REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep...

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STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION __________________________________________________________ REQUEST FOR PROPOSALS I-15/I-215 Interchange Improvements (Devore) FOR DESIGN AND CONSTRUCTION ON STATE HIGHWAY On I-15 from 0.8 mile south of Glen Helen Parkway UC to 1.4 mile north of Kenwood Ave UC. And On I-215 from 1.2 mile south of Devore Road OC to the I-15 junction DISTRICT 08, ROUTE I-15/I-215 __________________________________________________________ CONTRACT NO. 08-0K7104 08-SBD-I-15 PM 14.0/R16.4, I-215 PM 16.0/17.8 Project ID 08000003664 Federal Aid Project Addendum No. 4 Issued June 21, 2012

Transcript of REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep...

Page 1: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION __________________________________________________________

REQUEST FOR PROPOSALS I-15/I-215 Interchange Improvements (Devore)

FOR DESIGN AND CONSTRUCTION ON STATE HIGHWAY

On I-15 from 0.8 mile south of Glen Helen Parkway UC to 1.4 mile north of Kenwood Ave UC.

And

On I-215 from 1.2 mile south of Devore Road OC to the I-15 junction

DISTRICT 08, ROUTE I-15/I-215

__________________________________________________________

CONTRACT NO. 08-0K7104

08-SBD-I-15 PM 14.0/R16.4, I-215 PM 16.0/17.8

Project ID 08000003664

Federal Aid Project

Addendum No. 4 Issued June 21, 2012

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June 21, 2012 2

Addendum No. 4 CONTRACT NO. 08-0K7104

The Department issues this Addendum No. 4 to inform Proposers of the following changes and corrections to the RFP. BOOK 2 PROJECT REQUIREMENTS

The Book 2, Project Requirements, is modified as indicated by the deletions and additions set forth below.

Section 2 Project Management

Section 2.5.2.2.1 “General” is modified as indicated below:

2.5.2.2.1 General

All Key Personnel will be required to be on-site 100% of the time during activities that involve their areas of responsibility. Key Personnel for the Project shall include the following:

Project Manager,

Quality Manager,

Design Quality Manager,

Construction Quality Manager,

Design Manager,

Construction Manager,

Design Lead Engineer – Roadway (Engineer of record),

Design Lead Engineer – Structure (Engineer of record),

Geotechnical Engineer,

Safety Manager,

Utility Coordinator,

Railroad Coordinator,

Project Scheduler,

Environmental Compliance Manager,

Traffic Manager,

Information Technology Manager..

Section 2.5.2.2.2 “Minimum Requirements of Key Personnel” is modified as indicated below:

2.5.2.2.2 Minimum Requirements of Key Personnel

The following provides a brief job description and minimum requirements of the Key Personnel assigned to the Project. Key Personnel will be evaluated, in part, based on the extent they meet and/or exceed such requirements.

The following provides a brief job description and minimum requirements of the Key Personnel assigned to the Project.

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Addendum No. 4 CONTRACT NO. 08-0K7104

Project Manager

a) Shall be responsible for the overall design, construction, quality control, and Contract administration for the Project. This person shall have full responsibility for the prosecution of the Work, full decision-making and budgetary authority to act on behalf of the Design-Builder and bind the Design-Builder on all matters relating to the Project.

b) Reports directly to the Design-Builder’s Executive Management Committee

c) Responsible for overall design, construction, quality management, and contract administration

d) Act as agent and be a single point of contact in all matters on behalf of the Design-Builder

e) Has authority to bind the Design-Builder on all matters relating to the project

f) Has authority to stop work

g) Must be present (or his/her Approved designee will be present) at the Site at all times that Work is performed

h) Fifteen (15) years experience managing complex infrastructure projects

i) Ten (10) years experience managing the design and construction of major urban freeway projects

j) Five (5) years of project management experience in design-build on major urban freeway projects

k) Recent experience as Project Manager for design and construction of highway projects similar in scope and complexity

l) License as Professional Civil Engineer in California preferred, but not required

Quality Manager

a) Shall be responsible for developing and implementing the Quality Control/Quality Assurance program, responsible for overseeing the day-to-day quality aspect of design, construction and Project management activities including managing the Design-Builder’s workmanship inspections, overseeing Design-Builder’s production testing, and coordinating with the Department’s verification testing and inspection.

b) Shall work independently of the Design and Construction teams, shall not have any production-related responsibilities and report directly to Design-Builder’s Executive Management Committee

c) Design Quality Assurance Manager and Construction Quality Manager shall be different people.

d)c) Shall be assigned full-time to the Project and be on Site during regular business hours whenever any Work is being performed and be available to be on Site within two hours outside of regular business hours

e)d) Reviews contract documents for adherence to quality and testing requirements.

f)e) Shall have the authority to stop any and all Work that does not meet the Contract requirements.

g)f) Recent experience in quality management of design and construction of projects similar in scope and complexity

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Addendum No. 4 CONTRACT NO. 08-0K7104

h)g) Shall have fifteen (15) years of recent experience managing complex infrastructure projects

i)h) Shall have five (5) years of major design-build construction management of major urban freeways,

j)i) Must be a registered Professional Engineer in the State of California

Design Quality Manager

a) Shall report directly to the Design-Builder’s Executive Management Committee,

b) Shall be a licensed Professional Engineer in the State of California now or by the time the first Notice to Proceed is issued,

c) Shall have responsibility for design quality management including overseeing the day-to-day quality aspects of design,

d) Shall be responsible for implementing design related quality planning and training, as well as providing continuous improvement of the Quality Management System,

e) Must demonstrate experience checking plans, calculations, drawings, and other design documents to ensure that they are independently checked,

f) The Design Quality Manager and Construction Quality Manager shall be different people.

g) Shall not be assigned any other duties or responsibilities on the Project,

h) Shall have five (5) years of experience as a design quality assurance manager on a project of similar scope and complexity.

Construction Quality Manager

a) Shall be responsible for overseeing the day-to-day quality aspect of construction including managing the Design-Builder’s workmanship inspections, overseeing Design-Builder’s production testing, and coordinating with the Department’s verification testing and inspection,

b) Shall ensure that all testers have current certifications for the tests they are performing, that all on and off-site field labs have current certifications and that materials incorporated into the work meet the requirements of the contract documents,

c) The Design Quality Manager and Construction Quality Manager shall be different people,

d) Shall report directly to the Design-Builder’s Executive Management Committee,

e) Shall be assigned full-time to the Project and be on Site during regular business hours whenever any construction activities are being performed,

f) Shall not have any production-related responsibilities,

g) Shall have the authority to stop any and all Work that does not meet the Contract requirements,

e) Shall have five (5) years experience as a Construction Quality Manager on a project of similar scope and complexity.

Design Manager

a) Shall be responsible for ensuring that the overall Project design is completed and design criteria requirements are met. The Design Manager must be available to the Department

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Addendum No. 4 CONTRACT NO. 08-0K7104

within 24 hours whenever design activities are being performed, including design activities related to field design changes. The Design manager shall be responsible for design quality management.

b) Shall work under the direct supervision of the Design-Builder’s Project Manager

c) Shall have five (5) years of major design-build project management of major urban freeway systems.

d) Shall have ten (10) years of recent experience in managing the design of complex highway projects

e) Shall have at least five (5) years or preferred ten (10) years of recent experience managing the design of highway projects similar in scope and complexity.

f) Shall have fifteen (15) years of experience managing complex infrastructure projects.

g) Must be a registered Professional Civil Engineer in the State of California now or by the time the initial notice to proceed is issued

Construction Manager

a) Reports directly to the Project Manager

b) Responsible for ensuring that the project is constructed in accordance with the design and project requirements

c) Must be present at the site of work at all times construction is in progress

d) Has authority to stop work

e) License as Professional Civil Engineer in California preferred but not required

f) Fifteen (15) years of experience managing complex infrastructure projects

g) Ten years (10) experience managing the construction of major urban freeway systems

h) Five (5) years of major design-build construction management of major urban freeways

Design Lead Engineer – Roadway (Engineer of Record):

a) Reports directly to the Design Manager

b) Engineer of Record for the roadway design

c) Responsible for ensuring that the roadway design is completed and Caltrans design criteria are met

d) Responsible for following the Quality Control processes and activities

e) Must be present at all review and design coordination meetings

f) Minimum of ten (10) years of recent experience as Engineer of Record and in design of roadway on the California State Highway System

g) Minimum of ten (10) years of recent experience in the design of roadways in major urban freeway systems similar in scope and complexity

h) Must have a license as Professional Civil Engineer in California

Design Lead Engineer – Structures (Engineer of Record)

a) Reports directly to the Design Manager

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Addendum No. 4 CONTRACT NO. 08-0K7104

b) Engineer of Record for the structure design

c) Responsible for following the Quality Control processes and activities

d) Responsible for ensuring that the structure design is completed and Caltrans design criteria are met

e) Must be present at all review and design coordination meetings

f) Ten (10) years experience as Engineer of Record in the design of long-span bridges structures similar in scope and complexity on the California State Highway System

g) Minimum of ten (10) years experience as Engineer of Record in the design of large complex bridge structures – segmental bridges and/or steel bridges on the California State Highway System

h) Minimum ten (10) years bridge design and seismic design experience on California State Highway System

i) Must have a license as Professional Civil Engineer in California

Geotechnical Engineer

a) Reports directly to the Design Manager

b) Responsible for geotechnical investigations and reports

c) Minimum fifteen (15) years ten (10) of which in California of recent experience in deep foundation design including large pipe piles, drilled shafts, monitoring drilled shaft construction, drilled shaft load testing criteria and analysis, spread footings, and settlement

d) Must have a license as Civil Engineer or Geotechnical Engineer in California

Safety Manager

a) Must not be under the direct supervision of construction personnel and will report directly to Design-Builder’s Project Manager

b) Shall be assigned to the Project full time and will be required to be on site for the duration of the Project

c) Shall have the authority to stop any and all Work when unsafe conditions are present

d) Shall have ten (10) years experience managing complex infrastructure projects.

e) Shall have five (5) years of construction safety management experience in implementing and managing safety programs and maintaining compliance with safety regulations during construction activities on major urban freeways.

f) Must be familiar with work zone safety regulations and must have at least five (5) years of recent experience working in roadway work zone safety and OSHA (Cal-OSHA) regulations

Utility Coordinator

a) Available during project design for utility design coordination. Required to be on-site during underground operations, utility relocations

b) Responsible for coordination of utility, and permitting requirements of the Design-Builder and for ensuring that utility, and permitting issues are resolved prior to start of construction work

