Fillable C.3 and C.6 Development Review Checklist I.A Enter (County of San Mateo, California)

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C.3 and C.6 Development Review Checklist I.A Enter (County of San Mateo, California)

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C.3 and C.6 Development Review Checklist

1 SMCWPPP 1/1/19

Applicants: This form should be filled out by the Project Civil Engineer, if one is associated with the project.

I.A Enter Project Data (For “C.3 Regulated Projects,” data will be reported in the municipality’s stormwater Annual Report.)

I.A.5 Certification:

By checking this box, I certify that the information provided on this form is correct and acknowledge that, should the project

exceed the

amount of new and/or replaced impervious surface provided in this form, the as-built project may be subject to

additional improvements.

I have a

ttached

the following:

Final Calculations

A copy of site plan showing areas

Name of person completing the form: Title:

Phone number: ____________________________________Email address:________________________________________

Common Plans of Development (subdivisions or contiguous, commonly owned lots, for the construction of two or more homes developed within

1 year of each other) are not considered single family projects by the MRP.

Roadway projects creating 10,000 sq.ft. or more of contiguous impervious surface are subject to C.3 requirements if the roadway is new or

being widened with additional traffic lanes.

See Standard Industrial Classification (SIC) codes here

Project description examples: 5-story office building, industrial warehouse, residential with five 4-story buildings for 200 condominiums, etc.

Project Name:

Case Number:

Project Address & Cross St.:

Project APN:

Project Watershed:

Applicant Name:

I.A.4 Slope on Site: %

Applicant Phone:

Applicant Email Address:

Development type:

(check all that apply)

Single Family Residential: A stand-alone home that is not part of a larger project.

Single Family Residential: Two or more lot residential development.

# of units:

Multi-Family Residential # of units:

Commercial

Industrial, Manufacturing

Mixed-Use # of units:

Streets, Roads

, etc.

‘Redevelopment’ as defined by MRP: creating, adding and/or replacing exterior existing

impervious surface on a site where past development has occurred.

‘Special land use categories’ as defined by MRP: (1) auto service facilities

, (2) retail gasoline

outlets, (3) restaurants, (4) uncovered parking area (stand-alone or part of a larger project)

Institutions: schools, libraries, jails, etc.

Parks and trails, camp grounds, other recreational

Agricultural, wineries

Kennels, Ranches

Other, Please specify____________________________

Project Description

(Also note any past

or future phases of the

project.)

I.A.2

I.A.3

Total Area of Site: ____________________ acres

Total Area of land disturbed during construction (include clearing, grading, excavating and stockpile area):_________ acres.

C.3 and C.6 Development Review Checklist

Municipal Regional Stormwater Permit (MRP)

Stormwater Controls for Development Projects

COUNTY OF SAN MATEO

Planning & Building Department

455 County Center, 2

Floor

Redwood City, CA 94063

BLD: 650-599-7311/PLN: 650-363-1825

http://planning.smcgov.org/

Project Information Project Information

I.A.1

Initials:

Date:

Preliminary Calculations

C.3 and C.6 Development Review Checklist

SMCWPPP 1/1/19

I.B Is the project a “C.3 Regulated Project” per MRP Provision C.3.b?

I.B.1 Enter the amount of impervious surface

Retained, Replaced and/or Created by the project:

I.B.2 Please review and attach additional worksheets as required below using the Total Impervious Surface (IS) Replaced

and Created in cell I.B.1.f from Table I.B.1 above and other factors:

Check all that apply:

Check One

Attach

Worksheet

Yes

I.B.2.a

Does this project involve any earthwork?

If YES, then Check Yes, and Complete Worksheet A.

If NO, then go to I.B.2.b

I.B.2.b

Is I.B.1.f greater than or equal to 2,500 sq.ft?

If YES, then the Project is subject to Provision C.3.i. - complete Worksheets B, C & go to I.B.2.c.

If NO, then Stop here - go to I.A.5 and complete Certification.

B, C

I.B.2.c

Is the total Existing IS to be Replaced (column I.B.1.c) 50 percent or more of the total Pre-Project IS (column I.B.1.a)?

If YES, site design, source control and treatment requirements apply to the whole site. Continue to I.B.2.d

If NO, these requirements apply only to the impervious surface created and/or replaced. Continue to I.B.2.d

I.B.2.d

Is this project a Special Land Use Category (I.A.1) and is I.B.1.f greater than or equal to 5,000 sq.ft?

