potential Project Impacts
The project Mitigated Negative Declaration (MND) identified several potential biological impacts that could result from implementation of the project. All of these impacts were determined to be mitigatable to a less than significant level. One of the specific impacts was the removal of 0.04 acre of Willow Riparian habitat. Figure 4 shows the location of this impact. The specific mitigation required to bring this impact to a less than significant level is provided under PERMIT REQUIREMENTS below. An additional

0.02 acres of willow habitat will be temporarily impacted during construction of the retaining wall, consisting of cutting willows but not removing them. ECI Arborist John Morley visited the site to evaluate the size of trees to be cut (see APPENDIX B for Tree Inventory Memo). This study found that five arroyo willow (Salix lasiolepis) and three coast live oak (Quercus agrifolia) will be removed. All the willow are less than 6 inches d.b.h. (diameter breast height). Two of the oaks are less than 3 inches d.b.h. while the third is multi-trunked with 10, 12, and 12 inch d.b.h. trunks.

PERMIT REQUIREMENTS
City of Watsonville (CEQA)
The MND for the project identified the permanent removal of 0.04 acres of Willow Riparian Habitat as a potentially significant impact. To bring this impact to a less than significant level, mitigation planting of a minimum 0.12 acres of willow habitat is required, as follows:

Willow Woodland
Approximately 0.042 acres of willow woodland will be removed due to project activities. A small portion of this woodland, approximately 0.002 acres, includes weeping willow (Salix babylonica), a non-native species that would not be considered a sensitive resource. However, 0.040 acres of sensitive willow woodland would be removed due to project activities and would be considered a significant impact. The project would be required to acquire all applicable permits and comply with all state jurisdictional standards, including but not limited to obtaining a Lake and Streambed Alteration Agreement from CDFW, a 404 permit from the US Army Corps of Engineers, and a 401 Water Quality Certification from the Regional Water Quality Control Board. ….

Mitigation Measure BIO-5: Develop and Implement a Habitat Restoration Plan.

The applicant shall develop and implement a Habitat Restoration Plan to be submitted and approved by the City of Watsonville prior to the issuance of final grading plans to mitigate for direct impacts to the willow woodland. The plan will address the following:
a) In order to mitigate for 0.040 acres removal of willow riparian habitat the Habitat Restoration Plan shall provide a minimum of 0.120 acres (a 3:1 ratio) of habitat restoration and enhancement the site.
b) The plan shall include performance criteria against which to measure the project’s success, a minimum of five years of maintenance and monitoring shall be included in order to demonstrate attainment of the performance criteria, and yearly status reports to be submitted to the City of Watsonville, and, to the extent required by project permits, to the Army Corps of Engineers, Regional Water Quality Control Board, and the California Department of Fish and Wildlife no later than December 31 of the year that monitoring occurred.

MND, pp 58 – 59
Attachment 8
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Figure 4: Project Impacts
Miles Lane Project, 139 and 141 Miles Lane
Watsonville, Santa Cruz County, CA, APNs 016-491-03 and 016-491-08 Attachment 8
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U.S Army Corps of Engineers 404/401Permit
The U.S. Army Corps of Engineers (Corps) provided an Approved Jurisdictional Determination for the project and determined that the project will not require a 404/401 Clean Water Act permit. The letter form the Corps is provided in APPENDIX C.

Central Coast Regional Water Quality Control Board Waste Discharge Requirements State Water Resources Control Board Water Quality Order No. 2004-0004-DWQ When a Clean Water Act 401 Water Quality Certification is not required for a project, the Central Coast Regional Water Quality Control Board (RWQCB) regulates dredging and filling of outside of Corps jurisdiction Waste Discharge Requirements (WDR). The RWQCB considers the removal of Riparian Habitat to be dredging/filling of a water, and so this project is subject to WDR.

Order No. 2004-004-DWQ (Order) (see APPENDIX D) allows for certain projects not subject to Corps jurisdiction to proceed under General WDRs so long as a development project is restricted to dredged or fill “discharges of not more than two-tenths (0.2) of an acre and 400 linear feet for fill and excavation discharges, and of not more than 50 cubic yards for dredging discharges. This project falls below this threshold.

To be enrolled under these General WDRs, the Order requires that the project proponent submit to the appropriate RWQCB Executive Officer at least 45 days prior to any discharge, the following information:

1. A Notice of Intent (NOI) to be enrolled under and to comply with these General WDRs.

2. Any CEQA documents that have been prepared for the project.

3. A fee pursuant to Title 23, section 2200 of the CCR.

4. A Mitigation Plan:

The Mitigation Plan shall demonstrate that the discharger will sequentially avoid, minimize, and compensate for the adverse impacts to the affected water bodies’ beneficial uses (as defined in the applicable Basin Plan). The Mitigation Plan shall address the following:
a. Avoidance: No discharge shall be permitted if there is a practicable alternative to the proposed discharge, which would have less adverse impact to the aquatic ecosystem, as long as the alternative does not have other significant adverse environmental consequences.
b. Minimization: Unavoidable temporary impacts shall be mitigated by restoring water bodies and vegetation to pre-discharge conditions as quickly as practicable and by taking other practicable measures to reduce the severity and duration of such impacts. c. Compensatory mitigation: Discharges resulting in unavoidable permanent impacts to wetlands or headwaters shall ensure “no net loss” of area (acreage), functions, and Attachment 8
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Miles Lane Project Page 11 of 73 Ecological Concerns Incorporated Habitat Restoration / Mitigation Plan October 18, 2021
beneficial use values by providing appropriate compensatory mitigation including creation, restoration, or (in exceptional cases) preservation. The RWQCB Executive Officer/SWRCB Executive Director will consider, at a minimum, the following when reviewing the adequacy of compensatory mitigation:
(1) Onsite habitat value
(2) Habitat connectivity value
(3) Floodwater retention value
(4) Pollutant removal value
(5) Ratio of area of proposed compensation to proposed loss (6) Proposed revegetation and irrigation plans and success criteria (7) Availability of suitable soils, hydrology, and natural vegetation at the compensation site
(8) Monitoring and reporting provisions
(9) Contingency plan for failure to achieve success criteria (10) Any other information requested by the RWQCB or SWRCB.

The Mitigation Plan shall demonstrate that all potentially adverse environmental impacts have been mitigated to a less than significant level. The thoroughness of the alternatives analysis and the extent of the proposed mitigation shall be commensurate with the purpose of the discharge, the value and sensitivity of the receiving water(s), and the extent, severity, and duration of the effect on the quality of waters.

5. Any other additional information requested by the SWRCB or RWQCB to evaluate the proposed dredged or fill discharge.

Compensatory mitigation requirements for tree removal, which will occur as part of the removal of Willow Riparian Habitat from the site, require their replacement according to the following guidelines:

TREE MITIGATION RATIO GUIDELINES

1. Willows less than 6 inches dbh or other native trees less than 3 inches dbh that are removed shall be mitigated by area with other wetland/riparian habitat.

2. Native trees that are removed and are between 3 inches and 6 inches dbh, not including willows, shall be mitigated at a 2:1 ratio.

3. Native trees that are removed and are between 6 inches and 12 inches dbh, including willows shall be mitigated at a 3:1 ratio.

4. Native trees that are removed and that are 12 inches dbh or larger, including willows shall be mitigated at a 10:1 ratio. The replacement ratio for trees in excess of two feet dbh shall be determined on a case by case basis depending on species and function.

5. Non-native trees that are removed and are greater than 12 inches dbh shall be mitigated at a case by case determined ratio that generally depends on the potential beneficial uses that the non-native trees support.

Attachment 8
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All willows observed within the impacted area fall under the first category (willows less than 6 inches DBH) and so mitigation will be based on area of habitat removed. For coast live oak (Quercus agrifolia), two trees fall under the first category (less than 3 inches DBH, to be replaced at a 1:1 ratio) and one falls under the third category (between 6 and 12 inches DBH, to be replaced at a 3:1 ratio). Therefore, a total of five oaks are required to be planted to mitigate for the loss of three oaks as a result of the project.

The following sections provide additional information concerning why impacts cannot be avoided on this project.

Project Design
MidPen Housing Corporation, a nonprofit dedicated to providing high quality affordable housing to lowincome Californians, has built and now operates seven affordable housing communities in greater Watsonville. The two most recent communities have been adjacent to other wetland habitat, which is common in and around to the City. Due to our prior experience with such sites, MidPen staff recognized the habitat located at the proposed Miles Lane Family Housing site early in the site due diligence process and reached out to Watsonville Wetlands Watch (WWW) to begin a collaborative design effort with the goals of providing much needed affordable housing, preserving, and rehabilitating the habitat on site and providing educational opportunities to the community by providing access to view the site by the general public. Additionally, MidPen engaged Ecological Concerns, Inc. (ECI) to provide a biotic assessment of the site and a wetland delineation. In collaboration with City staff, WWW, and ECI, a plan was developed to provide desperately needed housing while protecting as much habitat as physically possible.

The resulting proposal leaves nearly one quarter of the site as open space / habitat and completely avoids impacts to the seep wetland and the channel below ordinary high water. Plans to add additional structures to the plan on the east side of the parcel were abandoned specifically to avoid these impacts.

The remaining space is being developed efficiently into 72 rental apartments in accordance with the State Treasurer’s requirements for Low Income Housing Tax Credit (LIHTC) projects.

Regional Housing Crisis
According to the California Housing Partnership over 10,000 Extremely Low-Income households in Santa Cruz do not have access to an affordable home. At the same time, overall production of housing has continued to decrease due to increasing costs and regulatory burdens. While the state legislature works to reduce regulatory burdens, jurisdictions who are already starting at a deficit of housing are also falling behind on production goals set by the state to meet projections of further increases in population.

Currently, the City of Watsonville is nearly 300 units behind meeting its Regional Housing Needs Assessment Goals. Compounding this enormous deficit is the loss of approximately 950 homes in the County due to wildfires last year.

Local Developable Sites
Nearly 20 years ago, the Watsonville voters approved a Watsonville Urban Limit Line and Development Timing Initiative which is aimed at focusing growth within the urban boundaries of the City while preserving habitat and agricultural lands beyond those urban boundaries. The Miles Lane Family Housing site was identified in the City’s latest Housing Element for infill housing.