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Addendum No. 4 CONTRACT NO. 08-0K7104

c) Ten (10) years of experience with complex infrastructure projects

d) Five (5) years of management of utility function on major urban freeways

Railroad Coordinator

a) Responsible for coordination of railroad requirements of the Design-Builder and for ensuring that railroad issues are resolved prior to start of construction work

b) Ten years (10) of experience with complex infrastructure projects with direct management of railroad function

c) Five years (5) of management of railroad function on major urban freeways

Project Scheduler

a) Works directly for the Design-Builder

b) Fifteen (15) years experience in scheduling complex infrastructure projects

c) Five years (5) experience of schedule management on major urban freeways

Environmental Compliance Manager

a) Previous experience on more than one project, which required substantial coordination with Army Corps of Engineers, California State Regional Water Quality Control Board, California Department of Fish and Game (including preparation of permit applications), implementing measures addressing impacts to threatened and endangered species, implementing measures addressing impacts to waters, and implementing measures addressing cultural and paleontological resources (including on-site monitoring related to all of the above)

b) Experience on multiple projects requiring implementation of measures to address air quality, noise, and hazardous waste compliance requirements

c) Previous experience developing measures to satisfy Section 401, 404, and 1602 requirements as identified by corresponding Resource Agency, pertinent to issuance of same

Traffic Manager

a) Shall be assigned full time to implement, manage, and oversight the Traffic Management Plan for the Project, and serve at Design-Builder‘s point of contact for all TMP-related issues

b) Must be familiar with the California MUTCD and with Caltrans‘ standards

c) Five (5) years recent experience managing similar type of projects

d) Registered Professional Civil Engineer in the State of California now or by the time the notice to proceed is issued is preferred, but not required

Information Technology Manager

a) Reports directly to the Design-Builder Project Manager,

b) Responsible for installing and maintaining computer hardware, software and networks,

c) Acts as a single point of contact for Department Information Technology to coordinate the acquisition, deployment, maintenance and disposal of information technology equipment,

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Addendum No. 4 CONTRACT NO. 08-0K7104

d) Responsible for the implementation and maintenance of the Document Control System,

e) Responsible for the security and management of project information.

Section 4 Environmental Compliance Replace Exhibit 4-A “Environmental Commitment Record” with the revised Exhibit 4-B attached to this addendum.

Section 6 Utilities Section 6.3.6.1 “Utility Work Which Shall Be Avoided” is modified as indicated below.

6.3.6.1 Utility Work Which Shall Be Avoided

The Design-Builder shall avoid Utility Work and protect in place the following utilities shown on the Utility Plan Sheets:

All Utilities shown on I-15 south of Devore OH (Br. No. 54-818),

The 14-inch Kinder Morgan pipeline within the project limits. Requirements for working near Kinder Morgan facilities are included in the RID. The Design-Builder shall contact Kinder Morgan for the most current requirements for working near a Kinder Morgan facility. It should be noted that protecting this utility in place may require a retaining wall near where the Utility follows the ‘CD’ Line,

All Utilities in Cajon Blvd north of 'CAJ' Station 79101+00, except for adjustments to manholes and utility boxes,

All Utilities in Kenwood Boulevard, expect for adjustments to manholes and utility boxes,

The Southern California Gas 36-inch line crossing I-15 near 'A4' Station 28+00, except to extend casings,

The Southern California Edison overhead line crossing I-15 near 'A4' Station 37+00,

All underground Utilities in existing Dement Street except the 4-inch fiber optic line owned by Verizon Business (left side of existing street) and any casing extensions.

Section 6.3.6.4 “San Bernardino Municipal Water Department” is added as indicated below.

6.3.6.4 San Bernardino Municipal Water Department

The relocation of the 16-inch water line owned by San Bernardino Municipal Water Department (SBMW) between 'CAJ' Stations 57+00 and 79+00 shall be designed and constructed by the Design-Builder. This Utility shall be relocated within the new Cajon Blvd within the limits specified. The Design-Builder will coordinate with SBMW to determine the SBMW's specific requirements for design and construction of the relocation. The Contract Price of the Project shall include all costs, excluding Betterments, associated with the relocation of the Utility within the limits specified. The Design-Builder shall provide the Department with a lump sum estimate for the costs associated with this relocation, excluding Betterments, within 90 days of NTP1.

Section 6.3.6.5 “Devore Water Company” is added as indicated below.

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Addendum No. 4 CONTRACT NO. 08-0K7104

6.3.6.5 Devore Water Company

The relocation of Devore Water Company (DWC) Utilities shall be designed by the Design-Builder. The Design-Builder will coordinate with DWC to determine DWC’s specific requirements for design. A preliminary drawing of the required relocation is included in the RID. The Contract Price of the Project shall include all costs for the design of this relocation. The Design-Builder shall provide the Department with a lump sum estimate for the costs associated with the design of this relocation within 90 days of NTP1.

Replace Exhibit 6-B “Utility Tracking Report” with the revised Exhibit 6-B attached to this addendum.

Section 7 Right of Way Section 7.5.1 “Construction Easements” is modified as indicated below.

7.5.1 Easements

7.5.1.1 Construction Easements

The Design-Builder shall include in the Preliminary Master Design Submittal all Construction Easements necessary for construction of the Project. The Preliminary Master Design Submittal shall identify the Construction Easements sought and shall include drawings depicting proposed construction limits and cross-sections. Any additional Construction Easements identified after the Preliminary Master Design Submittal will be acquired at the Design-Builder cost, excluding Construction Easement required for utility relocation. Payment for additional Construction Easements shall be made by the Department and deducted from the Design-Builder’s monthly progress payment.

The Department will be responsible for the acquisition activities of all Construction Easements for the Project, including additional Construction Easements identified after the Preliminary Master Design Submittal.

Acquisition of Construction Easements could take up to 24 calendar months from the time the written notification is submitted by the Design-Builder. Schedule implications associated with the acquisition of Construction Easements shall be the responsibility of the Design-Builder.

Section 7.5.1.2 “Utility Easements” is added as shown below.

7.5.1.2 Utility Easements

The Design-Builder shall coordinate with the Department and utility owners to assist in identifying the location of utility replacement easements.

The Department will be responsible for the acquisition activities of all utility easements for the Project, including additional utility easements identified after the Preliminary Master Design Submittal. The Department and utility owner will identify the utility easements after conflict maps are received from the Design-Builder.

Acquisition of additional utility easements could take up to 22 calendar months from the time Department approved relocation plans are approved by the Design-Builder. Schedule implications associated with the acquisition of utility easements shall be the responsibility of the Design-Builder.

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Addendum No. 4 CONTRACT NO. 08-0K7104

Utility easements shown on the R/W Work Map will be acquired by the date referenced in Book 2 Section 7 7.1.

Section 13 Structures Section 13.2.7 “Bridge Deck” is modified as indicated below:

13.2.7 Bridge Deck

Final bridge deck shall be cast-in-placed concrete. Precast concrete deck panels can only be used as stay-in-place forms for precast concrete girders.

Bridge decks that require treatment shall be cleaned and treated with high molecular weight methacrylate.

The Design-Builder will be required to check the live load capacity of existing bridges that require overlays. Overlays on existing bridge decks shall be polyester concrete. Asphalt concrete is not allowed for bridge deck overlays.

The closure pour width shall be constant throughout the length of the bridge. For the widened structures, the spacing between the existing girder and the first new girder shall be 50% or less of the spacing between the new adjacent girders on the widened portion.

Section 13.2.13 “Inspection and Maintenance Access” is modified as indicated below:

13.2.13 Inspection and Maintenance Access

The design shall allow all new and widened portions of the bridge superstructures, joints, and bearings to be accessible for long-term inspection and maintenance. Box structures, cast-in-place concrete, or concrete segmental box girders shall be designed with a minimum inside depth of 4’ to facilitate interior inspection.

Section 13.2.18 “Foundation Design” is modified as indicated below:

13.2.18 Foundation Design

The Design-Builder shall perform geotechnical investigations at the bridge site and produce Geotechnical Design Reports (GDRs) and Foundation Reports (FRs). Foundation type, capacity, estimated lengths, and bottom elevations shall be determined by the Design-Builder in accordance with the Geotechnical Report for the structure. Analysis shall include bearing capacities, factors of safety and an estimate of total and anticipated differential settlement for each structure. The final foundation design for each structure will be based on the approved Final Foundation Reports. The Preliminary Foundation Reports, Geotechnical Design Reports and Foundation Reports shall conform to Section 8, “Geotechnical”.

Bridge Abutments and bent/columns shall be supported on pile foundations. Each bridge/structure shall have the same type of pile foundations (Group piles, Type I, or Type II shaft) at all bents.

Column and Pile transverse reinforcement requirements shall comply with Exhibit 13-C “Transverse Reinforcement Requirements for Columns and Piles”

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Addendum No. 4 CONTRACT NO. 08-0K7104

Add Exhibit 13-C “Transverse Reinforcement Requirements for Columns and Piles” attached to this addendum.

Section 16 Signing, Pavement Marking, Signalization and Lighting

Section 16.2.8 “Certification Requirements” is modified as indicated below:

16.2.8 Certification Requirements

Design-Builder shall have an Electrical Engineer or a registered Civil Engineer with a minimum of 5 years electrical design experience on the California State Highway System.

Section 17 Intelligent Transportation Systems

Section 17.2.6 “Certification Requirements” is modified as indicated below:

17.2.6 Certification Requirements

The Design-Builder shall have an Electrical Engineer or a registered Civil Engineer with a minimum of 5 years electrical design experience on the California State Highway System.

The Design-Builder shall coordinate with the METS lab to coordinate the inspection of Electrical equipment and all pole standards.

Section 23 Ramp Metering

Section 23.2.8 “Certification Requirements” is modified as indicated below:

23.2.8 Certification Requirements

The Design-Builder shall have an Electrical Engineer or a registered Civil Engineer with a minimum of 5 years electrical design experience on the California State Highway System.

The Design-Builder shall perform all laboratory testing at a Department certified and approved lab and an AMRL-accredited facility for material tests required by this section. All material testers are to be certified for the materials they are testing. The design builder shall also coordinate with Caltrans METS lab for inspection of Electrical equipment and all pole standards

REFERENCE INFORMATION DOCUMENTS (RID) See revised RID Index for a list of provided Reference Information Documents in the Data Room.

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nviro

nmen

tal A

sses

smen

t

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

co

nstr

uctio

n.

relo

catio

n ef

fort

s as

ne

cess

ary.

Tra

ffic

an

d T

ran

spo

rtat

ion

/Bic

ycle

an

d P

edes

tria

n F

acili

ties

TR

-1 P

rior

to t

he c

omm

ence

men

t of

any

con

stru

ctio

n, t

he d

esig

n-b u

ilder

sh

all

prep

are

a T

raffi

c M

anag

emen

t P

lan

per

the

Dep

artm

ent’s

re

quire

men

ts,

incl

udin

g: a

com

mun

ity o

utre

ach

prog

ram

, m

edia

bu

lletin

s,

appr

opria

te

sign

ing,

ad

here

nce

to

dust

co

ntro

l re

stric

tions

, av

oida

nce

of

traf

fic

rest

rictio

ns

durin

g pe

ak

trav

el

per

iods

, co

nstr

uctio

n zo

ne

enha

nced

en

forc

emen

t (p

rovi

ded

by

the

C

alifo

rnia

H

ighw

ay

Pat

rol),

em

erge

ncy

resp

onse

, an

d co

ordi

natio

n of

w

ork

as

nece

ssar

y w

ith

any

othe

r ro

adw

ay p

roje

cts

in t

he v

icin

ity.