If YES, project is a Regulated Project. Fill out Worksheet D. Go to I.B.2.f.

If NO, go to I.B.2.e

I.B.2.e

Is I.B.1.f greater than or equal to 10,000 sq.ft?

If YES, project is a C.3 Regulated Project - complete Worksheet D. Then continue to I.B.2.f.

If NO, then skip to I.B.2.g.

I.B.2.f

Is I.B.1.f greater than or equal to 43,560 sq.ft?

If YES, project may be subject to Hydromodification Management requirements - complete Worksheet E then continue to I.B.2.g.

If NO, then go to I.B.2.g.

I.B.2.g

Is I.A.3 greater than or equal to 1 acre?

If YES, check box, obtain coverage under the CA Const. General Permit & submit Notice of Intent to municipality - go to I.B.2.h.

If NO, then go to I.B.2.h.

For more information see: www.swrcb.ca.gov/water_issues/programs/stormwater/construction.shtml

I.B.2.h

Is this a Special Project or does it have the potential to be a Special Project?

If YES, attach completed Worksheet F - then continue to I.B.2.i.

If NO, go to I.B.2.i.

I.B.2.i

Is project a Construction Stormwater Regulated Site (SWRS)? 1) Sites that disturb 1 acre or more of land; 2) where the project

requires a Grading Permit; 3) Sites with a) Residential new construction or a 50% or greater remodel, or b) Commercial/ Industrial

construction of a new building or additions of 3,000 sq. ft. or greater, and with one or both of the following: (1) Sites where development

will occur on a slope greater than or equal to 5:1 (20%), and/or (2) Sites where development will occur within 100 feet of a creek,

wetland, or coastline; 4) Any public or private project involving work within a waterway; and 5) Sites within the ASBS watershed that

involve soil disturbance. If NO, then go to I.B.2.j

I.B.2.j

For Municipal Staff Use Only: Are you using Alternative Certification for the project review?

If YES, then fill out section G-1 on Worksheet G. Fill out other sections of Worksheet G as appropriate.

See cell I.B.1.e.1 above - Is the project installing 3,000 square feet or more of pervious paving?

If YES, then fill out section G-3 on Worksheet G. Add to Municipal Inspection Lists (C.3.h)

Per the MRP, pavement that meets the following definition of pervious pavement is NOT an impervious surface. Pervious pavement is defined as pavement that

stores and infiltrates rainfall at a rate equal to immediately surrounding unpaved, landscaped areas, or that stores and infiltrates the rainfall runoff volume described in

Provision C.3.

“Retained” means to leave existing impervious surfaces in place, unchanged; “Replaced” means to install new impervious surface where existing impervious surface

is removed anywhere on the same property; and “Created” means the amount of new impervious surface being proposed which exceeds the total existing amount of

impervious surface at the property.

Uncovered parking includes the top level of a parking structure.

Table I.B.1 Impervious

and Pervious Surfaces

I.B.1.a

I.B.1.b

I.B.1.c

I.B.1.d

I.B.1.e

Type of Impervious

Surface

Pre-Project

Impervious

Surface (sq.ft.)

Existing

Impervious

Surface to be

Retained

(sq.ft.)

Existing

Impervious

Surface to be

Replaced

(sq.ft.)

New

Impervious

Surface to be

Created

(sq.ft.)

Post-Project

Impervious

Surface (sq.ft.)

(=b+c+d)

Roof area(s)

Impervious

sidewalks, patios, paths, driveways, streets

Impervious

uncovered parking

Totals of Impervious Surfaces:

I.B.1.f - Total Impervious

Surface Replaced and Created (sum of totals for columns I.B.1.c and I.B.1.d):

Type of Pervious Surface

Pre-Project

Pervious

Surface

(sq.ft.)

Post-project

Pervious

Surface

(sq.ft.)

Landscaping

Pervious Paving

I.B.1.e.1:

Green Roof

Totals of Pervious Surfaces:

Total Site Area (Total Impervious

+Total Pervious=I.A.2)

C.3 and C.6 Development Review Checklist

3 SMCWPPP 1/1/19

Worksheet A

Include the following Construction BMPs on the Erosion Control Plan:

(Applies to all projects with earthwork)

Yes

Plan Sheet

Best Management Practice (BMP) Notes

Erosion Control Point of Contact. (Provide an Erosion Control Point of Contact including name,

title/qualification, email, and phone number. The EC Point of Contact will be the County’s main

point of contact if Erosion Control or Tree Protection corrections are required).