Attachment 8
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State Affordable Housing Requirements
The Miles Lane Family Housing project will be financed using a variety of public funding sources, including the Low-Income Housing Tax Credit (LIHTC) program. This program requires that 25% of the apartments be 3-Bedrooms and 25% be 2-Bedrooms. Additionally, the program requires play/ recreational area for younger children as well as recreational facilities for older children, typically in the form of a community building. All of these features contribute to the space needed for development.

Finally, the LIHTC program uses a per unit cost estimate to put an overall cap on allowable project costs which has the effect disqualifying smaller projects which have less units over which to spread fixed costs of development. The proposed development was previously designed with less units and was unable to meet the LIHTC program cost caps. The 72-unit development is feasible under the LIHTC cost caps.

Specific Site Constraints
The location of the willow riparian area is adjacent to the proposed community building which is provided per the requirements of the LIHTC program. The community building location is further constrained by a City sewer system that currently runs through the project site and cannot be built over.

Willow riparian habitat is also located within the LIHTC required play/recreational area for younger children. Finally, willow riparian is located in areas designated for a community garden and for open space which are amenities for the benefit of the community which the City of Watsonville is anticipating as part of this project. Watsonville is a large agricultural community, and the Miles Lane Family Housing community will house many farmworkers who enjoy being able to grow their own food and who will benefit greatly from fresh healthy produce and the attendant food budget offsets. Additionally, in MidPen’s experience, children in the Watsonville community love to play soccer.

Site plan Adjustments
The proposed project site plan is a result of extensive community collaboration including with the City, Watsonville Wetlands Watch and neighbors of the site. The project has gone through a California Environmental Quality Act review, completed by a third-party firm, and commissioned by the City, and all identified impacts have been mitigated. The CEQA Initial Study/Mitigated Negative Declaration includes a habitat restoration plan to mitigate the impacts to the 0.04 acres of willow woodland to be removed as a result of the project.

Ongoing Commitments
MidPen will continue to collaborate with Watsonville Wetlands Watch on opportunities for education and enhancement of the nearly a quarter of the site that is being left as open space. WWW provides incredible value to the community through preservation of habitat, creation of recreational open space along that habitat and robust educational programs for youth and adults. MidPen is committed to enhancing the lives of our residents and the community. We do this through partnerships with other mission driven organizations, like WWW as well as through after school programing for children at our properties and continuing education opportunities for our adult populations. While no formal plans or funding have been developed at this time, MidPen and WWW are mutually interested in performing additional non-compensatory restoration work in the riparian area on site in the future.

This plan maintains an area adjacent to Miles Lane where additional habitat restoration can be performed, while keeping the willow restoration a minimum of 25 feet from the edge of the construction area.

Attachment 8
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Proposed Mitigation
To mitigate for the permanent impacts to 0.04 acres of Waters of the State and the removal of three coast live oak trees, MidPen will implement the following mitigation measures as part of the project:

1. Install a fence with interpretive signage (see Figure 5) along the top of the retaining wall separating the housing project from the willow riparian habitat.

2. Implementation of the HABITAT RESTORATION PLAN included in this report, which includes 1) establishment of 0.12 acres of willow riparian habitat 3:1 replacement ratio based on area), 2) install five coast live oak (Quercus agrifolia) to mitigate for removal of two oaks with <3” DBH and one oak with a maximum DBH of 12 inches; and 3) a minimum five years of mitigation monitoring and reporting until defined success criteria are attained.

California Department of Fish and Wildlife Streambed Alteration Agreement On September 24, 2020, the California Department of Fish and Wildlife (CDFW) issued an OPLAW letter for the project. This letter, provided in APPENDIX E, allows the project to move forward without a Streambed Alteration Agreement so long as the project is implemented as described in the permit application.

HABITAT RESTORATION PLAN
Plan Goals and Objectives
The goals of this plan are 1) to create willow habitat required by the RWQCB and the City as compensatory mitigation willow riparian habitat permanently impacted by the project activities, and 2) replace three coast live oaks removed as required by the RWQCB.

The objectives are:
• Create 0.12 acres of Willow Riparian Habitat that is a minimum of 25-feet from the edge of the development.
• Install 5 coast live oak.
• Attain 70% survival of willow planted on the site after a minimum of five years. • Attain 80% survival of oaks planted on the site after a minimum of five years. • Maintain less than 5% cover of Himalayan Blackberry and other invasive exotic plant species within the restoration area, including temporary impact area, for a minimum of five years.

Restoration Strategy
The habitat restoration shall include four primary elements to meet the plan goal:

1. Install willow poles

2. Install five coast live oak container plants

3. Five-year plant maintenance and replacement

4. Five-year invasive exotic plant control

5. Minimum five-year monitoring and reporting period

6. Project Restoration Ecologist
The project shall be overseen by a Qualified Restoration Ecologist, as approved by the City of Watsonville.

Attachment 8
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Figure 5: Specification for Wetland Sign to be Placed on Boundary Fence Restoration Area
Figure 6 shows the proposed location where native plant installation and invasive exotic control will occur. The willow planting area can be changed by the Project Restoration Ecologist so long as a minimum of 0.12 acres of habitat are restored adjacent to the perennial stream on the site and so long as the edge of the willow habitat is a minimum of 25 feet from the edge of the construction. The final restored area should be provided in the As-built Report (see MONITORING AND REPORTING below).

Adaptive Management
To achieve the goals and objectives of this project, management of the restoration area will be adapted based on the conditions revealed during monitoring. The project Restoration Ecologist shall have the authority to change this plan over the course of implementation as necessary to attain the project success criteria (see MONITORING AND REPORTING below). Any changes to the plan shall be reported in the required monitoring reports.

Adaptive strategies that may be implemented under specific conditions are provided below. Adaptive management strategies are not limited to those listed and additional strategies may be required as unforeseen situations arise.

1. Death of plants due to water stress
• Provide temporary watering regime

2. Die-off due to nitrogen stress
• Addition of carbon to buffer nitrogen content in soil Attachment 8
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Restoration Planting
Site Specific Propagules
All plant propagules shall be collected from a local genetic source. Ideally, propagules shall be collected from the project site itself. However, if this is not possible, material collected from Southern Santa Cruz County and/or Northern Monterey County below 200 ft. elevation shall be considered appropriate genetic material for this project.

Oak Container Planting
A total of five coast live oaks will be installed in areas between the construction site and the willow restoration area (see Figure 6).

All container plant materials will be grown in accordance with Best Management Practices (BMP’s) that control or eliminate the diseases caused by Phytopthora ramorum, as outlined by the Working Group for Phytophthoras in Native Habitats1.

Prior to plant installation, any non-native plants growing within the immediate planting locations shall be removed as described above. As necessary, soils at the planting locations should be de-compacted to allow for good root growth. Typically, this is done by digging a planting hole approximately twice the size of the plant container. Typical planting specifications are provided in Figure 7.

Plants will be laid out in the field by the project Restoration Ecologist. Layout will be roughly linear, as indicated in Figure 6.

An irrigation system will be installed by a qualified Landscape Contractor with experience in working on restoration projects. The irrigation system will be temporary, and all parts will be removed upon cessation of plant irrigation.

Each container plant will be watered with a baseline quantity of 2 gallons per week during the dry season, approximately June through October. The Project Restoration Ecologist may adjust this watering schedule as needed to ensure plant survival. Watering will be stopped when the Restoration Ecologist has determined that a plant is sufficiently established to no longer need additional water.

If site considerations make implementation of an irrigation system impractical, an alternative method of watering will be implemented, such as hand watering, as approved by the Project Restoration Ecologist. 1 http://calphytos.org
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Figure 6: Proposed Restoration Area
Miles Lane Project, 139 and 141 Miles Lane
Watsonville, Santa Cruz County, CA, APNs 016-491-03 and 016-491-08 Attachment 8
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Figure 7: Typical planting specification for restoration planting Note that cage is optional.

Willow Pole Cuttings
Willow pole cuttings shall be collected during the winter months when willows have lost their leaves.

This is generally in the winter months of December and January, though it varies from year to year and site to site. All stakes will be preferentially collected from the willow riparian habitat onsite.

Pole cuttings should be 3 – 4 feet long with a diameter of ¾” to 1 ½ inches. Cuttings may be stored in water for up to three days. Willow stakes will be buried such that 2/3 of the stake is below the ground level. The stakes will be planted such that the buds are facing upward.

Figure 8 shows typical planting specifications for willow pole planting. Willow poles generally do not require irrigation, planting cages, or weed mats, however these may be included if requested by the Project Restoration Ecologist to ensure project success.

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Figure 8: Typical Willow Pole Staking Specifications
In the event of conflicts between this specification and the written specifications within this Plan, the written specifications take precedence over the specifications in this Figure.

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Planting Layout
Plants shall be laid out in the field by the project Restoration Ecologist in the area indicted in Figure 6 and according to the numbers provided in Table 1. Layout will avoid a grid pattern to mimic a more random, natural distribution of the plants.

Table 1: Restoration Planting Specifications
Species Name Common Name On Center Spacing* Type Number Quercus agrifolia Coast Live Oak 10 ft Treepot 5
Salix lasiolepis Arroyo Willow 7 ft Pole Cutting 123
* Arroyo willow will be planted in a triangular pattern; coast live oak will be planted linearly

MAINTENANCE, MONITORING AND REPORTING
The project shall be monitored against defined success criteria for a minimum of five years. All monitoring will be overseen by the project Restoration Ecologist.

Plant Survivorship Monitoring
All plants that were installed as part of this project will be counted and percent survival shall be determined yearly.

Invasive Exotic Monitoring
Invasive exotic plant cover shall be monitored yearly within the restoration areas using the pointintercept line-transect method. A minimum of three transects shall be established in each of the willow planting areas (each side of creek) and the temporary impact area for a minimum total of nine transects.

Photo Monitoring
Sufficient photo points will be established to provide coverage of the entire site. Photos shall be taken prior to plant installation, immediately after installation, and at least once per year during the same season, typically at the time when monitoring occurs. Photos shall be included in the yearly report, and an aerial photo shall be included showing the location and orientation of all photo points.

Success Criteria
Quantitative monitoring data will be compared to pre-established success criteria to assess project success. These performance criteria are outlined in Table 2 below.

If installed plants do not reach the Year 1 performance criteria of 80% survival, additional plants shall be installed to bring the total number to 100%. In Years 2 – 5, failure to reach 70% survival shall require that additional plants be installed to reach the 70% threshold.

Failure to meet these criteria during the monitoring period may require adaptive management and additional restoration activities to bring the project metrics in line with the criteria.

