|
|
PART ONE - Purpose & Applicability
|
Page 2
|
|
1
|
Will the completed project discharge stormwater?
|
sec 1.1.1
|
|
2
|
Does the project still require CEQA review, or a County discretionary approval?
|
sec 1.1.2
|
|
3
|
Is the project within the CWA boundary, an Urban Island, or constitute an "urban development"?
|
sec 1.1.2
|
|
4
|
Which categories of requirements are applicable to this project?
Ø All covered projects – Parts Two, Three, Five, Six
Ø Priority Development or "SUSMP" Projects – All Parts
|
|
|
|
PART TWO – Environmental Performance Standards
|
Page 5
|
|
|
Flow Control and Erosion Prevention 2.1
|
|
|
5
|
Will post-construction volume or velocity cause increased or significantly increased downstream erosion?
|
sec 2.1.1-2
|
|
6
|
Will project significantly disrupt flows supporting downstream wetland or habitat?
|
sec 2.1.3
|
|
|
Water Quality Protection 2.2
|
|
|
7
|
Will the runoff cause/contribute to an exceedance of receiving water quality objectives, or to a condition of pollution, contamination, or nuisance?
|
sec 2.2.1
sec 2.2.4
|
|
8
|
Will the runoff significantly degrade receiving water quality?
|
sec 2.2.2
|
|
9
|
Have pollutants in stormwater been reduced to the maximum extent practicable?
|
sec 2.2.3
|
|
|
Groundwater Quality Protection 2.3
|
|
|
10
|
Is the infiltration of runoff to ground water controlled to avoid polluting groundwater?
|
sec. 2.3.1-2
|
|
|
PART THREE – Design and BMP Requirements For All Projects
|
Page 8
|
|
11
|
Are the proposed post-construction BMPs appropriate to limit pollution in run-off from the site to the maximum extent practicable (MEP)?
|
Sec 3.1.1
|
|
12
|
Are proposed BMPs appropriate based upon project site factors?
|
sec 3.1.2
|
|
13
|
Are proposed BMPs appropriate based upon the pollutant potential of the project?
|
sec 3.1.3
|
|
14
|
Are proposed BMPs appropriate based upon cost, including maintenance costs?
|
sec 3.1.4
|
|
15
|
Are proposed BMPs appropriate based upon the watershed area of the project ?
|
sec 3.1.5
|
|
16
|
Are proposed BMPs appropriate based upon the environmental impacts of pollution protection ?
|
sec 3.1.6
|
|
|
Performance Requirement for BMPs in Combination 3.2
|
|
|
17
|
Are post-construction BMPs in combination effective to limit increases in run-off and discharges of pollutants from the site to the maximum extent practicable?
|
Sec 3.2.1
|
|
|
Preference for Natural BMPs 3.3
|
|
|
18
|
Are natural BMPs used wherever practicable?
|
sec 3.3.1
|
|
|
Source Control BMPs 3.4
|
|
|
19
|
Have pollutants been properly identified ?
|
sec 3.4.1
|
|
20
|
Are proper "source control" BMPs used to reduce pollution in runoff to the MEP?
|
sec 3.4.1
|
|
21
|
How will slopes and channels be protected from eroding to the MEP?
|
sec 3.4.2
|
|
22
|
Are outdoor materials/trash storage areas properly designed?
|
sec 3.4.3
|
| | Minimize Impervious Surfaces 3.5 | |
|
23
|
Does the project use landscaping to increase infiltration, retention, and slow runoff where feasible?
|
sec 3.5.1
|
|
24
|
Does the project site design maximize infiltration and retention, and minimize impervious surfaces?
|
sec 3.5.1
|
|
|
Buffer Zones 3.6
|
|
|
25
|
Does the project use buffer zones or other buffers for natural water bodies ?
|
sec 3.6.1-2
|
| | Conserve Natural Areas 3.7 | |
|
26
|
Does the project conserve natural areas where practicable?
|
sec 3.7.1
|
|
|
Storm drain tiles and signage 3.8
|
|
|
27
|
Are storm drain inlet tiles and signage included in the project?
|
sec 3.8.1
|
|
|
Additional BMPs where necessary 3.9
|
|
|
28
|
Are additional BMPs needed for the project to meet performance standards?
|
sec 3.9.1
|
|
|
Infiltration BMPs 3.10
|
|
|
29
|
Is the infiltration of runoff to ground water controlled to avoid polluting groundwater?
|
Sec 2.3.2-3
|
|
|
PART FOUR – Additional Design and BMP Requirements for Priority Dev. Projects
|
Page 21
|
|
30
|
Is the project a Priority Development of "SUSMP" project?
|
Sec 4.1
|
|
31
|
Are appropriate structural treatment BMPs included to remove pollutants of concern ?
|
sec 4.2.1
|
|
32
|
Will structural treatment BMPs be installed and operating before discharging post-construction runoff ?
|
sec 4.2.2
|
|
33
|
Are structural treatment BMPs located and sized to infiltrate, filter, or treat the runoff volume or flow indicated on County isopluvial map prepared for this purpose?
|
sec 4.2.3
|
|
34
|
Is use of infiltration BMPs limited by site factors?
|
sec 4.2.4
|
|
|
PART FIVE – Other Requirements
|
Page 24
|
|
|
Discharge prohibitions 5.1
|
|
|
35
|
Will the project cause prohibited discharges of non-storm water?
|
Sec. 5.1
|
|
|
Construction-Phase requirements 5.2
|
|
|
36
|
How will this project protect storm water during construction ?
|
sec 5.2.1
|
|
|
Industrial Facility General Permit Coverage 5.3
|
|
|
37
|
Does this project require an industrial storm water permit?
|
sec 5.3.1
|
|
|
BMP Maintenance 5.4
|
|
|
38
|
How will this project ensure ongoing BMP maintenance?
|
sec 5.4.1
|
|
|
PART SIX – Offsite Alternatives
|
Page 27
|
|
39
|
Is a shared structural treatment BMP proposed or appropriate for the project?
|
Sec 6.1
|
|
40
|
Is a waiver of structural treatment BMP requirements proposed for this project?
|
Sec. 6.2
|