Perform clearing and earth-moving activities only during dry weather. Measures to ensure

adequate erosion and sediment control shall be installed prior to earth-moving activities and

construction.

Measures to ensure adequate erosion and sediment control are required year-round. Stabilize all

denuded areas and maintain erosion control measures continuously between October 1 and April

30.

Store, handle, and dispose of construction materials and wastes properly, so as to prevent their

contact with stormwater.

Control and prevent the discharge of all potential pollutants, including pavement cutting wastes,

paints, concrete, petroleum products, chemicals, wash water or sediments, and non-stormwater

discharges to storm drains and watercourses.

Use sediment controls or filtration to remove sediment when dewatering site and obtain Regional

Water Quality Control Board (RWQCB) permit(s) as necessary.

Avoid cleaning, fueling, or maintaining vehicles on-site, except in a designated area where wash

water is contained and treated.

Limit and time applications of pesticides and fertilizers to prevent polluted runoff.

Limit construction access routes to stabilized, designated access points.

Avoid tracking dirt or other materials off-site; clean off-site paved areas and sidewalks using dry

sweeping methods.

Train and provide instruction to all employees and subcontractors regarding the Watershed

Protection Maintenance Standards and Construction Best Management Practices.

Placement of erosion materials at these locations are required on weekends and during rain

events: (List locations)

The areas delineated on the plans for parking, grubbing, storage, etc., shall not be enlarged or

“run over.”

Construction sites are required to have erosion control materials on-site during the “off-season.”

Dust control is required year-round.

Erosion control materials shall be stored on-site.

Use of plastic sheeting between October 1 and April 30 is not acceptable, unless for use on

stockpiles where the stockpile is also protected with fiber rolls containing the base of the stockpile.

Tree protection shall be in place before any demolition, grading, excavating or grubbing is started.

C6 – Construction Stormwater BMPs

C.3 and C.6 Development Review Checklist

SMCWPPP 1/1/19

Worksheet B

Select appropriate source controls and identify the detail/plan sheet where these elements are shown.

Any connection to the sanitary sewer system is subject to sanitary district approval.

Businesses that may have outdoor process activities/equipment include machine shops, auto repair, industries with pretreatment facilities.

Yes

Detail/Plan

Sheet No.,

or “N/A”

Features that require

source control measures

Source Control Measures

(Refer to Local Source Control List for detailed requirements)

Storm Drain

(street/road projects)

Mark on-site inlets with the words “No Dumping! Flows to Bay” or equivalent.

Floor Drains (non-residential)

Plumb interior floor drains to sanitary sewer

[or prohibit].

Parking garage (non-single-

family residential)

Plumb interior parking garage floor drains to sanitary sewer.

Landscaping (all project types)

 Retain existing vegetation as practicable.

 Select diverse species appropriate to the site. Include plants that are pest-

and/or disease-resistant, drought-tolerant, and/or attract beneficial insects.

 Minimize use of pesticides and quick-release fertilizers.

 Use efficient irrigation system; design to minimize runoff.

Pool/Spa/Fountain (all project

types)

Provide connection to the sanitary sewer to facilitate draining.

Food Service Equipment (non-

residential)

Provide sink or other area for equipment cleaning, which is:

 Connected to a grease interceptor prior to sanitary sewer discharge.

 Large enough for the largest mat or piece of equipment to be cleaned.

 Indoors or in an outdoor roofed area designed to prevent stormwater run-on

and run-off, and signed to require equipment washing in this area.

Refuse Areas (non-single-

family residential)

 Provide a roofed and enclosed area for dumpsters, recycling containers, etc.,

designed to prevent stormwater run-on and runoff.

 Connect any drains in or beneath dumpsters, compactors, and tallow bin

areas serving food service facilities to the sanitary sewer.

Outdoor Process Activities

(non-residential)

Perform process activities either indoors or in roofed outdoor area, designed to

prevent stormwater run-on and runoff, and to drain to the sanitary sewer.

Outdoor Equipment/ Materials

Storage (non-residential)

 Cover the area or design to avoid pollutant contact with stormwater runoff.

 Locate area only on paved and contained areas.

 Roof storage areas that will contain non-hazardous liquids, drain to sanitary

sewer

, and contain by berms or similar.

Vehicle/ Equipment Cleaning

(non-single-family residential)

 Roofed, pave and berm wash area to prevent stormwater run-on and runoff,

plumb to the sanitary sewer

, and sign as a designated wash area.