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Table 3: Restoration Area Performance Criteria
Metric Success Criteria
Willow Survival
Year 1: 100% Survival
Year 2 – 5: 70% Survival
Oak Survival Year 2: 100% Survival
Year 3 – 5: 80% Survival
Invasive Exotic Percent Cover All Years: < 5% Invasive Exotic Plant Cover Plant Maintenance
Invasive Exotic Plant Control
Invasive exotic plant species shall be characterized as those rated as “High” on the California Invasive Plant Council’s Inventory of Invasive Plants2. Additional plants may be added by Project Restoration Ecologist as required to ensure project success.

Invasive exotic plant control on site will follow Integrated Pest Management (IPM) methodology. IPM can be defined as an ecosystem-based strategy that focuses on long-term prevention of pests or their damage through a combination of techniques such as biological control, habitat manipulation, modification of cultural practices, and use of resistant varieties. Pesticides are used only after monitoring indicates they are needed according to established guidelines, and treatments are made with the goal of removing only the target organism. Pest control materials are selected and applied in a manner that minimizes risks to human health, beneficial and nontarget organisms, and the environment. Non-herbicidal control of invasive exotic species can often be prohibitively expensive due to the scale of invasions. Typically, IPM strategies involve selective mechanical actions followed by minimal herbicide treatment. An example of this might include cutting a tree then selectively applying herbicide to the outside edge of the stump to prevent the tree from resprouting.

In conducting invasive plant control, non-chemical manual removal will be used to the fullest extent feasible. Only herbicides registered with the California Department of Pesticide Regulation (DPR) shall be applied. Localized spot treatments such as the cut-stump method should be used, when feasible. All herbicides shall be applied in accordance with regulations set by DPR, used according to labeled instructions, and approved for use in an aquatic environment (e.g., RodeoTM). Herbicide application by spraying shall be conducted on calm days only with wind less than ten (10) miles per hour to prevent airborne transfer of herbicide. Pesticide mixing sites shall be located at existing road sites outside of the stream, riparian, or wetland areas.

In conducting this project, the most likely invasive exotic species to be encountered is Himalayan blackberry (Rubus armeniacus). Control will primarily be via cutting of above ground material and digging of root crowns, with judicious use of an aquatic approved herbicide as needed if recommended by the Restoration Ecologist to ensure control, minimize erosion related to digging in critical areas, or for other reasons as identified in conducting the work.
2 https://www.cal-ipc.org/plants/inventory/
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Plant Replacement
Willow pole cuttings and container plants shall be replaced as necessary to attain the project performance criteria. All replacement planting shall be in conformance with the requirements provided in Restoration Planting above.

Reporting
As Built Report
Within 30 days of the completion of restoration plan implementation, a Biological As Built Report will be submitted to the RWQCB and the City Planning Department. This report shall include final maps indicating the restoration and planting areas, along with final numbers of plants installed. Any other changes to this plan approved by the project Restoration Ecologist shall also be included.

Yearly Monitoring Report
By December 31 in each year the project is monitored a Mitigation Monitoring Report shall be submitted to the RWQCB and the City Planning Department. This report shall include at a minimum the following information:
• Dates monitoring occurred.
• Results of quantitative monitoring, including copies of field data sheets. • Photos from photo monitoring
• Summary of restoration actions taken during the reporting period. • Any changes proposed or implemented in the project because of monitoring, including but not limited to:
o invasive exotic control techniques
o plant replacement
o watering schedule
o monitoring

CONCLUSION
The City of Watsonville and County of Santa Cruz are no exception to the prolonged housing crisis that the State is experiencing. Those who suffer the most from the housing shortage are low-income households, often those working in essential jobs such as farming and healthcare. MidPen has worked with local environmental organizations and the City to balance the numerous competing needs of the community and the environment on this site and in order to provide high quality affordable housing to 72 low income households. Significant efforts to minimize impacts to wetland and riparian areas were made in the design process, including elimination of an entire portion of the proposed development on the eastern portion of the site.

Implementation of this Restoration / Mitigation Plan will meet the mitigation requirements for this project to bring impacts to the willow riparian habitat to a less than significant level and to replace oaks removed in the riparian area. The Plan will also meet the requirements for the RWQCB for a Mitigation Plan as required by Order 2004-0004-DWQ.

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APPENDIX A: PHOTOS
Map showing photo location and orientation (Figure 9)
Photos 1 – 6: Pre-project Site Conditions of Impacted Riparian Area (All photos taken July 28, 2021)
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Figure 9: Photo Locations and Orientation
Miles Lane Project, 139 and 141 Miles Lane
Watsonville, Santa Cruz County, CA, APNs 016-491-03 and 016-491-08 1 6
5 3
4 2
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Photo 1 Photo 2
Photo 4 Photo 4
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Photo 5 Photo 6
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APPENDIX B: TREE INVENTORY MEMO
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Tree Inventory Memo
Prepared for:

MidPen Housing
Prepared by:

John Morley
Ecological Concerns Inc.

ISA Certified Arborist #we-11535a
Date:
8/31/2021
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PHONE: 831.750.9969 125 Walk Circle FAX: 831.457.1606
Santa Cruz, CA 95060
Background
On May 26th, 2021 ECI’s Arborist John Morley visited the site at Miles Road, Watsonville to inventory the size and species of trees within the project area slated for removal. The intent of this survey was to identify DBH (diameter at breast height) to inform mitigation replanting requirements. A follow up survey was conducted on August 31st, 2021 to gather information on a large oak tree that was determined to be removed for the project. For the purposes of this survey, the following Mitigation Requirements were referenced:

TREE MITIGATION RATIO GUIDELINES

1. Willows less than 6 inches dbh or other native trees less than 3 inches dbh that are removed shall be mitigated by area with other wetland/riparian habitat.

2. Native trees that are removed and are between 3 inches and 6 inches dbh, not including willows, shall be mitigated at a 2:1 ratio.

3. Native trees that are removed and are between 6 inches and 12 inches dbh, including willows shall be mitigated at a 3:1 ratio.

4. Native trees that are removed and that are 12 inches dbh or larger, including willows shall be mitigated at a 10:1 ratio.

5. Non-native trees that are removed and are greater than 12 inches dbh shall be mitigated at a case by case determined ratio that generally depends on the potential beneficial uses that the non-native trees support.

Site Conditions
The site is an undeveloped plot in Watsonville, consisting of multiple vegetation types. The area in question within the site was a willow thicket with a heavily overgrown thicket of Rubus armeniacus (Himalayan blackberry). Reaching each tree proved difficult due to the thickness and vigor of the Rubus.

Assessment
Trees within the project site were primarily sprawling, multi-stem Salix lasiolepis (arroyo willow) individuals with branches reaching out 10-30 feet in all directions with a few single and multi stem Quercus agrifolia (Coast live oak) and Salix individuals. All trees measured in the project site fell within Tree Mitigation Ratio #1 with the exception of a larger Quercus that falls within the Tree Mitigation Ratio #3, see Table 1 below for size and species data.

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PHONE: 831.750.9969 125 Walk Circle FAX: 831.457.1606
Santa Cruz, CA 95060
Table 1
Tree No. Species DBH (in) Notes
Mitigation
Guideline
Ratio #
1 Salis lasiolepis 3 to 5 Multi trunk 1
2 Salis lasiolepis 3 to 5 Multi trunk 1
3 Quercus agrifolia 2.75 1
4 Quercus agrifolia 2.75 1
5 Quercus agrifolia 10,12,12 Multi trunk 3
6 Salis lasiolepis 3 to 5 Multi trunk 1
7 Salis lasiolepis 3 to 5 Multi trunk 1
8 Salis lasiolepis 1.5 1
It should be noted that other individual trees with root balls not in the project area have large (4+ inches) branches entering the project area and may require cuts. As the main stem was outside of the project boundary, these individuals were not counted.

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PHONE: 831.750.9969 125 Walk Circle FAX: 831.457.1606
Santa Cruz, CA 95060
Photos
Photo 1
View of the multi-trunk Quercus agrifolia that was measured on the August 31st field visit.

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PHONE: 831.750.9969 125 Walk Circle FAX: 831.457.1606
Santa Cruz, CA 95060
Photo 2
View of two small Quercus agrifolia trees and the salix thicket behind them. While the willow thicket appears to be made of many trees, upon further inspection it became apparent that the thicket is made up of a small number of sprawling multi-trunk individuals.

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APPENDIX C: U.S. ARMY CORPS OF ENGINEERS APPROVED JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED LETTER, DATED MARCH 19, 2021 Attachment 8
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DEPARTMENT OF THE ARMY
SAN FRANCISCO DISTRICT, U.S. ARMY CORPS OF ENGINEERS
450 GOLDEN GATE AVENUE
SAN FRANCISCO, CALIFORNIA 94102
March 19, 2021
Regulatory Division
Subject: File Number 2021-00090S
Mr. Joe Rigney
Ecological Concerns, Inc.
125 Walk Circle
Santa Cruz, California 95060
[email protected]
Dear Mr. Rigney:

This correspondence is in reference to your submittal of February 25, 2021, on behalf of Midpen Housing, concerning whether there is a requirement for Department of the Army (DA) authorization to build a housing development located at 201 Kimberly Lane and 161, 141, & 139 Miles Lane City of Watsonville, Santa Cruz County, California (Latitude 36.9215, longitude - 121.7637). The proposed project has been depicted in the enclosed plans and drawings titled “USACE File SPN-2021-00090 120 Kimberly Lane, Watsonville, Santa Cruz County, Project Drawings,” dated March 4, 2021 in one sheet.

All proposed discharges of dredged or fill material occurring below the plane of ordinary high water in non-tidal waters of the United States (U.S.), or below the high tide line in tidal waters of the U.S., or within the lateral extent of wetlands adjacent to these waters, typically require DA authorization and the issuance of a permit under Section 404 of the Clean Water Act of 1972, as amended (33 U.S.C. § 1344 et seq.). All proposed structures and work, including excavation, dredging, and discharges of dredged or fill material occurring below the plane of mean high water in tidal waters of the U.S.; in former diked baylands currently below mean high water; outside the limits of mean high water but affecting the navigable capacity of tidal waters; or below the plane of ordinary high water in non-tidal waters designated as navigable waters of the U.S., typically require DA authorization and the issuance of a permit under Section 10 of the Rivers and Harbors Act of 1899, as amended (33 U.S.C. § 403 et seq.). Navigable waters of the U.S. generally include all waters subject to the ebb and flow of the tide; and/or all waters presently used, or have been used in the past, or may be susceptible for future use, to transport interstate or foreign commerce.