In

part

icul

ar,

the

TM

P

shal

l en

sure

th

at

emer

genc

y re

spon

ders

ha

ve

adeq

uate

ac

cess

du

ring

all

phas

es

of

cons

truc

tion,

an

d sh

all

prov

ide

for

emer

genc

y co

ntac

t po

ints

be

twee

n th

e co

nstr

uctio

n en

gine

er

and

all

emer

genc

y re

spon

ders

. T

he T

MP

sha

ll al

so

incl

ude

mea

sure

s to

pre

serv

e th

e

2.5-

85

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Tra

ffic

Man

agem

ent

Dur

ing

Des

ign-

Bui

ld

Page 14: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-3

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

vi

abili

ty o

f I-

15 a

s a

heav

y ha

ul

rout

e du

ring

cons

truc

tion

to t

he

degr

ee f

easi

ble,

and

will

ide

ntify

m

easu

res

to c

oord

inat

e w

ith t

he

heav

y ha

ul in

dust

ry.

TR

-2 T

he p

roje

ct w

ill n

ot u

tiliz

e K

enw

ood

Ave

nue

nort

h o

f th

e I-

15 n

orth

boun

d ra

mps

, or

Dev

ore

Roa

d no

rth

of

the

I-21

5

nort

hbou

nd

ram

ps

as

a de

tour

ro

ute

durin

g an

y pa

rt

of

the

cons

truc

tion

of

this

pr

ojec

t. A

dditi

onal

ly,

cons

truc

tion

haul

tr

ucks

will

be

rout

ed a

way

fro

m

cong

este

d st

reet

s an

d se

nsiti

ve

area

s.

2.5-

86

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Tra

ffic

Man

agem

ent

Dur

ing

Des

ign-

Bui

ld

TR

-3

The

de

sign

sh

all

inco

rpor

ate

spec

ific

new

sig

nage

di

rect

ing

mot

oris

ts

to

Ken

woo

d

Ave

nue

from

no

rthb

ound

I-

15

and

I-21

5.

2.5-

86

Des

ign

Bui

lder

Dis

tric

t D

esig

n /

Res

iden

t E

ngin

eer

/ D

istr

ict

Tra

ffic

Man

agem

ent

Dur

ing

Des

ign-

Bui

ld

TR

-4 I

f th

e pr

ojec

t re

quire

s th

e cl

osur

e of

th

e lo

cal

serv

ice

inte

rcha

nges

at

G

len

Hel

en

Par

kway

, D

evor

e R

oad,

or

K

enw

ood

Ave

nue

for

mor

e th

an

ten

days

, th

en

a ra

mp

clos

ure

stud

y m

ust

be c

ompl

eted

dur

ing

the

desi

gn- b

uild

ph

ase.

T

he

Dep

artm

ent

will

en

sure

im

plem

enta

tion

of a

ny m

easu

res

2.5-

86

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Tra

ffic

Man

agem

ent

/ D

istr

ict

Env

ironm

enta

l P

lann

ing

Dur

ing

Des

ign-

Bui

ld

Page 15: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-4

I-1

5/I-2

15 In

terc

hang

e Im

prov

emen

ts P

roje

ct In

itial

Stu

dy/E

nviro

nmen

tal A

sses

smen

t

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

re

sulti

ng fr

om s

uch

stud

ies.

Vis

ual

/Aes

thet

ics

V-1

Har

dsur

face

Pla

n: A

pla

n to

im

plem

ent

reta

inin

g an

d so

und

wal

ls,

med

ians

, an

d ot

her

aest

hetic

ha

rdsc

ape

will

be

in

corp

orat

ed i

nto

the

final

des

ign

of t

he p

roje

ct c

onsi

sten

t w

ith t

he

appl

icab

le

goal

s an

d po

licie

s ar

ticul

ated

in

the

San

Ber

nard

ino

Cou

nty

and

City

of

S

an

Ber

nard

ino

Gen

eral

P

lans

, as

w

ell

as t

hose

in

the

Gle

n H

elen

S

peci

fic P

lan,

incl

udin

g:

2.6-

62

Des

ign

Bui

lder

Dis

tric

t D

esig

n /

Res

iden

t E

ngin

eer

/ La

ndsc

ape

Arc

hite

ctur

e

Dur

ing

Des

ign-

Bui

ld

V-1

-a

Sou

nd a

nd r

etai

ning

wal

ls

will

be

heav

ily t

ext

ured

(su

ch a

s fr

actu

red

rib

or

split

- fac

e)

to

min

imiz

e vi

sual

im

pact

s of

mas

s.

Sur

face

s fa

cing

pu

blic

us

e w

ill

inco

rpor

ate

wal

l ca

p an

d pa

nel

deta

iling

to

sc

ale

elem

ents

to

ad

jace

nt

feat

ures

, an

d si

te-

spec

ific

aest

hetic

fea

ture

s (lo

cal

or

hist

oric

re

fere

nces

) to

m

inim

ize

com

mun

ity

impa

ct

by

enha

ncin

g th

e re

gion

al “

sens

e of

pl

ace.

” S

ound

and

ret

aini

ng w

alls

in

hi

stor

ic/c

ultu

ral

impa

ct

area

s w

ill

incl

ude

a ra

nge

of

m

inim

izat

ion

tech

niqu

es

not

limite

d to

: se

t ba

ck w

ith p

lant

ing

2.6-

62

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e

Dur

ing

Des

ign-

Bui

ld

Page 16: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-5

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

at

roa

d ed

ge,

terr

acin

g, b

atte

red

(non

-ver

tical

) re

tain

ing

wal

ls,

and

colo

ring

to

dupl

icat

e ad

jace

nt

nativ

e so

il.

V-1

-b

Slo

pe

pavi

ng

will

in

clud

e te

xtur

al

elem

ents

w

ith

patt

ern

linki

ng

wal

l tr

eatm

ents

to

m

inim

ize

visu

al

impa

cts

of

disr

uptio

n of

vie

wsh

ed e

lem

ents

an

d lin

k pa

ved

elem

ents

in

to

exis

ting

feat

ures

.

2.6-

62

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e

Dur

ing

Des

ign-

Bui

ld

V-1

-c

Gor

e pa

ving

w

ill

inco

rpor

ate

cont

rast

ing

pavi

ng

trea

tmen

t bo

th

as

a sa

fety

fe

atur

e an

d as

a

min

imiz

atio

n m

easu

re t

o re

duce

vis

ual

mas

s of

pro

pose

d pa

ving

are

as.

2.6-

62

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e

Dur

ing

Des

ign-

Bui

ld

V-1

-d

Med

ian

barr

iers

, w

here

ap

prop

riate

and

app

rove

d by

the

D

epar

tmen

t ,

will

in

corp

orat

e an

em

boss

ed

patt

ern

or

“logo

” to

m

inim

ize

visu

al i

mpa

ct o

f m

ass

hard

surf

ace

resu

lting

fr

om

med

ian

infil

l an

d lo

ss o

f cu

rren

t te

xtur

al

varie

ty

of

natu

ral

eart

h m

edia

n.

The

em

boss

ed

patte

rn

will

not

be

cont

inuo

us a

nd w

ill b

e

appl

ied

to

bet w

een

20

%

and

25

% o

f th

e ne

w m

edia

n ba

rrie

rs

cons

truc

ted.

B

ackg

roun

d fo

r th

e pa

tter

ned

area

s w

ill b

e th

at o

f th

e

2.6-

62

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e

Dur

ing

Des

ign-

Bui

ld

Page 17: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-6

I-1

5/I-2

15 In

terc

hang

e Im

prov

emen

ts P

roje

ct In

itial

Stu

dy/E

nviro

nmen

tal A

sses

smen

t

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

75

%

to

80%

of

th

e re

mai

ning

m

edia

n ba

rrie

rs c

onst

ruct

ed.

V-2

H

ighw

ay

Pla

ntin

g:

All

mea

sure

s ne

cess

ary

to a

ddre

ss

the

pote

ntia

l vi

sual

/aes

thet

ic

impa

cts

resu

lting

fro

m t

he I

-15/

I-21

5 In

terc

hang

e Im

prov

emen

ts

proj

ect

will

be

fu

nded

an

d co

nstr

ucte

d as

pa

rt

of

the

road

way

co

nstr

uctio

n pr

ojec

t. R

eveg

etat

ion

mea

sure

s be

low

w

ill

add

ress

vi

sual

/aes

thet

ic

impa

cts

and

be im

plem

ente

d in

a

man

ner

that

is

co

nsis

tent

w

ith

cons

trai

nts

and

othe

r re

quire

men

ts

rela

ted

to

the

biol

ogic

al a

nd c

ultu

ral

reso

urce

s w

ithin

the

pro

ject

are

a. M

easu

res

will

be

pro

vide

d a

t th

e fo

llow

ing

lo

catio

ns:

2.6-

62

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t C

ultu

ral S

tudi

es

Dur

ing

Des

ign-

Bui

ld

V-2

-a

All

grad

ed

slop

es

will

be

re

vege

tate

d so

tha

t m

atur

e (n

on-

pion

eer)

sp

ecie

s co

ver

is

esta

blis

hed.

Pla

ntin

g w

ill b

e si

te-

spec

ific

and

vary

ac

cord

ing

to

slop

e as

pect

an

d el

evat

ion.

T

empo

rary

irr

igat

ion

as

nece

ssar

y to

est

ablis

h pl

antin

g is

co

nsid

ered

pa

rt

of

this

re

vege

tatio

n pl

antin

g.

Rev

eget

atio

n w

ill b

e re

quire

d fo

r al

l di

stur

bed

grou

nd

as

wel

l as

2.6-

63

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t C

ultu

ral S

tudi

es

Dur

ing

Des

ign-

Bui

ld

Page 18: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-7

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

gr

aded

slo

pes,

to

rest

ore

visu

al

unity

of

the

site

and

int

egrit

y of

th

e se

tting

.

V-2

-b A

t D

evor

e R

oad/

I-21

5 an

d at

K

enw

ood/

I-15

, pl

antin

g w

ill

supp

lem

ent

Har

dsur

face

P

lan

elem

ents

an

d pr

ovid

e ap

prop

riate

pl

antin

g at

co

mm

unity

en

trie

s.

Pla

ntin

g w

ill

min

imiz

e vi

sual

an

d co

mm

unity

im

pact

s of

the

incr

ease

d sc

ale

of

the

adja

cent

in

terc

hang

e,

and

prov

ide

buff

erin

g to

re

tain

th

e ex

istin

g ru

ral s

ettin

g. P

lant

ing

will

be

site

spe

cific

and

will

link

to

the

adja

cent

nat

ive

land

scap

e.