 Commercial car wash facilities shall discharge to the sanitary sewer.

Vehicle/ Equipment Repair and

Maintenance (non-single-

family residential)

 Designate repair/maintenance area indoors, or an outdoors area designed to

prevent stormwater run-on and runoff and provide secondary containment.

Do not install drains in the secondary containment areas.

 No floor drains unless pretreated prior to discharge to the sanitary sewer.

 Connect containers or sinks used for parts cleaning to the sanitary sewer.

Fuel Dispensing Areas (non-

residential)

 Fueling areas shall have impermeable surface that is a) minimally graded to

prevent ponding and b) separated from the rest of the site by a grade break.

 Canopy shall extend at least 10 ft. in each direction from each pump and

drain away from fueling area.

Loading Docks (non-

residential)

 Cover and/or grade to minimize run-on to and runoff from the loading area.

 Position downspouts to direct stormwater away from the loading area.

 Drain water from loading dock areas to the sanitary sewer.

 Install door skirts between the trailers and the building.

Fire Sprinklers (all project

types)

Design for discharge of fire sprinkler test water to landscape or sanitary sewer.

Miscellaneous Drain or Wash

Water (all project types)

 Drain condensate of air conditioning units to landscaping. Large air

conditioning units may connect to the sanitary sewer.

 Roof drains from equipment drain to landscaped area where practicable.

 Drain boiler drain lines, roof top equipment, all wash water to sanitary sewer.

Architectural Copper Rinse

Water (all project types)

 Drain rinse water to landscaping, discharge to sanitary sewer

, or collect and

dispose properly offsite. See flyer “Requirements for Architectural Copper.”

C3 - Source Controls

C.3 and C.6 Development Review Checklist

5 SMCWPPP 1/1/19

Worksheet C

Select Appropriate Site Design Measures (Required for C.3 Regulated Projects; all other projects are encouraged to implement

site design measures, which may be required at municipality discretion.) Projects that create and/or replace 2,500 – 10,000 sq.ft.

of impervious surface, and stand-alone single family homes that create/replace 2,500 sq.ft. or more of impervious surface, must

include one of Site Design Measures a through f (Provision C.3.i requirements).

Larger projects must also include applicable

Site Design Measures g through i. Consult with municipal staff about requirements for your project.

Select appropriate site design measures and Identify the Plan Sheet where these elements are shown.

See MRP Provision C.3.a.i.(6) for non-C.3 Regulated Projects, C.3.c.i.(2)(a) for Regulated Projects, C.3.i for projects that create/replace 2,500

to 10,000 sq.ft. of impervious surface and stand-alone single family homes that create/replace 2,500 sq.ft. or more of impervious surface.

Yes

Plan Sheet Number

a. Direct roof runoff into cisterns or rain barrels and use rainwater for irrigation or

other non-potable use.

b. Direct roof runoff onto vegetated areas.

c. Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas.

d. Direct runoff from driveways and/or uncovered parking lots onto vegetated areas.

e. Construct sidewalks, walkways, and/or patios with pervious or permeable

surfaces. Use the specifications in the C3 Technical Guidance (Version 4.1)

downloadable at www.flowstobay.org/newdevelopment.

f. Construct bike lanes, driveways, and/or uncovered parking lots with pervious

surfaces. Use the specifications in the C3 Technical Guidance (Version 4.1)

downloadable at www.flowstobay.org/newdevelopment.

g. Limit disturbance of natural water bodies and drainage systems; minimize

compaction of highly permeable soils; protect slopes and channels; and minimize

impacts from stormwater and urban runoff on the biological integrity of natural

drainage systems and water bodies.

h. Conserve natural areas, including existing trees, other vegetation and soils.

i. Minimize impervious surfaces.

Regulated Projects can also consider the following site design measures to reduce treatment system sizing:

Yes

Plan Sheet Number

j. Self-treating area (see Section 4.2 of the C.3 Technical Guidance)

k. Self-retaining area (see Section 4.3 of the C.3 Technical Guidance)

l. Plant or preserve interceptor trees (Section 4.1, C.3 Technical Guidance)

Low Impact Development – Site Design Measures

C.3 and C.6 Development Review Checklist

SMCWPPP 1/1/19

Worksheet D

Check all applicable boxes and indicate the treatment measure(s) included in the project.

A copy of the long term Operations and Maintenance (O&M) Agreement and Plan for this project will be required. Please contact

the NPDES Representative of the applicable municipality for an agreement template and consult the C.3 Technical Guidance at

www.flowstobay.org for maintenance plan templates for specific facility types.