All proposed structures and work, including excavation, dredging, and discharges of dredged or fill material, occurring below the plane of mean high water in tidal waters of the United States; in former diked baylands currently below mean high water; outside the limits of mean high water but affecting the navigable capacity of tidal waters; or below the plane of ordinary high water in non-tidal waters designated as navigable waters of the United States, Attachment 8
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typically require Department of the Army authorization and the issuance of a permit under Section 10 of the Rivers and Harbors Act of 1899, as amended (33 U.S.C. § 403 et seq.).

Navigable waters of the United States generally include all waters subject to the ebb and flow of the tide; and/or all waters presently used, or have been used in the past, or may be susceptible for future use to transport interstate or foreign commerce.

The enclosed delineation map titled “SPN-2021-00090 Kimberly and Miles Lane Residential Development,” in one sheet date certified March 9, 2021, accurately depicts the extent and location of wetlands and other waters of the United States within the boundary area of the site that are subject to U.S. Army Corps of Engineers' regulatory authority under Section 404 of the Clean Water Act. This approved jurisdictional determination is based on the current conditions of the site, as verified during a review of available digital photographic imagery, and a review of other data included in your submittal. The basis for this approved jurisdictional determination is explained in the enclosed Approved Jurisdictional Determination Form.

You are advised that the approved jurisdictional determination may be appealed through the U.S. Army Corps of Engineers' Administrative Appeal Process, as described in 33 C.F.R. § 331 (65 Fed. Reg. 16,486; Mar. 28, 2000) and outlined in the enclosed flowchart and Notification of Administrative Appeal Options, Process, and Request for Appeal (NAO-RFA) Form. If you do not intend to accept the approved jurisdictional determination, you may elect to provide new information to this office for reconsideration of this decision. If you do not provide new information to this office, you may elect to submit a completed NAO-RFA Form to the Division Engineer to initiate the appeal process; the completed NAO-RFA Form must be submitted directly to the Appeal Review Officer at the address specified on the NAO-RFA Form. You will relinquish all rights to a review or an appeal unless this office or the Division Engineer receives new information or a completed NAO-RFA Form within 60 days of the date on the NAO-RFA Form. If you intend to accept the approved jurisdictional determination, you do not need to take any further action associated with the Administrative Appeal Process.

The enclosed map titled “SPN-2021-00090 Kimberly and Miles Lane Residential Development, JD map,” in one sheet and date certified March 9, 2021, and the enclosed project plans titled SPN-2021-00090 Kimberly and Miles Lane Residential Development, project plans,” in one sheet date certified March 9, 2021, demonstrate that the proposed project will not result in the placement of fill materials within waters or wetlands subject to Corps regulation on the project site; therefore, no DA permit would be required.

This determination does not obviate the need to obtain other Federal, State, or local approvals required by law, including compliance with the Federal Endangered Species Act (ESA) (16 U.S.C. § 1531 et seq.). Even though this activity is not prohibited by or otherwise subject to regulation under section 404 of the Clean Water Act, the take of a threatened or endangered species as defined under the ESA is not authorized. In the absence of a separate authorization Attachment 8
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from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both lethal and non-lethal take of protected species are a violation of the ESA. Similarly, the appropriate Regional Water Quality Control Board may still regulate your proposed activity because of impacts to a “water of the State.” Therefore, you should also contact appropriate Federal, State, and local regulatory authorities to determine whether your activity may require other authorizations or permits.

This determination will expire in five years from the date of this letter unless new information or a change in project design or field conditions warrants further review prior to the expiration date. You may refer any questions on this matter to Elise Piazza of my Regulatory staff by e-mail at [email protected]. All correspondence should be addressed to the Regulatory Division, South Branch, referencing the file number at the head of this letter.

The San Francisco District is committed to improving service to our customers. My Regulatory staff seeks to achieve the goals of the Regulatory Program in an efficient and cooperative manner while preserving and protecting our nation’s aquatic resources. If you would like to provide comments on our Regulatory Program, please complete the Customer Service Survey Form available on our website:
http://www.spn.usace.army.mil/Missions/Regulatory.aspx.

Sincerely,
Katerina Galacatos, Ph.D.

South Branch Chief, Regulatory Division
Enclosures
Electronic Copy Furnished (w/encls):

Ecological Concerns, Santa Cruz, CA (Attn: Jon Laslett, [email protected]) Midpen Housing, San Mateo, CA (Attn: Carlos Jurado, [email protected]; Betsy Elizabeth Wilson, [email protected])
CA RWQCB, San Luis Obispo, CA ([email protected]) Digitally signed by Katerina Galacatos
Date: 2021.03.19 15:59:11 -07'00'
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MarinSt
PortolaCir
ananaLn
MarinSt
CrespiWay
CrespiWay
CostansoSt
Kimberly
Ln
Miles
Ln
MilesLn
CabrilloSt
Freedom
Blvd
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community, Sources: Esri, HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community
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APPENDIX D: STATE WATER RESOURCES CONTROL BOARD WATER QUALITY ORDER NO. 2004-0004-DWQ STATEWIDE GENERAL WASTE DISCHARGE

REQUIREMENTS FOR DREDGED OR FILL DISCHARGES TO WATERS DEEMED BY THE U.S. ARMY CORPS OF ENGINEERS TO BE OUTSIDE OF FEDERAL

JURISDICTION (GENERAL WDRS)
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STATE WATER RESOURCES CONTROL BOARD
WATER QUALITY ORDER NO. 2004-0004-DWQ

STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS

FOR DREDGED OR FILL DISCHARGES TO WATERS DEEMED BY THE
U.S. ARMY CORPS OF ENGINEERS TO BE OUTSIDE OF
FEDERAL JURISDICTION (GENERAL WDRs)
I. FINDINGS
The State Water Resources Control Board (SWRCB) finds that:

Reasons for issuing these General WDRs

1. Section 13260(a) of the California Water Code (Water Code) requires that any person discharging waste or proposing to discharge waste within any region, other than to a community sewer system, which could affect the quality of the waters of the State1, file a report of waste discharge (ROWD). The discharge of dredged or fill material may constitute a discharge of waste that could affect the quality of waters of the State.

2. California has largely relied upon its authority under section 401 of the federal Clean Water Act (CWA) (33 U.S.C. § 1341) to regulate discharges of dredged or fill material to California waters. That section requires an applicant to obtain “water quality certification” from California that the project will comply with State water quality standards before certain federal licenses or permits may be issued. The permits subject to section 401 include permits for the discharge of dredged or fill materials (CWA section 404 permits) issued by the U.S.

Army Corps of Engineers (ACOE).

3. Given the regulatory process employed under section 401, waste discharge requirements under the Porter-Cologne Water Quality Control Act were typically waived for projects that required certification. Regional Water Quality Control Board (RWQCB) waivers also applied to discharges outside of ACOE jurisdiction. However, these waivers expired as of January 1, 2003 pursuant to the requirements of SB 390. These General WDRs regulate some of the activities for which WDRs were previously waived.

4. The certification process under section 401 only applies to those waters that are subject to the reach of the CWA. The CWA applies to “navigable waters,” which are defined in the CWA as “waters of the United States.” The term “waters of the United States” is defined expansively in 33 Code of Federal Regulations (CFR), part 328. In 2001, the U.S. Supreme Court issued a decision in Solid Waste Agency of Northern Cook County v. U.S. Army Corps of Engineers, 531 U.S. 159 (2001) (“SWANCC”), which held that certain “isolated” waters are not subject to CWA jurisdiction merely because they are frequented by migratory birds that cross state lines.

The full implications of SWANCC are yet to be determined in the federal courts, but as a result

1 “Waters of the State” as defined in Water Code section 13050(e).

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of the decision, many projects that previously would have required a section 404 permit now no longer need one. From January 1, 2001 to December 31, 2003, the ACOE disclaimed jurisdiction over 160 water bodies comprising 449 acres of waters of the state, including 251 acres of wetlands, 121 acres of riparian area, and 77 acres of other waters (these figures are under-reported because 24 percent of the jurisdictional disclaimers did not specify the sizes of the disclaimed waterbodies). The prospect of issuing waste discharge requirements for each of the now non-federal waters, especially in a time of budgetary contraction, is daunting. Many of the projects that were traditionally subject to certification requirements involved small discharges with few or no permanent impacts. It is the intent of these General WDRs to regulate a subset of the discharges that have been determined not to fall within federal jurisdiction, particularly those projects involving impacts to small acreage or linear feet and those involving a small volume of dredged material.

5. Wetlands, riparian areas, and headwaters are shallow waters of the state, which are by their nature affected most often and severely by filling and excavation. Regulatory attention to these water bodies is necessitated by the State "No Net Loss" Policy for wetlands (Executive Order W-59-93); the high habitat value of these waters; the basin-wide value of these waters for pollutant removal, floodwater retention, channel stability, and habitat connectivity; the high number of special-status species associated with these waters and their associated habitats; the high percentage of historic losses of these waters in California; the vulnerability of these waters to future impacts from projected population growth and land development; and the high level of public interest in these waters.

6. Water Code section 13263(a) requires that waste discharge requirements (WDRs) be prescribed as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. Such WDRs must implement any relevant water quality control plans, taking into consideration beneficial uses to be protected, the water quality objectives reasonably required for those purposes, other waste discharges, the need to prevent nuisance, and the provisions of section 13241 of the Water Code.

7. Water Code section 13263(i) authorizes the SWRCB to prescribe general WDRs for a category of discharges if the discharges are produced by the same or similar operations; the discharges involve the same or similar types of waste; the discharges require the same or similar treatment standards; and the discharges are more appropriately regulated under general discharge requirements than individual discharge requirements.

8. The discharges authorized by these General WDRs meet the criteria for general WDRs set forth in Water Code section 13263(i) because they are all produced by dredging or filling operations; they all involve the discharge of earth, rock, or similar solid materials; they are all limited in size per the terms of the WDRs; they all require similar mitigation techniques to avoid, minimize, and/or compensate for their adverse impacts; and they are all relatively small surface water bodies or water body segments that have been deemed by ACOE to be “isolated,” do not meet the federal wetland criteria, or are above the “line of ordinary high water” limit of federal jurisdiction. They are appropriately regulated under General WDRs because of their similar nature, large numbers, and amenability to being regulated through the use of similar discharge restrictions, as specified in these General WDRs. Regulation of Attachment 8
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such discharges by these General WDRs will allow the SWRCB and RWQCBs to direct limited staff time to larger, more complex, and potentially more damaging discharges to waters deemed to be outside of federal jurisdiction.