2.6-

63

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t B

iolo

gist

/

Dis

tric

t M

aint

enan

ce

Dur

ing

Des

ign-

Bui

ld

V-2

-c A

long

the

nor

thbo

und

truc

k cl

imbi

ng

lane

, pl

antin

g w

ill

min

imiz

e vi

sual

im

pact

s of

th

e fr

eew

ay

wid

enin

g th

at

wou

ld

occu

r un

der

the

proj

ect.

Pla

ntin

g w

ill

be

prov

ided

to

re

duce

ad

jace

nt

owne

rs’

aw

aren

ess

of

the

adja

cent

inte

rcha

nge.

2.6-

63

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t B

iolo

gist

/

Dis

tric

t M

aint

enan

ce

Dur

ing

Des

ign-

Bui

ld

V-2

-d

Are

as

adja

cent

to

br

idge

an

d w

all e

lem

ents

will

be

plan

ted

to m

inim

ize

the

incr

ease

d sc

ale

of

built

el

emen

ts.

Nat

ive

tree

m

assi

ng,

appr

opria

te

to

each

sp

ecifi

c lo

catio

n,

will

be

im

plem

ente

d ut

ilizi

ng

tem

pora

ry

2.6-

63

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t B

iolo

gist

/

Dis

tric

t M

aint

enan

ce

Dur

ing

Des

ign-

Bui

ld

Page 19: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-8

I-1

5/I-2

15 In

terc

hang

e Im

prov

emen

ts P

roje

ct In

itial

Stu

dy/E

nviro

nmen

tal A

sses

smen

t

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

irr

igat

ion,

to

min

imiz

e lo

cal

visu

al

impa

cts.

V-2

-e S

torm

wat

er e

lem

ents

(i.e

., sw

ales

, ba

sins

) w

ill b

e ad

dre

ssed

as

in

tegr

ated

el

emen

ts

of

the

reve

geta

tion

plan

ting.

A

s ap

prov

ed b

y th

e D

epar

tmen

t, rip

-ra

p an

d ot

her

cons

truc

ted

elem

ents

will

be

colo

red

to m

atch

na

tive

soil

to

min

imiz

e vi

sual

in

trus

ion.

Gra

ding

of

basi

ns w

ill

min

imiz

e th

eir

visu

al i

mpa

cts

by

bein

g de

sign

ed to

pre

sent

a “

not

man

- mad

e ap

pear

ance

,”

mim

icki

ng n

atur

al la

nd fo

rms.

2.6-

63

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t B

iolo

gist

/

Dis

tric

t S

torm

wat

er

/ D

istr

ict

Mai

nten

ance

Dur

ing

Des

ign-

Bui

ld

V-3

Li

ght

and

Gla

re:

Ligh

ting

fix

ture

s w

ill

be

sele

cted

to

m

inim

ize

glar

e on

ad

jace

nt

prop

ertie

s an

d in

to t

he n

ight

sky

. Li

ghtin

g w

ill

be

shie

lded

w

ith

non-

glar

e ho

ods

an

d fo

cuse

d w

ithin

th

e fr

eew

ay

right

-of-

way

. T

he li

ghtin

g pl

an w

ill b

e r

evie

we

d

and

appr

oved

by

the

Dep

artm

ent

and

the

Cou

nty

and

the

City

of

San

B

erna

rdin

o,

as

appl

icab

le,

prio

r to

co

nstr

uctio

n to

en

sure

co

mpl

ianc

e w

ith

thes

e cr

iteria

. In

crea

sed

glar

e fr

om

prop

osed

w

alls

, st

ruct

ures

and

pav

emen

ts

will

be

m

inim

ized

by

m

easu

res

2.6-

63

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t B

iolo

gist

/

Dis

tric

t M

aint

enan

ce

Dur

ing

Des

ign-

Bui

ld

Page 20: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-9

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

id

entif

ied

in V

-1 a

nd V

-2.

V-4

Gra

ding

: S

lope

s, p

artic

ular

ly

thos

e ab

uttin

g un

dist

urbe

d ar

eas,

w

ill

incl

ude

cont

our

grad

ing,

ea

sing

al

l ed

ges

and

slop

e ro

undi

ng (

Dep

art

men

t’s H

ighw

ay

Des

ign

Man

ual 3

04.4

and

109

.3),

an

d w

here

nec

essa

ry,

addi

tiona

l rig

ht-o

f-w

ay

to

achi

eve

it.

Con

tour

gr

adin

g

and

slop

e

roun

ding

w

ill

be

prov

ided

to

m

inim

ize

the

visu

al

impa

cts

of

disr

upte

d gr

aded

slo

pes

agai

nst

exis

ting

land

form

s an

d to

ad

dres

s im

pact

s to

uni

ty b

etw

een

na

tive

surr

ound

ings

and

gra

ded

area

s.

2.6-

64

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

V-5

S

truc

ture

s:

Arc

hite

ctur

al/

aest

hetic

tre

atm

ent

of b

ridge

s w

ill

addr

ess

the

I-15

/I-21

5 In

terc

hang

e as

a

uniq

ue

and

vi

vid

visu

al a

sset

. S

truc

ture

s w

ill

incl

ude

shap

e an

d te

xtur

al

elem

ents

as

ap

prop

riate

to

lin

k th

em

to

adja

cent

H

ards

urfa

ce

Pla

n el

emen

ts.

Gird

ers

and

barr

iers

w

ill

inco

rpor

ate

sim

ilar

unify

ing

trea

tmen

ts.

Sup

port

fo

r lig

htin

g an

d si

gnag

e w

ill

inco

rpor

ate

linki

ng

elem

ents

of

th

e ba

se o

r th

e po

le i

tsel

f to

the

ov

eral

l st

ruct

ure.

T

hese

2.6-

64

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ S

truc

tura

l D

esig

n/

Land

scap

e A

rchi

tect

ure

/ D

istr

ict

Cul

tura

l Stu

dies

Dur

ing

Des

ign-

Bui

ld

Page 21: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-1

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

tr

eatm

ents

will

add

ress

the

vis

ual

impa

cts

of

the

prop

osed

st

ruct

ures

by

in

tegr

atin

g its

el

emen

ts

into

a

visu

ally

un

ified

st

ruct

ure

linke

d in

to s

urro

undi

ng

grou

nd t

reat

men

ts.

Cu

ltu

ral R

eso

urc

es

CR

-1

If

cultu

ral

mat

eria

ls

are

disc

over

ed

durin

g co

nstr

uctio

n,

all

eart

h-m

ovin

g ac

tivity

w

ithin

an

d ar

ound

th

e im

med

iate

di

scov

ery

area

w

ill

be

dive

rted

un

til a

qua

lifie

d ar

chae

olog

ist

can

asse

ss

the

natu

re

and

sign

ifica

nce

of t

he f

ind.

2.7-

5

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Cul

tura

l S

tudi

es

Dur

ing

Des

ign-

Bui

ld

CR

-2

If

hum

an

rem

ains

ar

e di

scov

ered

, S

tate

H

ealth

an

d S

afet

y C

ode

Sec

tion

7050

.5

stat

es

that

fu

rthe

r di

stur

banc

es

and

activ

ities

sha

ll ce

ase

in a

ny

area

or

near

by a

rea

susp

ecte

d to

ov

erlie

rem

ains

, an

d th

e C

ount

y C

oron

er

cont

acte

d.

Pur

suan

t to

P

ublic

Res

ourc

es C

ode

Sec

tion

5097

.98,

if

the

rem

ains

ar

e th

ough

t to

be

N

ativ

e A

mer

ican

, th

e co

rone

r w

ill n

otify

the

Nat

ive

Am

eric

an

Her

itage

C

omm

issi

on

(NA

HC

) w

ho w

ill t

hen

notif

y th

e M

ost

Like

ly

Des

cend

ent

(MLD

).

At

this

tim

e,

the

pers

on

who

2.7-

6

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Cul

tura

l S

tudi

es

Dur

ing

Des

ign-

Bui

ld

Page 22: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-11

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

di

scov

ered

th

e re

mai

ns

will

co

ntac

t th

e D

istr

ict

8, D

ivis

ion

of

Env

ironm

enta

l P

lann

ing,

G

abrie

lle D

uff,

DE

BC

: (9

09)

383-

6933

, an

d G

ary

Jone

s,

DN

AC

: (9

09)

383-

7505

, so

tha

t th

ey m

ay

wor

k w

ith

the

MLD

on

th

e re

spec

tful

trea

tmen

t an

d di

spos

ition

of

th

e re

mai

ns.

Fur

ther

pr

ovis

ions

of

P

RC

50

97.9

8 ar

e to

be

fo

llow

ed

as

appl

icab

le.

CR

-3

Arc

haeo

logi

cal

and

trib

al

mon

itors

sha

ll be

pre

sent

dur

ing

gr

ubbi

ng a

nd c

lear

ing

activ

ity i

n th

e ar

eas

surv

eyed

in

th

e S

uppl

emen

tal

HP

SR

. In

th

e ev

ent

that

ad

ditio

nal

cultu

ral

depo

sits

ar

e un

cove

red

durin

g

grub

bing

and

cle

arin

g op

erat

ions

, th

e ar

chae

olog

ical

mon

itor

shal

l be

em

pow

ered

to

halt

or d

iver

t w

ork

in

the

vici

nity

of

th

e fin

d un

til t

he a

rcha

eolo

gist

is

able

to

dete

rmin

e th

e na

ture

an

d th

e si

gnifi

canc

e of

the

dis

cove

ry.

2.7-

6

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Cul

tura

l S

tudi

es

Dur

ing

Des

ign-

Bui

ld

Hyd

rolo

gy

and

Flo

od

pla

in

FP

-1

Dur

ing

desi

gn-b

uild

, al

l ap

plic

able

coo

rdin

atio

n w

ith S

an

Ber

nard

ino

Cou

nty

De

part

men

t of

P

ublic

W

orks

F

lood

C

ontr

ol

2.8-

8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Hyd

raul

ics

/ D

istr

ict D

esig

n

Dur

ing

Des

ign-

Bui

ld

Page 23: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-1

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

D

ivis

ion

shal

l oc

cur

incl

udin

g ob

tain

ing

an

encr

oach

men

t pe

rmit

as r

equi

red

prio

r to

wor

k w

ithin

the

ir rig

ht-o

f-w

ay.

FP

-2

Dur

ing

desi

gn-b

uild

, th

e ag

ency

sh

all

ensu

re

that

th

e pr

ojec

t en

gine

er p

repa

res

a F

inal

Lo

catio

n H

ydra

ulic

S

tudy

(L

HS

) ba

sed

on

an

upda

ted

hydr

aulic

m

odel

fo

r C

able

C

reek

. In

ad

ditio

n, a

det

aile

d su

rvey

of

the

exis

ting

cree

k w

ill b

e pe

rfor

med

to

de

term

ine

actu

al

as-b

uilt

cond

ition

s.