Special Projects are smart growth, high density, or transit-oriented developments with the criteria defined in Provision C.3.e.ii.(2), (3) or (4)

(see Worksheet F).

Indicate which of the following Provision C.3.d.i hydraulic sizing methods were used. Volume based approaches: 1(a) Urban Runoff Quality

Management approach, or 1(b) 80% capture approach (recommended volume-based approach). Flow-based approaches: 2(a) 10% of 50-year

peak flow approach, 2(b) 2 times the 85

percentile rainfall intensity approach, or 2(c) 0.2-Inch-per-hour intensity approach (recommended flow-

based approach – also known as the 4% rule). Combination flow and volume-based approach: 3.

See Section 6.1 of the C.3 Technical Guidance for conditions in which bioretention areas provide bioinfiltration.

Yes

Attach Worksheet F

and Calculations

Is the project a Special Project?

If yes, consult with municipal staff about the need to evaluate the feasibility and infeasibility of 100% LID

treatment. Indicate the type of non-LID treatment to be used, the hydraulic sizing method

, and

percentage of the amount of runoff specified in Provision C.3.d that is treated:

Non-LID Treatment Measures: Hydraulic sizing

method

% of C.3.d amount

of runoff treated

Media filter 2.a 2.b 2.c

____%

Tree well filter 2.a 2.b 2.c

____%

Is the project using infiltration systems?

The MRP no longer requires the use or analysis of the feasibility of infiltration, but infiltration systems are

encouraged and may be beneficial depending on the project.

Indicate the infiltration measures to be used, and hydraulic sizing method:

Infiltration Measures: Hydraulic sizing method

1.a 1.b 2.c 3

1.a 1.b

Bioinfiltration

Pervious Pavement

Infiltration trench

Other (specify):

Is the project harvesting and using rainwater?

The MRP no longer requires the use or analysis of the feasibility of rainwater harvesting, but it rainwater

harvesting and use is encouraged and may be beneficial depending on the project."

Rainwater Harvesting/Use Measures:

Rainwater Harvesting for indoor non-potable water use

Hydraulic sizing method

1.a 1.b

Rainwater Harvesting for landscape irrigation use

1.a 1.b

Is the project installing biotreatment measures?

Indicate the biotreatment measures to be used, and the hydraulic sizing method:

Biotreatment Measures:

Hydraulic sizing method

Bioretention area

2.c 3

Flow-through planter

2.c 3

Other (specify): _________________________________

C3 Regulated Project - Stormwater Treatment Measures

1.a 1.b

C.3 and C.6 Development Review Checklist

7 SMCWPPP 1/1/19

Worksheet E

Hydromodification Management

E-1 Is the project a Hydromodification Management

(HM) Project?

E-1.1

Is the total impervious area increased over the pre-project condition?

Yes. Continue to E-1.2

No. The project is NOT required to incorporate HM Measures.

Go to Item E-1.4 and check “No.”

E-1.2

Is the site located in an HM Control Area per the HM Control Areas map (Appendix H of the C.3 Technical Guidance)?

Yes. Continue to E-1.3

No. Attach map, indicating project location. The project is NOT required to incorporate HM Measures.

Skip to Item E-1.3 and check “No.”

E-1.3

Is the project a Hydromodification Management Project?

Yes. The project is subject to HM requirements in Provision C.3.g of the Municipal Regional Stormwater Permit.

No. The project is EXEMPT from HM requirements.

 If the project is subject to the HM requirements, incorporate in the project flow duration control measures designed

such that post-project discharge rates and durations match pre-project discharge rates and durations.

 The Bay Area Hydrology Model (BAHM) has been developed to help size flow duration controls. See

www.bayareahydrologymodel.org. Guidance is provided in Chapter 7 of the C.3 Technical Guidance.

E-2 Incorporate HM Controls (if required)

Are the applicable items provided with the Plans?

Hydromodification is the change in a site’s runoff hydrograph, including increases in flows and durations that results when land is developed

(made more impervious). The effects of hydromodification include, but are not limited to, increased bed and bank erosion of receiving streams,

loss of habitat, increased sediment transport and/or deposition, and increased flooding. Hydromodification control measures are designed to

reduce these effects.

Yes No NA

Site plans with pre- and post-project impervious surface areas, surface flow directions of

entire site, locations of flow duration controls and site design measures per HM site

design requirement

Soils report or other site-specific document showing soil type(s) on site

If project uses the Bay Area Hydrology Model (BAHM), a list of model inputs and outputs.