Eligibility Criteria

9. These General WDRs are restricted to dredged or fill discharges of not more than two-tenths (0.2) of an acre and 400 linear feet for fill and excavation discharges, and of not more than 50 cubic yards for dredging discharges. Projects that may be covered under these General WDRs include land development, detention basins, disposal of dredged material, bank stabilization, revetment, channelization, and other similar projects. These size maximums help limit the potential environmental impact of the discharges and make them amenable to similar discharge restrictions, while permitting about half of the projects discharging to non-federal waters, as projected from historical data on discharge sizes. The size and volume restrictions are appropriate because larger projects involve a significantly greater risk to the environment and are more appropriately regulated by individual WDRs.

Absent a potential effect on the quality of waters of the state, no notification is required under these General WDRs.2
The “quality of waters” refers to chemical, physical, biological, bacteriological, radiological, and other properties and characteristics of water which affects its use.3
Because of the variability, complexity, and interactions of the factors affecting the quality of waters, it is not possible to provide advice on the kind, size, location, or duration of discharges that can affect water quality under all circumstances. Generally, discharges of dredged, fill, or excavated material to a wetland, or to the active channel or bed of a waterbody will require regulation. Discharges to a riparian area or to an area in proximity to a waterbody can affect the quality of the water if they directly or indirectly result in a discharge to the water (e.g., via stormwater flows, during flood events, or by generating pollutants or increased runoff); are associated with a change in the nature of vegetation that could affect water quality (e.g., by affecting pollutant removal, stream shading, or bank stability); or change the hydrologic or geomorphologic characteristics of the waterbody during some flow condition.

These General WDRs do not set a lower size limit below which a Notice of Intent is not required. Neither the Porter-Cologne Water Quality Control Act nor the federal CWA establish a lower size threshold for permitting. If a lower threshold were established in these General WDRs, discharges below that threshold would be subject to regulation under individual WDRs or an individual waiver of WDRs, thus defeating the purpose of these General WDRs.

Moreover, size is not the sole factor dictating the value of a wetland or other water. Small, strategically placed waters, or segments of waters, can play important roles in supporting local habitat, habitat connectivity, pollutant removal, floodwater attenuation, and other beneficial uses. In addition, without a reporting requirement, there would be no way for the State to ensure that multiple small discharges will not have significant cumulative effects.

10. Discharges of fill can directly or indirectly destabilize the channel or bed of a receiving water by changing geomorphic parameters, including hydrologic characteristics, sediment characteristics, or stream grade. Such destabilization diminishes the ability of the water body

2 Water Code section 13260
3 Water Code section 13050(g)
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to support designated beneficial uses. Quantification and mitigation of such impacts may require detailed project-specific analyses. Therefore, these General WDRs do not authorize discharges that could destabilize the channel or bed of a receiving water.

11. In urbanizing basins or other situations, a large number of relatively small projects potentially eligible for these General WDRs, in their aggregate, may adversely impair the ability of the water body to support beneficial uses. Quantification and mitigation of such impacts may require basin-wide analyses. Therefore, these General WDRs do not authorize discharges that, when considered in conjunction with other potential discharges, could cause a significant cumulative effect on water quality or beneficial uses.

12. To the extent they are determined to fall within federal jurisdiction, it is likely that the SWRCB and RWQCBs will continue to regulate dredged or fill discharges primarily through their authority under section 401 of the CWA. Therefore, these General WDRs do not apply to discharges to federal waters that are subject to sections 401 and 404 of the CWA. These General WDRs likewise do not apply to discharges regulated under a section 402 storm water permit.

13. Discharges which could have a significant impact on rare, candidate, threatened, or endangered species require detailed project-specific analysis and individual regulation. Such discharges are therefore not authorized by these General WDRs.

14. Although a discharge may be eligible for coverage under these General WDRs, the RWQCB may elect to regulate the discharge under other WDRs or waivers thereof.

15. Discharges that would be exempt pursuant to section 404(f) of the CWA are waived from these WDRs. This waiver shall not affect a RWQCB’s authority to issue individual WDRs or waivers for such discharges if it deems it appropriate.

Mitigation Plan

16. SWRCB Resolution No. 68-16, “Statement Of Policy With Respect To Maintaining High Quality Of Waters In California” (“Antidegradation Policy”), states that discharges to existing high quality waters will be required to meet WDRs which will result in the best practicable treatment or control of the discharge necessary to assure that (a) a pollution or nuisance will not occur, and (b) the highest water quality consistent with maximum benefit to the people of the State will be maintained.

17. Executive Order W-59-93, dated August 23, 1993, establishes a California Wetlands Conservation Policy including an objective to ensure no overall net loss of and a long term net gain in the quantity, quality, and permanence of wetland acreage and value in California (“No Net Loss Policy”).

18. Filling wetlands, riparian areas, headwaters, and other waters causes partial or complete loss of the beneficial uses provided by those waters. To reconcile such losses with the “No Net Attachment 8
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Loss” requirements of Executive Order W-59-93 and the “Antidegradation” requirements of SWRCB Resolution No. 68-16, these General WDRs require mitigation plans to ensure that impacts are mitigated through avoidance and minimization and that unavoidable loss of beneficial uses is offset with appropriate compensatory mitigation, including creation, restoration, or (in exceptional cases) preservation of other waters of the state. These mitigation requirements are consistent with those adopted by the U.S. Environmental Protection Agency and the ACOE for regulation of dredged or fill discharges to federal waters under CWA section 404.

19. To comply with the objective of the State “No Net Loss Policy” to ensure the quantity, quality, and permanence of wetland acreage and values in California, and with the “Antidegradation” requirements of SWRCB Resolution No. 68-16, these General WDRs require that compensatory mitigation areas for permanent impacts be subject to a deed restriction or other legal instrument that ensures preservation of the mitigation in perpetuity.

These General WDRs do not generally require compensatory mitigation for temporary impacts, because the SWRCB does not anticipate that projects eligible under this order would ordinarily create temporary impacts of a size, severity, and/or duration that would have a significant adverse impact on beneficial uses. The decision in this order to generally require compensatory mitigation only for permanent impacts is not meant to be a precedent for any other SWRCB or RWQCB order.

20. Consistent and equitable application of these General WDRs is in the interest of environmental protection and the applicants. These General WDRs therefore provide guidance to SWRCB and RWQCB staffs regarding factors to evaluate in considering the eligibility of these General WDRs and in evaluating mitigation plans.

Basin Plans

21. All WDRs must implement the RWQCB Water Quality Control Plan (Basin Plan) for the region affected by the discharge. These General WDRs require dischargers to comply with all applicable Basin Plan provisions, including maintaining the protection of beneficial uses and complying with any prohibitions and water quality objectives governing the discharge.

Beneficial Uses

22. Beneficial uses are the most fundamental of the State’s water quality standards. RWQCBs designate appropriate beneficial uses for waters in their regions’ Basin Plans. The beneficial uses for the waters of the State include, but are not limited to, domestic supply, municipal supply, agricultural and industrial supply, power generation, recreation, aesthetic enjoyment, navigation, and preservation and enhancement of fish, wildlife, and other aquatic resources or preserves.

Fees

23. Water Code section 13260(d)(1) requires that each person for whom WDRs have been prescribed pursuant to section 13263 shall submit an annual fee according to a reasonable fee Attachment 8
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schedule established by the SWRCB. The schedule of fees for discharges of dredged or fill material is published at California Code of Regulations (CCR) 23 section 2200(a)(2). For activities covered by these General WDRs, the SWRCB anticipates that most of the discharges will be one-time and of short duration. Therefore, only a one-time fee usually will be charged.

California Environmental Quality Act (CEQA)

24. CEQA requires a government agency to comply with certain procedures when it approves or proposes to carry out an activity. (Cal. Code Regs., tit. 14, § 15002(e))

25. Private actions are subject to CEQA if they involve governmental participation, financing, or approval. (Cal. Code Regs., tit. 14, § 15002(c))

26. A Mitigated Negative Declaration in compliance with CEQA has been adopted for these General WDRs.

27. Potential dischargers and all other known interested parties have been notified of the intent to adopt these General WDRs.

28. All comments pertaining to the proposed discharges have been heard and considered in a public meeting.

II. ORDER
A. ELIGIBILITY
IT IS HEREBY ORDERED that only discharges that meet the following criteria shall be enrolled under these General WDRs:

1. The discharge shall not be subject to section 404 of the CWA or section 10 of the federal Rivers and Harbors Act. These General WDRs likewise do not apply to discharges regulated under a section 402 storm water permit.

2. The discharge shall be dredged or fill materials.

3. The discharge shall meet the following size criteria:
a. Excavation4
and fill activities must not excavate or fill an area greater than two-tenths (0.2) of an acre of waters of the state, and

4 “Excavation refers to moving sediment or soil in shallow waters or under no-flow conditions where impacts to beneficial uses are best described by the area of discharge. It typically is done for purposes other than navigation. Examples include trenching for utility lines, other earthwork preliminary to construction, removing sediment to increase channel capacity, and aggregate mining in fresh water.” (Cal. Code Regs., tit. 23, § 2200(a)(2).)
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b. Linear excavation and fill activities affecting drainage features and shorelines (e.g., bank stabilization, revetment, and channelization projects), must not excavate or fill more than 400 linear feet of waters of the state, measured parallel to the streambank or shoreline, and
c. Dredging5
activities must dredge not more than 50 cubic yards within waters of the state.
d. These size criteria apply to discharges, which could either permanently or temporarily affect the quality of waters of the state6
.
e. These size criteria apply to complete projects and shall not be used to authorize “piecemealing” of larger discharges. In regulating recurring discharges, e.g., routine maintenance of sedimentation basins, forebays, or similar waters, these criteria shall be applied for each discharge episode.

4. For purposes of defining the size criteria specified in this section, determining fees as required by section II.B.3, and evaluating mitigation proposals as required by section II.B.4 of these General WDRs, the lateral extent of waters of the state shall be determined by the most expansive of the following:
a. The federal criteria current on the date of adoption of these General WDRs7 ,
b. Headwaters, defined as intermittent and ephemeral drainages.