The

re

sults

of

th

e su

rvey

w

ill

be

inco

rpor

ated

in

to

an

upda

ted

hydr

aulic

mod

el f

or

both

ex

istin

g an

d pr

opos

ed

cond

ition

s.

2.8-

8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict H

ydra

ulic

s

Dur

ing

Des

ign-

Bui

ld

The

ab

ove

m

easu

re

only

ap

plie

d to

A

ltern

ativ

es

2 an

d 5

beca

use

Alte

rnat

ive

3A

was

se

lect

ed

as

the

Pre

ferr

ed

Alte

rnat

ive,

th

is

mea

sure

is

no

lo

nger

ap

plic

able

to

th

e pr

ojec

t.

Wat

er Q

ual

ity

and

Sto

rm R

un

off

WQ

-1 C

ompl

y w

ith t

he p

rovi

sion

s of

th

e N

atio

nal

Pol

luta

nt

Dis

char

ge

Elim

inat

ion

Sys

tem

(N

PD

ES

) P

erm

it,

Sta

tew

ide

S

torm

Wat

er P

erm

it an

d W

aste

D

isch

arge

Req

uire

men

ts (

WD

Rs)

fo

r th

e D

epar

tmen

t’s O

rder

N

o.

99-0

6-D

WQ

, N

PD

ES

N

o.

CA

S00

0003

, an

d an

y su

bseq

uent

per

mit

as t

hey

rela

te

to

cons

truc

tion

activ

ities

fo

r th

e

2.9-

20

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict S

torm

Wat

er

Dur

ing

Des

ign-

Bui

ld

Page 24: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-13

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

pr

ojec

t. T

his

will

in

clud

e su

bmis

sion

of

a N

otic

e of

Int

ent

(NO

I)

to

the

Sta

te

Wat

er

Res

ourc

es C

ontr

ol B

oard

at

leas

t 14

da

ys

prio

r to

th

e st

art

of

cons

truc

tion

whi

ch

incl

udes

pr

epar

atio

n an

d im

plem

enta

tion

of

a S

torm

W

ater

P

ollu

tion

Pre

vent

ion

Pla

n (S

WP

PP

),

and

subm

issi

on

of

a N

otic

e of

T

erm

inat

ion

(NO

T)

to

the

Sta

te

Wat

er R

esou

rces

Con

trol

Boa

rd

upon

com

plet

ion

of c

onst

ruct

ion

and

stab

iliza

tion

of th

e si

te.

Page 25: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-1

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

W

Q-2

Com

ply

with

the

pro

visi

ons

of t

he G

ener

al W

aste

Dis

char

ge

Req

uire

men

ts f

or D

isch

arge

s to

S

urfa

ce

Wat

ers

that

P

ose

an

Insi

gnifi

cant

(D

e M

inim

us)

Thr

eat

to

Wat

er

Qua

lity,

O

rder

N

o.

R8-

2009

-000

3, N

atio

nal P

ollu

tant

D

isch

arge

E

limin

atio

n S

yste

m

(NP

DE

S)

No.

C

AG

9980

01,

as

they

re

late

to

di

scha

rge

of

unco

ntam

inat

ed n

on-s

torm

wat

er

dew

ater

ing

was

tes

disc

harg

es f

or

the

proj

ect.

Thi

s w

ill

incl

ude

subm

ittin

g to

th

e S

anta

A

na

Reg

iona

l W

ater

Q

ualit

y C

ontr

ol

Boa

rd a

Not

ice

of I

nten

t (N

OI)

at

leas

t 60

day

s pr

ior

to t

he s

tart

of

cons

truc

tion,

no

tific

atio

n of

di

scha

rge

at l

east

5 d

ays

prio

r to

an

y pl

anne

d di

scha

rges

, an

d m

onito

ring

repo

rts

by

the

30th

da

y of

eac

h m

onth

fol

low

ing

the

m

onito

ring

perio

d.

2.9-

20

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict S

torm

Wat

er

Dur

ing

Des

ign-

Bui

ld

WQ

-3 C

ompl

y w

ith t

he S

tate

wid

e

Sto

rm W

ater

M

anag

emen

t P

lan

(SW

MP

, M

ay

2003

, or

su

bseq

uent

is

suan

ce)

and

the

Nat

iona

l P

ollu

tant

D

isch

arge

E

limin

atio

n S

yste

m

(NP

DE

S)

Per

mit,

S

tate

wid

e S

torm

W

ater

P

erm

it an

d W

aste

D

isch

arge

R

equi

rem

ents

(W

DR

s)

for

the

Con

stru

ctio

n G

ener

al

Per

mit

(CG

P)

2009

000

9-D

WQ

, N

PD

ES

2.9-

20

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict S

torm

wat

er

Dur

ing

Des

ign-

Bui

ld

Page 26: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-15

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

N

o. C

A00

0002

, an

d th

e N

PD

ES

P

erm

it an

d W

aste

D

isch

arge

R

equi

rem

ents

fo

r th

e S

an

Ber

nard

ino

Cou

nty

Flo

od C

ontr

ol

Dis

tric

t, th

e C

ount

y of

S

an

Ber

nard

ino,

and

the

Inc

orpo

rate

d C

ities

of

San

Ber

nard

ino

Cou

nty

with

in

the

San

ta

Ana

R

egio

n,

Ord

er

No.

R

8-20

10-0

036

(N

PD

ES

N

o.

CA

S61

8036

),

and

any

subs

eque

nt

perm

it as

re

quire

d an

d as

th

ey

rela

te

to

oper

atio

n of

the

proj

ect.

WQ

-4

The

po

tent

ial

exis

ts

for

cont

amin

ated

gro

undw

ater

in

the

proj

ect

area

du

e to

pa

st

leak

s an

d sp

ills

in t

he v

icin

ity.

In t

he

une

xpec

ted

even

t th

at

dew

ater

ing

of

cont

amin

ated

gr

ound

wat

er o

ccur

s, c

ompl

ianc

e w

ith

the

Gen

eral

P

erm

it fo

r de

m

inim

us w

ater

dis

char

ges

or a

n

indi

vidu

al

perm

it fr

om

the

SA

RW

QC

B,

cons

iste

nt

with

N

PD

ES

re

quire

men

ts,

shal

l be

re

quire

d.

Onc

e th

e S

AR

WQ

CB

re

ceiv

es

and

revi

ew

s th

e N

OI,

th

e S

AR

WQ

CB

will

dec

ide

whi

ch

perm

it is

app

licab

le.

2.9-

21

Des

ign

Bui

lder

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Sto

rmw

ater

/

Dis

tric

t E

nviro

nmen

tal

Eng

inee

ring

Dur

ing

Des

ign-

Bui

ld

Geo

log

y/S

oils

/Sei

smic

/To

po

gra

ph

y

G-1

Dur

ing

the

desi

gn p

hase

of

the

proj

ect,

nu

mer

ous

expl

ora

tory

bo

rings

w

ill

be

2.10

-10

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g/

Dur

ing

Des

ign-

Bui

ld

Page 27: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-1

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ex

cava

ted

thro

ugho

ut t

he p

roje

ct

area

to

in

vest

igat

e si

te-s

peci

fic

soils

an

d co

nditi

ons

and

to

colle

ct

sam

ples

of

su

bsur

face

so

ils

for

labo

rato

ry

test

ing.

T

he

loca

tions

an

d de

pth s

of

th

e bo

rings

w

ill

be

sele

cted

ba

sed

upon

th

e fin

al

desi

gn

sele

cted

. E

ither

a t

ruck

-mou

nted

dril

ling

rig

equi

pped

w

ith

hollo

w-s

tem

au

gers

or

a m

ud-r

otar

y dr

illin

g rig

sh

all

be

used

to

ex

cava

te

the

ex

plo

rato

ry

bore

hol

es.

Soi

l sa

mpl

es

reco

vere

d sh

all

be

test

ed t

o de

term

ine

soil

type

, so

il sh

ear

stre

ngth

, co

mpr

essi

bilit

y ch

arac

teris

tics,

San

d E

quiv

alen

t, R

- val

ue,

com

pact

ion

char

acte

ristic

s,

perm

eabi

lity

and

eros

ion,

and

cor

rosi

on p

oten

tial.

Geo

tech

nica

l D

esig

n

G-2

D

urin

g th

e de

sign

ph

ase,

se

ttlem

ent

mag

nitu

des

and

time

rate

s of

se

ttlem

ent

shal

l be

ve

rifie

d by

ex

plor

ator

y bo

rings

, la

bora

tory

so

il te

stin

g,

and

anal

ysis

.

2.10

-11

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g /

Str

uctu

ral

Des

ign/

G

eote

chni

cal D

esig

n

Dur

ing

Des

ign-

Bui

ld

G-3

In

or

der

to

min

imiz

e th

e po

tent

ial

for

surf

ace

soil

eros

ion,

se

lect

ive

grad

ing

and

adhe

ring

to

prov

isio

ns

for

site

dr

aina

ge,

slop

e pl

antin

g,

and

any

othe

r m

easu

res

requ

ired

by

the

2.10

-11

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g /

Geo

tech

nica

l D

esig

n/

Dur

ing

Des

ign-

Bui

ld

Page 28: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-17

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

D

epar

tmen

t w

ill b

e in

corp

orat

ed

into

the

des

ign.

D

istr

ict S

torm

wat

er

Pal

eon

tolo

gy

P-1

A q

ualif

ied

pale

onto

logi

st o

r hi

s/he

r re

pres

enta

tive

will

atte

nd

the

pre-

grad

e m

eetin

g.

At

this

m

eetin

g,

the

pale

onto

logi

st

will

ex

plai

n th

e lik

elih

ood

for

enco

unte

ring

pale

onto

logi

cal

reso

urce

s,

wha

t re

sour

ces

may

be

dis

cove

red,

and

the

met

hods

th

at w

ill b

e em

ploy

ed i

f an

ythi

ng

is d

isco

vere

d.

2.11

-3

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict P

aleo

ntol

ogy

Dur

ing

Des

ign-

Bui

ld

P-2

D

urin

g co

nstr

uctio

n ex

cava

tion,

a q

ualif

ied

vert

ebra

te

pale

onto

logi

c m

onito

r sh

all

initi

ally

be

pres

ent

on a

ful

l-tim

e ba

sis

whe

neve

r e

xcav

atio

n w

ill

occu

r w

ithin

th

e se

dim

ents

th

at

have

a h

igh

sens

itivi

ty r

atin

g an

d on

a

spot

- che

ck

basi

s in

se

dim

ents

th

at

have

a

low

se

nsiti

vity

rat

ing.