If project uses custom modeling, a summary of the modeling calculations with

corresponding graph showing curve matching (existing, post-project, and post-project

with HM controls curves), goodness of fit, and (allowable) low flow rate.

If project uses the Impracticability Provision, a listing of all applicable costs and a brief

description of the alternative HM project (name, location, date of start up, and entity

responsible for maintenance).

If the project uses alternatives to the default BAHM approach or settings, a written

description and rationale.

C.3 and C.6 Development Review Checklist

8 SMCWPPP 1/1/9

Worksheet F

Special Projects

Complete this worksheet for projects that appear to meet the definition of “Special Project”, per Provision C.3.e.ii of the Municipal

Regional Stormwater Permit (MRP). The form assists in determining whether a project meets Special Project criteria, and the

percentage of low impact development (LID) treatment reduction credit. Special Projects that implement less than 100% LID treatment

must provide a narrative discussion of the feasibility or infeasibility of 100% LID treatment. See Appendix J of the C.3 Technical

Guidance Handbook (download at www.flowstobay.org) for more information.

F.1 “Special Project” Determination (Check the boxes to determine if the project meets any of the following categories.)

Special Project Category “A”

Does the project have ALL of the following characteristics?

 Located in a municipality’s designated central business district, downtown core area or downtown core zoning district,

neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or

district

;

 Creates and/or replaces 0.5 acres or less of impervious surface;

 Includes no surface parking, except for incidental parking for emergency vehicle access, ADA access, and passenger or

freight loading zones;

 Has at least 85% coverage of the entire site by permanent structures. The remaining 15% portion of the site may be

used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections,

public uses, landscaping and stormwater treatment.

No (continue) Yes – Complete Section F.2 below

Special Project Category “B”

Does the project have ALL of the following characteristics?

 Located in a municipality’s designated central business district, downtown core area or downtown core zoning district,

neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or

district

;

 Creates and/or replaces more than 0.5 acres of impervious area and less than 2.0 acres;

 Includes no surface parking, except for incidental parking for emergency access, ADA access, and passenger or freight

loading zones;

 Has at least 85% coverage of the entire site by permanent structures. The remaining 15% portion of the site may be

used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections,

public uses, landscaping and stormwater treatment;

 Minimum density of either 50 dwelling units per acre (for residential projects) or a Floor Area Ratio (FAR) of 2:1 (for

commercial projects) - mixed use projects may use either criterion. Note Change on 7/1/16

No (continue) Yes – Complete Section F-2 below

Special Project Category “C”

Does the project have ALL of the following characteristics?

 At least 50% of the project area is within 1/2 mile of an existing or planned transit hub

or 100% within a planned Priority

Development Area

;

 The project is characterized as a non-auto-related use

; and

 Minimum density of either 25 dwelling units per acre (for residential projects) or a Floor Area Ratio (FAR) of 2:1 (for

commercial projects) - mixed use projects may use either criterion. Note Change on 7/1/16

No (continue) Yes – Complete Section F-2 below

And built as part of a municipality’s stated objective to preserve/enhance a pedestrian-oriented type of urban design.

Effective 7/1/16, the MRP establishes definitions for "Gross Density"(GD) & FAR. GD is defined as, "the total number of residential units

divided by the acreage of the entire site area, including land occupied by public right-of-ways, recreational, civic, commercial and other non-

residential uses." FAR is defined as," the Ratio of the total floor area on all floors of all buildings at a project site (except structures, floors, or floor

areas dedicated to parking) to the total project site area.

“Transit hub” is defined as a rail, light rail, or commuter rail station, ferry terminal, or bus transfer station served by three or more bus routes. (A bus

stop with no supporting services does not qualify.)

A “planned Priority Development Area” is an infill development area formally designated by the Association of Bay Area Government’s / Metropolitan

Transportation Commission’s FOCUS regional planning program.

Category C specifically excludes stand-alone surface parking lots; car dealerships; auto and truck rental facilities with onsite surface storage; fast-

food restaurants, banks or pharmacies with drive-through lanes; gas stations; car washes; auto repair and service facilities; or other auto-related project

unrelated to the concept of transit oriented development.

C.3 and C.6 Development Review Checklist

9 SMCWPPP 1/1/19

F.2 LID Treatment Reduction Credit Calculation

(If more than one category applies, choose only one of the applicable categories and fill out the table for that category.)

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