5. The discharge shall not directly or indirectly destabilize a channel or bed of a receiving water. In determining whether a discharge meets this criterion, the RWQCB Executive Officer8
will consider potential project-induced changes to:

5 “Dredging” refers to removing sediment in deeper water to increase the depth. Impacts to beneficial uses are best described by the volume of the discharge. It typically occurs to facilitate navigation and for aggregate extraction in marine waters.
6 Fill or dredged discharges can permanently affect the quality of waters of the state when the discharged material will be in place indefinitely and/or by its nature precludes a reasonable assurance that beneficial uses will be fully reestablished. Examples include filling of wetlands or other waters, streambank hardening, channelization, construction of bridge piers and abutments, and ongoing vegetation removal and channel maintenance. Fill or dredged discharges can temporarily affect the quality of waters of the state when the discharged material will be in place for a limited time and/or there is a reasonable assurance that beneficial uses will be fully reestablished once the discharge ceases. Examples include temporary fills, excavation for temporary access roads, and onetime vegetation removal or excavation of sediment. Mitigation measures or management practices may be needed to assure that impacts are “temporary” (e.g., reestablishment of natural grade, revegetation, reestablishment of soil permeability to allow vegetative growth, compaction of backfill to assure that utility trenches do not dewater wetlands).
7 33 CFR 328.3(b)-(e), 33 CFR 328.4, 40 CFR 230.41.
8 For multi-region projects, the SWRCB Executive Director. The terms Executive Officer or Executive Director as used herein include any designees.

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a. Quantity, velocity, timing, and direction of flow;
b. Sediment characteristics;
c. Stream grade; and
d. Other relevant project-induced changes.

6. The discharge shall not cause in combination with other discharges a significant cumulative effect on water quality or beneficial uses of the waters of the State including, but not limited to, wetlands and headwaters.

7. The discharge shall not adversely impact, either directly or through habitat modification, any plants or animals identified as candidate, sensitive, or special status species in local or regional plans, policies or regulations; or by the California Department of Fish and Game (DFG), the U.S. Fish and Wildlife Service (USFWS), or the National Marine Fisheries Service (NMFS). The project shall not , substantially reduce the habitat of fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, or reduce the number of or restrict the range of an endangered, rare or threatened species.

8. The discharge shall not significantly conflict with any adopted and approved USFWS Habitat Conservation Plan (HCP) or DFG Natural Community Conservation Plan (NCCP).

9. The discharge shall not adversely impact a significant historical or archeological resource, shall not directly or indirectly destroy a unique paleontological resource or site or unique geologic feature, shall not disturb any human remains, and shall not eliminate important examples of the major periods of California history or prehistory.

10. The discharge shall not cause conflict with existing zoning for agricultural use or a Williamson Act contract.

11. The discharge, as mitigated, shall not cause significant adverse environmental impacts.

12. Discharges that would be exempt pursuant to section 404(f) of the CWA are waived from these WDRs. This waiver shall not affect a RWQCB’s authority to issue individual WDRs or waivers for such discharges if it deems it appropriate.

B. APPLICATION REQUIREMENTS
IT IS FURTHER ORDERED that dischargers seeking enrollment under these General WDRs shall submit the following to the appropriate RWQCB Executive Officer or, in the case of multiRegion projects, to the SWRCB Water Quality Certification Program Manager at least 45 days prior to any discharge:

1. A Notice of Intent (NOI) to be enrolled under and to comply with these General WDRs.

2. Any CEQA documents that have been prepared for the project.

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3. A fee pursuant to Title 23, section 2200 of the CCR.

4. A Mitigation Plan:

The Mitigation Plan shall demonstrate that the discharger will sequentially avoid, minimize, and compensate for the adverse impacts to the affected water bodies’ beneficial uses (as defined in the applicable Basin Plan). The Mitigation Plan shall address the following:
a. Avoidance: No discharge shall be permitted if there is a practicable alternative9 to the
proposed discharge, which would have less adverse impact to the aquatic ecosystem, as long as the alternative does not have other significant adverse environmental consequences.
b. Minimization: Unavoidable temporary impacts shall be mitigated by restoring water bodies and vegetation to pre-discharge conditions as quickly as practicable and by taking other practicable measures to reduce the severity and duration of such impacts. c. Compensatory mitigation: Discharges resulting in unavoidable permanent impacts to wetlands or headwaters shall ensure “no net loss” of area (acreage), functions, and beneficial use values by providing appropriate compensatory mitigation including creation, restoration, or (in exceptional cases) preservation. The RWQCB Executive Officer/SWRCB Executive Director will consider, at a minimum, the following when reviewing the adequacy of compensatory mitigation:
(1) Onsite habitat value
(2) Habitat connectivity value
(3) Floodwater retention value
(4) Pollutant removal value
(5) Ratio of area of proposed compensation to proposed loss (6) Proposed revegetation and irrigation plans and success criteria (7) Availability of suitable soils, hydrology, and natural vegetation at the compensation site (8) Monitoring and reporting provisions
(9) Contingency plan for failure to achieve success criteria (10) Any other information requested by the RWQCB or SWRCB.

The Mitigation Plan shall demonstrate that all potentially adverse environmental impacts have been mitigated to a less than significant level. The thoroughness of the alternatives analysis and the extent of the proposed mitigation shall be commensurate with the purpose of the discharge, the value and sensitivity of the receiving water(s), and the extent, severity, and duration of the effect on the quality of waters.

9 An alternative is practicable if it is available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purposes. If it is otherwise a practicable alternative, an area not presently owned by the applicant which could reasonably be obtained, utilized, expanded, or managed in order to fulfil the basic purpose of the proposed activity may be considered (this definition is the same as presented in federal regulations at section 230.10(a)(2) of Title 33 of the CFR).

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5. Any other additional information requested by the SWRCB or RWQCB to evaluate the proposed dredged or fill discharge.

A discharge shall not be enrolled under these General WDRs unless the RWQCB Executive Officer or SWRCB Executive Director finds that the Mitigation Plan meets the requirements of this section and the discharge meets all other eligibility criteria. The RWQCB Executive Officer or SWRCB Executive Director shall independently determine eligibility, including the adequacy of the Mitigation Plan, but may consider findings and requirements included in other agencies’ permits.

C. DISCHARGE REQUIREMENTS
IT IS FURTHER ORDERED that the discharger shall comply with the following:

Prohibitions:

1. The discharge of material is prohibited until the discharger has received a Notice of Applicability (NOA) from the RWQCB Executive Officer or the SWRCB Executive Director or until 45 days after submission of a complete and accurate NOI.10 If the RWQCB Executive Officer or the SWRCB Executive Director has not issued a Notice of Exclusion (NOE) within 45 days of receiving a complete and accurate NOI, the discharge may proceed.

2. No discharges are authorized under these General WDRs if the discharger has received a NOE from the RWQCB Executive Officer or the SWRCB Executive Director.

3. The discharge shall not cause pollution, contamination, or nuisance as defined in Water Code section 13050.

4. The discharge of material in a manner other than as described in the NOI, the Findings or conditions of these General WDRs, or in the RWQCB Executive Officer or SWRCB Executive Director-approved Mitigation Plan is prohibited.

5. The discharge of substances in concentrations toxic to human, plant, animal, or aquatic life or that produce detrimental physiological responses therein, is prohibited.

6. The discharge of waste classified as “hazardous” or “designated” as defined in Title 22, section 66261 of the CCR, or Water Code section 13173 is prohibited.

Special Provisions:

7. The discharger shall discharge in a manner that is consistent with the information provided in the NOI.

10 The RWQCB Executive Officer or the SWRCB Executive Director, within 30 days from submittal of the NOI, may find a submittal to be incomplete or inaccurate.

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8. The discharger shall comply with the eligibility criteria for these General WDRs.

9. The discharger shall implement the approved Mitigation Plan.

10. Requested amendments to the approved Mitigation Plan must be submitted in writing to the RWQCB Executive Officer and, for multi-region projects, to the SWRCB Water Quality Certification Program Manager. The discharger may not modify operations until the discharger has received written notification that the RWQCB Executive Officer or SWRCB Executive Director has approved the amendment. If the RWQCB Executive Officer or the SWRCB Executive Director does not disapprove the requested amendment within 45 days of receiving the written notification, the changes to the approved Mitigation Plan may be implemented as described in the requested amendment.

11. If mitigation measures do not meet their interim or ultimate success criteria, the discharger shall implement remedial measures that are acceptable to the RWQCB Executive Officer or SWRCB Executive Director.

12. All compensatory mitigation areas shall be subject to a conservation easement, deed restriction, or other legal instrument, which shall ensure preservation of the mitigation in perpetuity.

Documentation of the easement, restriction, or other legal instrument shall be submitted to the RWQCB, or to the SWRCB for multi-region projects, before any discharge authorized by these General WDRs occurs.

13. The discharger, if requested by the RWQCB or SWRCB, shall provide certification that supervisory and other responsible operations personnel have received training regarding these General WDRs.

14. Fueling, lubrication, maintenance, operation, and storage of vehicles and equipment shall not result in a discharge or a threatened discharge to water bodies. At no time shall the discharger use vehicles or equipment that leak any substance that might impact water quality.

Staging and storage areas for vehicles and equipment shall be located outside of water bodies.

15. Except in compliance with the terms of an NOA for this order, no construction material, spoils, debris, or other substances associated with this project, that may adversely impact water quality, shall be located in a manner which may result in a discharge or threatened discharge to water bodies.

16. Upon completion of the project, the discharger shall complete a Notice of Termination (NOT) requesting to be un-enrolled from these General WDRs.

Standard Provisions:

17. A copy of these General WDRs shall be kept at the project site for reference by project personnel. Personnel shall be familiar with its contents.

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18. The discharger shall take all reasonable steps to prevent any discharge in violation of these General WDRs.

19. The discharger shall report promptly to the RWQCB or SWRCB any proposed material change in the character, location, area, and/or volume of the discharge. The discharger shall obtain confirmation from the RWQCB or SWRCB that such proposed modifications do not disqualify the discharger from coverage under these General WDRs. Confirmation or new WDRs shall be obtained before any modifications are implemented. If the RWQCB Executive Officer or the SWRCB Executive Director does not disapprove the proposed change within 45 days of receiving a written report describing the proposed change, the discharge may proceed in accordance with the proposed modifications.

20. These General WDRs do not convey any property rights or exclusive privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, do not protect the discharger from liability under federal, State, or local laws, and do not create a vested right to continue to discharge waste.