Mon

itorin

g m

ay

be r

educ

ed t

o a

part

-tim

e ba

sis

if no

re

sour

ces

are

bein

g di

scov

ered

in

se

dim

ents

w

ith

a hi

gh s

ensi

tivity

rat

ing

(mon

itorin

g re

duct

ions

and

whe

n th

ey o

ccur

w

ill

be

dete

rmin

ed

by

the

qu

alifi

ed

Prin

cipa

l P

aleo

ntol

ogis

t).

The

mon

itor

shal

l

2.11

-3

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict P

aleo

ntol

ogy

Dur

ing

Des

ign-

Bui

ld

Page 29: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-1

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

in

spec

t fr

esh

cuts

an

d/or

spo

ils

pile

s to

re

cove

r pa

leon

tolo

gica

l re

sour

ces.

The

mon

itor

shal

l be

em

pow

ered

to

tem

pora

rily

dive

rt

cons

truc

tion

equi

pmen

t aw

ay

from

the

im

med

iate

are

a of

the

di

scov

ery.

The

mon

itor

shal

l be

eq

uipp

ed t

o ra

pidl

y st

abili

ze a

nd

rem

ove

foss

ils

rapi

dly

to

avoi

d

prol

onge

d de

lays

to

cons

truc

tion

sche

dule

s.

If la

rge

mam

mal

fo

ssils

or

larg

e co

ncen

trat

ions

of

foss

ils

are

enco

unte

red,

th

e gr

adin

g co

ntra

ctor

sha

ll co

nsid

er

usin

g he

avy

equi

pmen

t on

site

to

assi

st

in

the

rem

oval

an

d co

llect

ion

of la

rge

mat

eria

ls.

Page 30: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-19

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

P-3

Lo

caliz

ed

conc

entr

atio

ns

of

smal

l (or

mic

ro-)

ver

tebr

ates

may

be

fou

nd i

n al

l na

tive

sedi

men

ts.

The

refo

re,

it is

re

com

men

ded

that

th

ese

nativ

e se

dim

ents

oc

casi

onal

ly

be

spot

-scr

eene

d th

roug

h 1/

8-

to

1/20

-inch

m

esh

scre

ens

to

dete

rmin

e w

heth

er

mic

rofo

ssils

ar

e pr

esen

t.

If m

icro

foss

ils

are

enco

unte

red,

ad

ditio

nal

sedi

men

t sa

mpl

es (

up

to

3 cu

bic

yard

s,

or

6,00

0 po

unds

) sh

all

be

colle

cted

an

d pr

oces

sed

thro

ugh

1/20

-inch

m

esh,

and

som

etim

es 1

/30-

inch

m

esh

scre

ens,

to

re

cove

r ad

ditio

nal f

ossi

ls.

The

pro

cess

ing

of

larg

e bu

lk

sam

ples

is

be

st

acco

mpl

ishe

d at

a

desi

gnat

ed

loca

tion

with

in t

he p

roje

ct l

imits

th

at w

ill b

e ac

cess

ible

thr

ough

out

the

dura

tion

of c

onst

ruct

ion

but

will

al

so

be

aw

ay

from

an

y pr

opos

ed

cut

or

fill

area

s.

Pro

cess

ing

is u

sual

ly c

ompl

eted

co

ncur

rent

ly

with

co

nstr

uctio

n,

with

th

e in

tent

to

ha

ve

all

proc

essi

ng c

ompl

eted

bef

ore,

or

just

af

ter,

pr

ojec

t co

mpl

etio

n.

A

smal

l co

rner

of

a

stag

ing

or

equi

pmen

t pa

rkin

g ar

ea

is

an

idea

l lo

catio

n.

If w

ater

is

no

t av

aila

ble,

the

loc

atio

n sh

ould

be

acce

ssib

le

for

a w

ater

tr

uck

to

2.11

-3

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict P

aleo

ntol

ogy

Dur

ing

Des

ign-

Bui

ld

Page 31: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-2

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

oc

casi

onal

ly

fill

cont

aine

rs

with

w

ater

.

P-4

A

ny

reco

vere

d sp

ecim

ens

shal

l be

pre

pare

d to

the

poi

nt o

f id

entif

icat

ion

and

perm

anen

t pr

eser

vatio

n.

Thi

s in

clud

es

the

pick

ing

of

any

was

hed

mas

s sa

mpl

es

to

reco

ver

smal

l in

vert

ebra

te

and

vert

ebra

te

foss

ils,

the

rem

oval

of

su

rplu

s se

dim

ent

from

ar

ound

la

rger

sp

ecim

ens

to r

educ

e th

e vo

lum

e of

sto

rage

for

the

rep

osito

ry a

nd

the

stor

age

cost

, an

d th

e ad

ditio

n of

ap

prov

ed

chem

ical

ha

rden

ers/

stab

ilize

rs

to

frag

ile

spec

imen

s.

Thi

s is

be

st

acco

mpl

ishe

d at

a

desi

gnat

ed

labo

rato

ry,

usua

lly

off

site

, w

ith

acce

ss t

o fo

ssil

prep

arat

ion

tool

s,

mag

nify

ing

equi

pmen

t, st

orag

e bo

xes

and

vial

s,

and

chem

ical

ha

rden

ers.

Pro

cess

ing

of f

ossi

ls

thro

ugh

the

lab

is

best

ac

com

plis

hed

conc

urre

ntly

w

ith

cons

truc

tion,

es

peci

ally

if

num

erou

s fo

ssils

ar

e be

ing

colle

cted

.

2.11

-4

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict P

aleo

ntol

ogy

Dur

ing

Des

ign-

Bui

ld

P-5

Spe

cim

ens

shal

l be

iden

tifie

d to

th

e lo

wes

t ta

xono

mic

le

vel

poss

ible

an

d cu

rate

d in

to

an

inst

itutio

nal

repo

sito

ry

with

2.11

-4

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict P

aleo

ntol

ogy

D

urin

g D

esig

n-B

uild

Page 32: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-21

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

re

trie

vabl

e st

orag

e.

The

re

posi

tory

in

stitu

tions

us

ually

ch

arge

a o

ne-t

ime

fee

base

d on

vo

lum

e,

so

rem

ovin

g su

rplu

s se

dim

ent

is

impo

rtan

t. T

he

repo

sito

ry

inst

itutio

n m

ay

be

a

loca

l m

useu

m o

r un

iver

sity

tha

t ha

s a

cura

tor

who

ca

n re

trie

ve

the

spec

imen

s on

re

ques

t. T

he

draf

t cu

ratio

n ag

reem

ent

betw

een

the

land

ow

ner

and

the

cu

ratio

n fa

cilit

y sh

ould

be

in

pl

ace

with

an

appr

oved

cur

atio

n

faci

lity

prio

r to

the

initi

atio

n of

any

pa

leon

tolo

gica

l m

onito

ring

or

miti

gatio

n ac

tiviti

es.

P-6

A r

epor

t of

fin

ding

s w

ill b

e

prep

ared

at

the

conc

lusi

on o

f th

e pr

ojec

t di

scus

sing

w

hat

was

fo

und

and

the

sign

ifica

nce

of t

he

finds

.

2.11

-4

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict P

aleo

ntol

ogy

Dur

ing

Des

ign-

Bui

ld

Haz

ard

ou

s W

aste

/Mat

eria

ls

HW

-1

Dew

ater

ing

is

not

antic

ipat

ed

durin

g th

e co

nstr

uctio

n of

th

e pr

ojec

t. H

owe

ver,

in t

he e

vent

de

wat

erin

g

may

be

re

quire

d,

a S

ite

Inve

stig

atio

n fo

r po

tent

ially

co

ntam

inat

ed

grou

ndw

ater

w

ill

be

requ

ired

durin

g th

e

2.12

-14

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Sto

rm W

ater

/

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

Page 33: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-2

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

pr

epar

atio

n of

fin

al p

lans

with

in

the

area

of t

he p

roje

ct R

OW

.

HW

-2

Add

ition

al

AD

L sa

mpl

ing

will

oc

cur

in

unpa

ved

loca

tions

ou

tsid

e th

e ex

istin

g S

tate

hi

ghw

ay

RO

W

durin

g th

e pr

epar

atio

n of

fin

al p

lans

, w

hen

th

e ad

jace

nt

prop

ertie

s w

ill

be

acqu

ired

as p

art

of t

he p

roje

ct.

The

ana

lytic

al r

esul

ts o

f th

e so

il sa

mpl

ing

will

de

term

ine

the

appr

opria

te

hand

ling

of

the

soil

and

disp

osal

of

surp

lus

mat

eria

ls.

Whe

n fe

asib

le,

soil

will

be

reus

ed

with

in

Dep

artm

ent

RO

W

in

acco

rdan

ce

with

C

alE

PA

D

TS

C

Var

ianc

e N

o.

V09

HQ

SC

D00

6 (e

ffec

tive

July

1,

20

09

thro

ugh

Ju

ly 1

, 20

14)

for

AD

L im

pact

ed

soil,

or

a su

bseq

uent

var

ianc

e. I

f it

is n

ot f

easi

ble

to r

euse

soi

ls,

then

th

e ex

cava

ted

haza

rdou

s so

ils w

ill r

equi

re o

ff-si

te d

ispo

sal

as

haza

rdou

s w

aste

at

a

perm

itted

fa

cilit

y.

Ref

er

to

Cal

tran

s S

peci

al

Sta

ndar

d P

rovi

sion

(S

SP

) X

E

19-9

00

for

addi

tiona

l in

form

atio

n re

gard

ing

the

disp

osal

of

so

ils

impa

cted

w

ith A

DL.

The

fo

llow

ing

addi

tiona

l m

easu

res

will

be

unde

rtak

en t

o

2.12

-14

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 34: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-23

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

m

inim

ize

the

pote

ntia

l fo

r ad

vers

e im

pact

s fr

om

aeria

lly

depo

site

d le

ad.

HW

-2-a

A

si

te-s

peci

fic

lead

co

mpl

ianc

e pl

an

shou

ld

be

deve

lope

d to

add

ress

hea

lth a

nd

safe

ty o

f con

stru

ctio

n w

orke

rs.

2-12

.14

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-2-b

In

cons

ider

atio

n of

tot

al

lead

con

cent

ratio

ns,

exis

ting

soil

with

in t

he s

tate

rig

ht-o

f-w

ay m

ay

be

man

aged

as

no

n-ha

zard

ous

and

may

be

re

used

on

site

w

ithou

t re

stric

tion

or r

elea

sed

as

surp

lus

to t

he d

esig

n-bu

ilder

for

di

spos

ition

as

no

n-ha

zard

ous

was

te.

2-12

.14

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-2-c

H

owe

ver,

it

shou

ld

be

stip

ulat

ed

that

th

e so

il is

co

ntam

inat

ed

with

le

ad

and

shou

ld

not

be

reus

ed

at

resi

dent

ial

or

othe

r se

nsiti

ve

rece

ptor

lo

catio

ns

(i.e.

sc

hool

s,

day

care

. et

c.).