21. These General WDRs do not relieve the discharger from the responsibility to obtain other necessary local, State, and federal permits, nor do these General WDRs prevent imposition of additional standards, requirements, or conditions by any other regulatory agency.

22. The discharger shall allow the RWQCB or SWRCB, or an authorized representative, upon the presentation of credentials and other documents, as may be required by law, to do the following:
a. Enter upon the premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of these General WDRs, b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of these General WDRs,
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under these General WDRs, and
d. Sample, photograph, and monitor at reasonable times, for the purpose of assuring compliance with these General WDRs.

23. After notice and opportunity for a hearing, coverage of an individual discharge under these General WDRs may be terminated or modified for cause, including, but not limited to, the following:
a. Violation of any term or condition of these General WDRs. b. Obtaining these General WDRs by misrepresentation or failure to disclose all relevant facts.

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c. A change in any condition that requires either a temporary or permanent reduction or elimination of the authorized discharge.

24. The filing of a request by the discharger for an order modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any condition of these General WDRs.

25. Where the discharger becomes aware that it failed to submit any relevant facts in an NOI or submitted incorrect information in an NOI to the RWQCB or SWRCB, it shall promptly submit such facts or information.

26. The discharger shall furnish, within a reasonable time, any information the RWQCB or SWRCB may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the discharger coverage under these General WDRs. The discharger shall also furnish to the RWQCB or SWRCB, upon request, copies of records required to be kept by these General WDRs.

27. The Water Code provides that any person failing or refusing to furnish technical or monitoring program reports, as required under these General WDRs, or falsifying any information provided in the monitoring reports, is subject to civil liability for each day in which the violation occurs.

28. The discharger shall take all reasonable steps to minimize or correct any adverse impact on the environment resulting from noncompliance with these General WDRs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the noncompliance.

29. All reports, notices, or other documents required by these General WDRs or requested by the RWQCB or SWRCB shall be signed by a person described below or by a duly authorized representative of that person.
a. For a corporation: by a responsible corporate officer such as (1) a president, secretary, treasurer, or vice president of the corporation in charge of a principal business function; (2) any other person who performs similar policy or decision-making functions for the corporation; or (3) the manager of one or more manufacturing, production, or operating facilities if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
b. For a partnership or sole proprietorship: by a general partner or the proprietor. c. For a municipality, State, federal, or other public agency: by either a principal executive officer or ranking elected official.

30. Any person signing a document under Provision II.C.29 shall make the following certification, whether written or implied:

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“I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.”

31. The discharger shall report any discharge of waste that may endanger public health or the environment. Any information shall be provided orally to the RWQCB within 24 hours from the time the discharger becomes aware of the occurrence. A written report shall also be submitted to the RWQCB Executive Officer within five (5) consecutive days of the time the discharger becomes aware of the occurrence. The written report shall contain (a) a description of the noncompliance and its cause; (b) the period of the noncompliance event, including dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and (c) steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.

32. The discharger shall report all instances of noncompliance not reported under Provision II.C.31 within seven (7) consecutive days of the time the discharger becomes aware of the occurrence.

The report shall contain any applicable information listed in Provision II.C.31.

33. The discharger shall comply with all of the conditions of these General WDRs. Any noncompliance with these General WDRs constitutes a violation of the Water Code and is grounds for an enforcement action.

34. The discharger must comply with all applicable Basin Plan provisions, including maintaining the protection of beneficial uses and complying with any prohibitions and water quality objectives governing the discharge. In the event of a conflict between the provisions of these General WDRs and the applicable Basin Plan, the more stringent provisions prevails.

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CERTIFICATION
The undersigned, Clerk to the Board, does hereby certify that the foregoing is a full, true, and correct copy of an order duly and regularly adopted at a meeting of the SWRCB held on May 4, 2004.

AYE:

NO:

ABSENT:

ABSTAIN:
_____________________________________
Debbie Irvin
Clerk to the Board
Attachment 8
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ATTACHMENT 1
TO WQ ORDER NO. 2004-004-DWQ

STATE WATER RESOURCES CONTROL BOARD

NOTICE OF INTENT (NOI)
TO ENROLL UNDER AND COMPLY WITH THE TERMS OF WATER QUALITY ORDER NO. 2004-004 DWQ (GENERAL WDRs), STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR DREDGED OR FILL DISCHARGES TO WATERS DEEMED BY THE U.S. ARMY CORPS OF

ENGINEERS TO BE OUTSIDE OF FEDERAL JURISDICTION
Mark Only One Item 1.  New Discharge

2.  Change of Information-WDID # ____________
I. Owner of the Land
Name
Mailing Address
City County State Zip Phone
Contact Person
II. Billing Address
Name
Mailing Address
City County State Zip Phone
Contact Person
III. Discharger (if different from owner of the land)
Name
Mailing Address
City County State Zip Phone
Contact Person

STATE USE ONLY
WDID:

Regional Board Office:

Date NOI Received:

Check #: __________
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IV. Site Location
Street (including address, if any)
Nearest Cross Street(s)
County: Total Size of Site (acres):

Latitude/Longitude (Center of Discharge Area) in degrees/minutes/seconds (DMS) to the nearest ½ second or decimal degrees (DD) to four decimals (0.0001 degree) DMS: N. Latitude Deg. _______ Min. ________ Sec. ____________ W. Longitude Deg. _______ Min. ________ Sec. ____________ DD: N. Latitude ________________________________________ W. Longitude ________________________________________
Attach a map of at least 1:24000 (1” = 2000’) detail of the proposed discharge site (e.g., USGS 7.5 minute topographic map).

V. Discharge Information
Subject Notes
Name(s) and type(s) of receiving waters: Receiving water types are:
river/streambed,
lake/reservoir,
ocean/estuary/bay,
riparian area,
wetland
Eligibility of receiving water. Provide evidence that the water affected by this discharge is deemed to be out side of federal jurisdiction:

U.S. Army Corps of
Engineers
jurisdictional
disclaimer letter, or
explanation why
such a disclaimer is
not needed
Identify all regulatory agencies having jurisdiction over this project. Attach copies of all federal and State license/permit applications or issued copies of licenses/permits from government agencies:

For example: Dept.
of Fish and Game
Streambed
Alteration
Agreement,
Coastal Commission
permit
Proposed project start date: Expected date of completion:

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Project description: For example:

Discharge of riprap;
discharge of fill;
excavation for a
utility line
Purpose of the entire activity: For example:

Stream-bank erosion
control; flood
management;
residential
development
Characterization of discharges: What types of
constituents will be
discharged? Is the
sediment
contaminated?
Fill and Excavation Discharges: For each water body type listed below indicate in ACRES the area of the proposed discharge to waters of the state, and identify the impacts(s) as permanent and/or temporary. For linear discharges to drainage features and shorelines, e.g., bank stabilization, revetment, and channelization projects, ALSO specify the length of the proposed discharge to waters of the state IN FEET.1

Water Body Type Permanent Impact Temporary Impact
Acres Linear Feet Acres Linear Feet
Wetland
Streambed
Lake/Reservoir
Ocean/Estuary/Bay
Riparian
Dredging Discharges: Volume (cubic yards) of dredged material to be discharged into waters of the United States.

1 For guidance in determining the extent of impacted waters, see General WDRs, section II.A.4 Attachment 8
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VI. California Environmental Quality Act
Will an environmental impact report or a negative declaration be adopted for this project or has one been adopted?

R YES R NO
If yes, what is the current status of the environmental impact report or negative declaration? R Not yet issued for public review.

R In public review.

R Adopted.

Name of lead agency _________________________________________________ If an environmental impact report or a negative declaration is in public review or has been adopted, enclose the document with this NOI.

Will the discharge occur in, or in immediate proximity to, an area covered by a U.S. Fish and Wildlife Service (USFWS) Habitat Conservation Plan (HCP) or a Department of Fish and Game Natural Community Conservation Plan (NCCP)?

RYES R NO
Will the discharge occur in, or in immediate proximity to, any habitat of a plant or animal species that has been classified by the Department of Fish and Game, the U.S. Fish and Wildlife Service, or the National Marine Fisheries Service as candidate, sensitive, endangered, rare, or threatened?

RYES R NO
Will the discharge occur in, or in immediate proximity to, a significant historical or archeological resource, a unique paleontological resource or site, a unique geologic feature, or any human remains?

RYES R NO
Will the discharge occur in, or in immediate proximity to, land under existing zoning for agricultural use or under a Williamson Act contract?

RYES R NO
Will the discharge, as mitigated, cause any other significant adverse environmental impact?

RYES R NO
If you answered “yes” to any of the previous five questions, provide a detailed explanation demonstrating why the discharge is eligible to be enrolled under the General WDRs.

VII. Additional Submittals. In accordance with provisions of State Water Resources Control Board (SWRCB) Water Quality Order No. 2004-0004 DWQ, please submit the following with this NOI to the appropriate Regional Water Quality Control Board or, for multi-Region projects, to the SWRCB.

a. A fee pursuant to California Code of Regulations, Title 23 Section 2200. b. A Mitigation Plan, as described in the General WDRs.

VIII. CERTIFICATION
Attachment 8
page 57 of 73

-5-
“I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. In addition, I certify that the provisions of these General WDRs will be complied with.” Signature of Discharger Title
Printed or Typed Name Date
Attachment 8
page 58 of 73

ATTACHMENT 2
TO WQ ORDER NO. 2004-0004-DWQ

STATE WATER RESOURCES CONTROL BOARD

NOTICE OF TERMINATION

OF DREDGED OR FILL DISCHARGES
TO WATERS DEEMED BY THE U.S. ARMY CORPS OF ENGINEERS

TO BE OUTSIDE OF FEDERAL JURISDICTION
(WATER QUALITY ORDER NO. 2004-0004 DWQ)
WDID # _____________________________
III. Owner of the Land
Name
Mailing Address
City County State Zip Phone
Contact Person
III. Discharger (if different from owner of the land)
Name
Mailing Address
City County State Zip Phone
Contact Person
III. Site Location
Street (including address, if any)
Nearest Cross Street(s)
County:

IV. Reason For Notice of Termination
Indicate why the discharge should no longer be regulated under WQ Order No. 2004-0004-DWQ.

STATE USE ONLY
WDID:

Regional Board Office:

Date NOT
Received:
_______________
__
Date NOT
Processed:
______________
__
Attachment 8
page 59 of 73

-2-
V. CERTIFICATION
“I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment.”
Signature of Discharger Title
Printed or Typed Name Date
Attachment 8
page 60 of 73

Miles Lane Project Page 61 of 73 Ecological Concerns Incorporated Habitat Restoration / Mitigation Plan October 18, 2021
APPENDIX E: LETTER FROM CDFW TO MIDPEN HOUSING, DATED SEPTEMBER 24, 2020
Attachment 8
page 61 of 73

State of California – Natural Resources Agency GAVIN NEWSOM, Governor DEPARTMENT OF FISH AND WILDLIFE CHARLTON H. BONHAM, Director Bay Delta Region
2825 Cordelia Road, Suite 100
Fairfield, CA 94534
(707) 428-2002
www.wildlife.ca.gov
Conserving California’s Wildlife Since 1870
September 24, 2020
Jan M. Lindenthal
MidPen Housing
303 Vintage Park Drive, Suite 250
Foster City, CA 94404
[email protected]
Dear Jan M. Lindenthal:

Notification of Lake or Streambed Alteration, Notification No. 1600-2020-0172-R3, Miles Lane Project, impacting an unnamed tributary to Watsonville Slough As the California Department of Fish and Wildlife (CDFW) explained in a previous letter to you dated July 23, 2020, CDFW had until September 19, 2020 to submit a draft Lake or Streambed Alteration Agreement (Agreement) to you or inform you that an Agreement is not required.

CDFW did not meet that date. As a result, by law, you may now complete the project described in your notification without an Agreement.

Please note that pursuant to Fish and Game Code section 1602, subdivision (a)(4)(D), if you proceed with this project, it must be the same as described and conducted in the same manner as specified in the notification and any modifications to that notification received by CDFW in writing prior to September 19, 2020. This includes completing the project within the proposed term and seasonal work period and implementing all avoidance and mitigation measures to protect fish and wildlife resources specified in the notification. If the term proposed in your notification has expired, you will need to re-notify CDFW before you may begin your project.

Beginning or completing a project that differs in any way from the one described in the notification may constitute a violation of Fish and Game Code section 1602.

Your notification includes, but is not limited to, the removal of 0.04 acres of willow woodland habitat and the construction of an approximately 270-foot long cast-in-place concrete retaining wall approximately 12 feet tall.

Also note that while you are entitled to complete the project without an Agreement, you are still responsible for complying with other applicable local, state, and federal laws. These include, but are not limited to, Fish and Game Code sections 2080 et seq. (species listed as threatened or endangered, or a candidate for listing under the California Endangered Species Act); section 1908 (rare native plants); sections 3511, 4700, 5050, and 5515 (fully protected species); section 3503 (bird nests and eggs); section 3503.5 (birds of prey); section 5650 (water pollution); section 5652 (refuse disposal into water); section 5901 (fish passage); section 5937 (sufficient water for fish); and section 5948 (obstruction of stream).

Finally, if you decide to proceed with your project without an Agreement, you must have a copy of this letter and your notification with all attachments available at all times at the work site.

DocuSign Envelope ID: CDDE2E1F-82CA-478F-B2F9-92270C8D597A Attachment 8
page 62 of 73

Attachment 8
page 63 of 73

State of California - Department of Fish and Wildlife

NOTIFICATION OF LAKE OR STREAMBED ALTERATION
FISH AND GAME CODE SECTION 1602
DFW2023(REv05/28/19) Pageli ThtArlvilvp ipn/:iJi
FORDEPAR'T'MENTUSEANLY""
Date Received Amourit Received Amount Due Date Complete Notification No. {o43'>';)Th , s3bG/5' $ 87)D-A9,,)0-D/u -43
ASSlg/7ed"-A4oY)icy Oea*- I [-t',A'tm'/er - -
U

NOTIFICATION OF LAKE OR STREAMBED ALTERATION
Complete EACH field, unless otherwise indicated, following the instructions and submit ALL required enclosures, attachments, and fee(s) to the CDFW regional office that serves the area where the project will occur.

Attach additional pages to notification, if necessary.

1. APPLICANT PROPOSING PROJECT
Name Jan M. Lindenthal
Business/Agency MidPen Housing
Mailing Address 303VintageParkDrive,Suite250 ,.;-oH,.,s,?,V } fi y,:ip,;4.;,,, City, State, Zip Foster City, CA 94404
'1 " h * a* a'
Phone Number 650.356.2919 UUNI-.J7U211
Email [email protected]

2. CONTACT PERSON (Complete only if different from applicant.;i Name Joe Rigney
B'usiness/Agency Ecological Concerns Incoorporated
Mailing Address 125 Walk Circle
City, State,.Zip Santa Cruz, CA 95062
Phone Number 831 .325.5754
Email [email protected]
While an applicant is legally responsible for complying with Fish and Game Code section 1602 et seq., an applicant may designate and authorize an agent (e.g., lawyer, consultant, or other individual) to act as a Designated Representative.

The Designated Representative is authorized to sign the notification and any agreement on behalf of the Applicant.

Do you authorize the Contact Person above to represent you as your Authorized Designated Representative? € Yes, I authorize. aNo, I do not authorize.

3. PROPERTY OWNER (Complete only if different from applicant) Name
Mailing Address
City, State, Zip
Phone Number
Email
DocuSign Envelope ID: CDDE2E1F-82CA-478F-B2F9-92270C8D597A Attachment 8
page 64 of 73

State of California - Department of Fish and Wildlife

NOTIFICATION OF LAKE OR STREAMBED ALTERATION
FISH AND GAME CODE SECTION 1602
DFW 2023 (REV. 05/28/1 9) Page 2

4. PROJECT NAME AND AGREEMENT TERM
I
A. Project Name Miles Lane Project
B. Agreement Term Requested
aRegular(5 years orless)
€ Long-term (greater than 5 years)
C. Project Term - Beginning (year) 2022 Ending (year) 2023 D. Seasonal Work Period
Season(s)"
Start Date
(month/day)
End Date
(month/day)
E. Number of Work Days
I 03/01 11/30 439
2 3
4 5
" Continue on additional page(s) if necessary

5. AGREEMENT TYPE
Check the applicable box. If boxes B - F are checked, complete the specified attachment.

A. aStandard(Most construction projects, excluding the categories listed below) B. € Gravel/Sand/Rock Extraction (AttachmentA) Mine 1.0. Number.' C. € Timber Harvesting (Attachment 8) THP Number:

D. € Water Diversion/Extraction/Impoundment (Attachment C) SWRCB Number:

E. € Routine Maintenance (AttachmentD)
F. € Cannabis Cultivation (Attachment E)
G. € CDFW Grant Programs Agreement Number:

H. € Master

1. OMasterTimberOperations
DocuSign Envelope ID: CDDE2E1F-82CA-478F-B2F9-92270C8D597A Attachment 8
page 65 of 73

State of California - Department of Fish and Wildlife

NOTIFICATION OF LAKE OR STREAMBED ALTERATION
FISH AND GAME CODE SECTION 1602
DFW2023(REV.05/28/19) Page3

6. FEES
See the current fee schedule to determine the appropriate notification fee. Itemize each.project's estimated cost and corresponding fee. Note: CDFW may not process this notification until the correct fee has.been received.

A. Project Name 'B. Project Cost C. Project Fee
1 Miles Lane Project" $136,400 $3,361 .50
2 " note - cost is for retaining wall only
3 4
5 6
7 8
9 10
D. Base Fee (if applicable)
E. TOT AL FEE" $3,361 .50

7. PRIOR NOTIFICATION AND ORDERS
A. Has a notification previously been submitted to, or a Lake or Streambed Alteration Agreement previously been issued by, CDFW for the project described in this notification? € Yes (Provide the information below) aNo
Applicant Notification Number Date
B. Is this notification being submitted in response to a court or administrative order or notice, or a notice of violation (NOV) issued by CDFW?
€ Yes aNo (Enclose a copy of the order, notice, or NOV. If the applicant was directed to notify CDFW verbally rather than in writing, identify the person who directed the applicant to submit this notification, the agency he or she represents, and describe the circumstances relating to the order. ) Name or person who directed notification Agency
Describe circumstances relating to order
€ Continuedon additional page(s)
DocuSign Envelope ID: CDDE2E1F-82CA-478F-B2F9-92270C8D597A Attachment 8
page 66 of 73

State of California - Department of Fish and Wildlife

NOTIFICATION OF LAKE OR STREAMBED ALTERATION
FISH AND GAME CODE SECTION 1602
DFW 2023 (REV. 05/28/1 9) Page 4

8. PROJECT LOCATION
A. Address or description of project location.
(include a map that marks the location of the project with a reference to the nearest city or town, and provide driving directions from a major road or highway.)
SEE ATT ACHMENT #1
139-16'l Miles Lane and 2C)1 Kimberly Lane, City of Watsonville, CA 95076 Highway 1 S from Santa Cruz to Watsonville, Exit to CA-152 E/Main St (exit 426), Follow I 52E/Main St to LEFT onto Auto Center Dr, then RIGHT onto Marin St, then RIGHT onto Santa Clara st., then LEFT onto Miles Ln. The address 161 Miles Ln. is on the corner of Miles Ln. and Kiimmberly Ln.

EjContinuedon additional page(s)
B. River, stream, or lake affected by the project. Unnamed Perennial Stream C. What water body is the river, stream, or lake tributary to? Watsonville Slough D. Is the river or stream segment affected by the project listed in the state or federal Wild and Scenic Rivers Acts? [I]Yes EINo € Unknown E. County Santa Cruz
F. USGS 7.5 Minute Quad Map Name G. Township H. Range I. Section J. % Section Watsonville West (in Bolsa de Pajaro Land Grant) 12S 2E 5 N/A € Continuedon additional page(s)
K. Meridian (check one) € Humboldt ElMt. Diablo € San Bernardino L. Assessor's Parcel Number(s)
016-491-02 016-491-03
016-111-44 016-491-01
€ Continuedon additional page(s)
M. Geographic coordinates (Provide the latitude and longitude coordinates for the property where the project(s) will take place. CDFW utilizes decimal degrees and WGS 84 datum. Access Gooqle Maps Help if you need assistance in finding your coordinates.)
Latitude/Longitude
Latitude: 36.92121411 Longitude:-121.76407975
Latitude: Longitude.'
Latitude: Longitude.'
Latitude: Longitude.'
Latitude: Longitude:

DocuSign Envelope ID: CDDE2E1F-82CA-478F-B2F9-92270C8D597A Attachment 8
page 67 of 73