2-12

.14

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-3

Prio

r to

th

e st

art

of

cons

truc

tion,

a

site

-spe

cific

H

ealth

an

d S

afet

y P

lan

will

be

pr

epar

ed,

cons

iste

nt

with

D

epar

tmen

t re

quire

men

ts,

to

addr

ess

cont

act,

hand

ling,

an

d di

spos

al

of

pote

ntia

lly

2.12

-15

D

esig

n Bu

ilder

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 35: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-2

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

co

ntam

inat

ed

grou

ndw

ater

an

d

soil.

The

Pla

n sh

all

incl

ude

the

follo

win

g:

HW

-3-a

Id

entif

icat

ion

of

key

pers

onne

l 2.

12-1

5

D

esig

n Bu

ilder

R

esid

ent

Eng

inee

r /

Dis

tric

t E

nviro

nmen

tal

Eng

inee

ring

Dur

ing

Des

ign-

Bui

ld

HW

-3-b

M

onito

ring

of

pote

ntia

l va

pors

re

sulti

ng

from

co

ntam

inat

ed

soil

or

grou

ndw

ater

, ut

ilizi

ng

a ph

oto-

ioni

zatio

n de

tect

or

2.12

-15

D

esig

n Bu

ilder

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-3-c

S

umm

ary

of

risk

asse

ssm

ent

for

wor

kers

, th

e co

mm

unity

, and

the

env

ironm

ent

2.12

-15

D

esig

n Bu

ilder

R

esid

ent

Eng

inee

r /

Dis

tric

t E

nviro

nmen

tal

Eng

inee

ring

Dur

ing

Des

ign-

Bui

ld

HW

-3-d

Air

Mon

itorin

g P

lan

2.12

-15

D

esig

n Bu

ilder

R

esid

ent

Eng

inee

r /

Dis

tric

t E

nviro

nmen

tal

Eng

inee

ring

Dur

ing

Des

ign-

Bui

ld

HW

-3-e

E

mer

genc

y R

espo

nse

Pla

n 2.

12-1

5

D

esig

n Bu

ilder

R

esid

ent

Eng

inee

r /

Dis

tric

t E

nviro

nmen

tal

Eng

inee

ring

Dur

ing

Des

ign-

Bui

ld

HW

-4 P

rior

to t

he c

ompl

etio

n of

E

nviro

nmen

tal

Doc

umen

t an

d P

roje

ct A

ppro

val

phas

e, b

ut a

fter

a bu

ild a

ltern

ativ

e is

sel

ecte

d, a

ce

rtifi

ed c

onsu

ltant

sha

ll co

nduc

t as

best

os s

urve

ys o

f an

y ro

adw

ay

stru

ctur

es

with

in

the

Sta

te

2.12

-15

Dep

artm

ent

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Prio

r to

PA

&E

D

Co

mp

lete

d.

Page 36: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-25

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

hi

ghw

ay

RO

W

that

w

ill

be

reno

vate

d or

dem

olis

hed.

HW

-5 D

urin

g th

e pr

epar

atio

n of

fin

al

plan

s,

prio

r to

th

e st

art

of

any

dem

oliti

on o

r re

nova

tion

of a

st

ruct

ure,

a

cert

ified

co

nsul

tant

sh

all

cond

uct

asbe

stos

, le

ad-

base

d pa

int

(LB

P),

an

d po

lych

lorin

ated

bip

heny

ls (

PC

Bs)

su

rvey

s of

any

bui

ldin

g st

ruct

ures

th

at

will

be

re

nova

ted

or

dem

olis

hed.

2.12

-15

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-6 D

urin

g th

e pr

epar

atio

n of

fin

al

plan

s,

prio

r to

th

e st

art

of

any

dem

oliti

on

or

reno

vatio

n,

and/

or r

eloc

atio

n of

a s

truc

ture

, al

l ut

ility

po

le-m

ount

ed

tran

sfor

mer

s w

ithin

th

e pr

ojec

t ar

ea s

hall

be in

spec

ted

for

leak

s.

Leak

ing

tran

sfor

mer

s w

ill

be

cons

ider

ed

a po

tent

ial

PC

B

haza

rd

unle

ss

test

ed

and

shal

l be

han

dled

acc

ordi

ngly

.

2.12

-15

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-7 P

rior

to c

onst

ruct

ion,

any

ye

llow

tr

affic

st

ripin

g an

d pa

vem

ent-

mar

king

m

ater

ial

will

be

te

sted

an

d re

mov

ed

in

acco

rdan

ce

with

C

altr

ans

SS

P

14-0

01.

2.12

-15

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 37: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-2

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

HW

-8 S

oils

adj

acen

t to

the

BN

SF

ra

ilroa

d tr

acks

wer

e te

sted

and

it

was

de

term

ined

th

at

the

cont

amin

atio

n of

su

ch

soils

is

co

nsis

tent

w

ith

back

grou

nd

leve

ls.

How

ever

, an

y e

xces

s so

il fr

om

the

railr

oad

right

-of-

wa

y sh

ould

not

be

used

on

resi

dent

ial

or o

ther

sen

sitiv

e us

e (i.

e.;

day

care

) pr

oper

ties.

2.12

-15

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-9

Soi

l sa

mpl

ing

for

pest

icid

es o

n fo

rmer

agr

icul

tura

l pr

oper

ties

that

w

ill

be

acqu

ired

as p

art

of t

he p

roje

ct h

as b

een

cond

ucte

d w

here

so

il ha

s no

t be

en d

istu

rbed

(th

roug

h gr

adin

g,

etc.

). T

he a

naly

tical

res

ults

of

the

soil

sam

plin

g in

dica

te

that

th

e so

ils c

an b

e sa

fely

reu

sed

on t

he

proj

ect

site

. H

owev

er,

any

soil

cons

ider

ed f

or o

ff-si

te r

e-us

e or

di

spos

al

shou

ld

be

stoc

kpile

d,

sam

pled

an

d an

alyz

ed,

at

a m

inim

um,

for

TP

H

(car

bon

chai

n),

VO

Cs,

an

d m

etal

s to

as

sure

tha

t th

e so

il is

sui

tabl

e fo

r its

inte

nded

reu

se.

2.12

-16

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-10

Prio

r to

the

sta

rt o

f an

y de

mol

ition

or

re

nova

tion

of

a

stru

ctur

e,

notif

icat

ion

and

subm

ittal

of

fees

to

the

SC

AQ

MD

2.12

-16

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 38: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-27

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

at

le

ast

10

days

pr

ior

to

proc

eedi

ng

with

th

e de

mol

ition

w

ork

(ref

er

to

SC

AQ

MD

R

ule

1403

) sh

all

be

requ

ired.

N

otifi

catio

n w

ould

fa

ll un

der

Sec

tion

7-1.

01F

, A

ir P

ollu

tion

Con

trol

, an

d S

ectio

n 7-

1.04

, P

erm

its

and

Lice

nses

, of

th

e S

tand

ard

Spe

cific

atio

ns.

The

de

sign

-bui

lder

sha

ll ad

here

to

the

requ

irem

ents

of

S

CA

QM

D

Rul

e

1403

dur

ing

reno

vatio

n/

dem

oliti

on a

ctiv

ities

.

HW

-11

Unl

ess

docu

men

tatio

n fr

om t

he u

tility

com

pany

indi

cate

s th

at c

reos

ote

was

not

use

d, a

ll w

oode

n ut

ility

pol

es t

hat

are

to

be r

emov

ed o

r re

loca

ted

as p

art

of

the

proj

ect,

as

w

ell

as

soils

lo

cate

d at

the

base

of t

hese

util

ity

pole

s, w

ill b

e te

sted

for

cre

osot

e du

ring

the

prep

arat

ion

of

final

pl

ans

whe

n ac

cess

is a

vaila

ble.

If

creo

sote

is

de

tect

ed

with

in

sam

ples

ta

ken

from

ei

ther

th

e ut

ility

pol

es o

r so

ils b

enea

th t

he

utili

ty p

oles

, su

ch m

ater

ial

shal

l be

dis

pose

d of

at

the

appr

opria

te

clas

sifie

d w

aste

fac

ility

.

2.12

-16

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-12

If un

know

n w

aste

s or

su

spec

t m

ater

ials

are

dis

cove

red

durin

g co

nstr

uctio

n,

all

2.12

-16

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l D

urin

g D

esig

n-B

uild

Page 39: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-2

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ex

cava

tion

activ

ities

in

th

e im

med

iate

vic

inity

of

the

area

of

conc

ern

shal

l be

susp

ende

d. T

he

cont

ract

or

will

fo

llow

th

e

Dep

artm

ent

Unk

now

n H

azar

ds

Pro

cedu

res

outli

ned

in S

ectio

n 7-

1.06

of

th

e E

nviro

nmen

tal

Haz

ards

and

Saf

ety

Pro

cedu

res

of t

he D

epar

tmen

t's C

onst

ruct

ion

Man

ual.

1 T

he

Dep

artm

ent,

in

co

njun

ctio

n w

ith

othe

r ap

prop

riate

ag

enci

es,

shal

l de

velo

p a

plan

to

in

vest

igat

e su

spec

t m

ater

ials

and

det

erm

ine

wha

t co

rrec

tive

mea

sure

s, i

f an

y,

may

be

re

quire

d to

sa

fegu

ard

publ

ic

heal

th

and

the

envi

ronm

ent.

Eng

inee

ring

HW

-13

Prio

r to

re

nova

tion

or

dem

oliti

on

activ

ities

, a

licen

sed

asbe

stos

aba

tem

ent

firm

sha

ll be

co

ntra

cted

to

re

mov

e th

e id

entif

ied

AC

M

shim

an

d bo

lt m

astic

m

ater

ials

. T

he

iden

tifie

d re

ason

ably

av

aila

ble

cont

rol

mea

sure

s (R

AC

Ms)

w

ill

requ

ire

rem

oval

in

co

mpl

ianc

e w

ith

the

US

EP

A

NE

SH

AP

an

d th

e lo

cal

2.12

-16

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

1 ht

tp:/

/ww

w.d

ot.c

a.go

v/hq

/con

stru

c/m

anua

l200

1/ch

apte

r7/c

hp7_

1.pd

f

Page 40: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-29

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

S

outh

C

oast

A

ir Q

ualit

y M

anag

emen

t D

istr

ict

(SC

AQ

MD

) R

ule

1403

.

HW

-14

The

asb

esto

s ab

atem

ent

cont

ract

or s

hall

com

ply

with

Rul

e

1403

and

pro

vide

at

leas

t a

10-

day

notif

icat

ion

prio

r to

asb

esto

s re

mov

al.

2.12

-17

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-15

Prio

r to

the

impo

rtat

ion

of

any

fill

mat

eria

l, th

e de

sign

-bu

ilder

sh

all

ensu

re

that

al

l im

port

ed

fill

is

sam

pled

an

d is

fr

ee o

f con

tam

inat

ion.

2.12

-17

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

HW

-16

It is

re

com

men

ded

that

ad

ditio

nal

inve

stig

atio

n be

co

nduc

ted

at t

he c

lose

d se

rvic

e st

atio

n si

te

loca

ted

on

Dev

ore

R

oad

nort

h of

I-2

15 t

o id

entif

y th

e an

omal

y us

ing

a ba

ckho

e.

If ne

cess

ary,

th

e st

ruct

ure

shou

ld

be

rem

oved

or

ab

ando

ned

in

plac

e in

ac

cord

ance

w

ith

regu

lato

ry

requ

irem

ents

. A

dditi

onal

sa

mpl

ing

and

labo

rato

ry

anal

ysis

m

ay

be

requ

ired

belo

w t

he s

truc

ture

if

it is

a

US

T

or

othe

r po

tent

ial

sour

ce

of

chem

ical

re

leas

e.

Giv

en

the

hist

ory

of

the

Site

, un

disc

over

ed

or

unkn

own

en

viro

nmen

tal

cond

ition

s m

ay b

e

2.12

-17

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 41: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-3

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

en

coun

tere

d du

ring

grad

ing

and

de

velo

pmen

t of

th

e pr

ojec

t.

If en

coun

tere

d,

addi

tiona

l in

vest

igat

ions

an

d re

mov

al

actio

ns m

ay b

e re

quire

d at

tha

t tim

e.

Alth

ough

no

ev

iden

ce

of

chem

ical

im

pact

w

as

iden

tifie

d du

ring

the

PS

I,

the

cont

ract

or

shou

ld

be

prep

ared

to

ha

ndle

so

ils

impa

cted

by

fo

rmer

si

te

oper

atio

ns,

shou

ld

they

be

en

coun

tere

d du

ring

cons

truc

tion.

A

ll ex

cava

tion

activ

ities

sh

ould

be

pe

rfor

med

by

a

grad

ing

co

ntra

ctor

po

sses

sing

an

ac

tive

vario

us lo

catio

ns S

outh

Coa

st A

ir Q

ualit

y M

anag

emen

t D

istr

ict

(SC

AQ

MD

) R

ule

1166

ex

cava

tion

perm

it.

Dur

ing

cons

truc

tion,

sta

ined

or

odor

ous

soil,

if

enco

unte

red,

m

ay

be

stoc

kpile

d fo

r ch

arac

teriz

atio

n on

a

port

ion

of

the

Dep

artm

ent’s

pr

oper

ty o

utsi

de t

he c

onst

ruct

ion

zone

. T

his

soil

shou

ld b

e pl

aced

in

side

be

rmed

, pl

astic

-line

d st

agin

g ar

eas

and

cove

red

with

pl

astic

whe

n no

t in

act

ive

use.

If

enco

unte

red,

im

pact

ed

soils

sh

ould

be

m

anag

ed

by

the

Page 42: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-31

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

co

ntra

ctor

in

ac

cord

ance

w

ith

regu

latio

ns.

Air

Qu

alit

y

AQ

-1

Dur

ing

the

desi

gn-b

uild

ph

ase,

th

e fo

llow

ing

stan

dard

co

nditi

ons

shal

l be

impl

emen

ted:

2.13

-30

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-1-a

P

rior

to

any

site

pr

epar

atio

n,

grad

ing

and/

or

cons

truc

tion

activ

ities

, th

e P

roje

ct

Eng

inee

r w

ill r

equi

re t

he d

esig

n-bu

ilder

to

deve

lop

a C

onst

ruct

ion

Em

issi

on

Min

imiz

atio

n P

lan

(CE

M

Pla

n).

Tha

t pl

an

will

sp

ecifi

cally

inco

rpor

ate

mea

sure

s fo

r co

ntro

lling

pa

rtic

ulat

e an

d ot

her

emis

sion

s du

ring

cons

truc

tion

from

th

e fo

llow

ing

so

urce

s:

• D

epar

tmen

t’s

Sta

ndar

d S

peci

ficat

ions

S

ectio

ns

14-9

an

d 18

(R

ule

App

licab

ility

and

D

ust

Con

trol

)

• D

epar

tmen

t’s

Sta

ndar

d S

peci

ficat

ions

Sec

tion

39-3

.06

(Asp

halt

Con

cret

e P

lant

E

mis

sion

s)

• D

epar

tmen

t’s

Sta

ndar

d S

peci

ficat

ions

S

ectio

n 13

(Sto

rmw

ater

m

easu

res

rela

ted

to d

ust c

ontr

ol)

2.13

-30

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 43: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-3

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

• S

CA

QM

D R

ule

403,

inc

ludi

ng

cont

rol

mea

sure

s fr

om T

able

s 1,

2, a

nd 3

in t

hat

rule

• A

RB

O

ff-R

oad

Fle

et

and

Por

tabl

e E

quip

men

t re

gula

tions

, an

d S

CA

QM

D

perm

ittin

g re

quire

men

ts,

as

appl

icab

le

unde

r S

tand

ard

Spe

cific

atio

ns 1

4-9

AQ

-1-b

D

urin

g al

l si

te

prep

arat

ion,

gr

adin

g,

clea

n-up

, an

d ot

her

activ

ities

du

ring

cons

truc

tion,

th

e R

esid

ent

Eng

inee

r w

ill r

equi

re t

he d

esig

n-bu

ilder

to

co

mpl

y w

ith

the

mea

sure

s in

the

CE

M P

lan.

2.13

-30

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-1-c

T

he

Res

iden

t E

ngin

eer

will

co

nduc

t si

te

insp

ectio

ns

at

leas

t on

ce a

mon

th to

ens

ure

that

th

e de

sign

-bui

lder

is

co

mpl

ying

w

ith t

he p

rovi

sion

s of

the

CE

M

Pla

n.

2.13

-30

Dep

artm

ent

Dis

tric

t E

nviro

nmen

tal

Eng

inee

ring

D

urin

g D

esig

n-B

uild

AQ

-2

Du

ring

clea

ring,

gr

adin

g,

eart

h m

ovin

g,

or

exca

vatio

n

oper

atio

ns,

exce

ssiv

e fu

gitiv

e du

st e

mis

sion

s w

ill b

e co

ntro

lled

by r

egul

ar w

ater

ing

and/

or o

ther

du

st

prev

entiv

e m

easu

res

iden

tifie

d in

th

e S

CA

QM

D

Rul

e 40

3 B

AC

Ms,

as

liste

d in

Tab

le 2

-13

-H in

Sec

tion

2.13

.3 o

f C

hapt

er

2.13

-30

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 44: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-33

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

2

of

this

E

nviro

nmen

tal

Doc

umen

t. T

hese

co

ntro

l te

chni

ques

w

ill

be

indi

cate

d in

pr

ojec

t sp

ecifi

catio

ns.

Com

plia

nce

with

th

e R

ule

403

B

AC

Ms

will

be

subj

ect

to p

erio

dic

site

in

spec

tions

by

th

e D

epar

tmen

t.

Mea

sure

s w

ill

incl

ude:

AQ

-2-a

All

mat

eria

l ex

cava

ted

or

grad

ed

will

be

su

ffic

ient

ly

wat

ered

to

pr

even

t ex

cess

ive

amou

nts

of d

ust.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-2-b

W

ater

ing

will

oc

cur

at

leas

t th

ree

times

da

ily

with

co

mpl

ete

cove

rage

, in

clud

ing

man

dato

ry w

ater

ing

afte

r w

ork

is

done

for

the

day

, w

ith a

dditi

onal

w

ater

ing

if ne

cess

ary

to

adeq

uate

ly c

ontr

ol d

ust.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-2-c

A

ll m

ater

ial

tran

spor

ted

on s

ite o

r of

f si

te w

ill b

e ei

ther

su

ffici

ently

w

ater

ed

or

secu

rely

co

vere

d to

pr

even

t ex

cess

ive

amou

nts

of d

ust.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-2-d

T

he

area

di

stur

bed

by

clea

ring,

gr

adin

g,

eart

h m

ovin

g,

or e

xcav

atio

n op

erat

ions

will

be

m

inim

ized

so

as

to

pr

even

t ex

cess

ive

amou

nts

of d

ust.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 45: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-3

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

AQ

-2-e

Vis

ible

dus

t be

yond

the

pr

oper

ty l

ine

eman

atin

g fr

om t

he

proj

ect

will

be

prev

ente

d to

the

m

axim

um

exte

nt

feas

ible

, co

nsis

tent

w

ith

appl

icab

le

Dep

artm

ent

stan

dard

sp

ecifi

catio

ns.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

The

CE

M P

lan

will

als

o in

clud

e th

e fo

llow

ing

mea

sure

s to

red

uce

PM

10:

AQ

-2-f

A

pply

no

n-to

xic

soil

stab

ilize

rs

acco

rdin

g to

m

anuf

actu

rers

’ sp

ecifi

catio

ns

to

all

inac

tive

cons

truc

tion

area

s,

(pre

viou

sly

grad

ed a

reas

ina

ctiv

e fo

r te

n da

ys

or

mor

e),

all

unpa

ved

park

ing

or

stag

ing

area

s, o

r un

pave

d ro

ad s

urfa

ces.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-2-g

Sw

eep

str

eets

at

the

end

of t

he d

ay i

f vi

sibl

e so

il is

car

ried

onto

ad

jace

nt

publ

ic

road

s (r

ecom

men

d w

ater

sw

eepe

rs

with

rec

laim

ed w

ater

). S

wee

pers

m

ust

com

ply

with

S

CA

QM

D

Rul

es 1

186

and

1186

.1.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-2-h

Con

trol

of

mat

eria

l on

all

truc

ks

haul

ing

exca

vate

d or

gr

aded

mat

eria

l fr

om t

he s

ite b

y co

mpl

ianc

e w

ith

Sta

te

Veh

icle

C

ode

Sec

tion

2311

4, w

ith s

peci

al

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 46: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-35

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

at

tent

ion

to

Sec

tions

23

114(

b)(F

), (

e)(2

), a

nd (

e)(

4) a

s am

ende

d,

rega

rdin

g th

e pr

even

tion

of

such

m

ater

ial

spill

ing

onto

pu

blic

st

reet

s an

d ro

ads.

AQ

-2-i

T

empo

raril

y co

ver

stoc

kpile

s an

d m

ake

addi

tiona

l st

abili

zer/

wat

er

appl

icat

ions

w

hen

sus

tain

ed w

ind

spee

ds,

or

gust

s, e

xcee

d 25

mph

.

2.13

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-3

Equ

ipm

ent

stag

ing

or

stor

age

area

s sh

all

be l

ocat

ed a

t le

ast

500

feet

aw

ay

from

an

y oc

cupi

ed

resi

denc

e,

scho

ol,

hosp

ital,

licen

sed

child

ca

re

faci

lity,

or

ot

her

licen

sed

heal

th

care

fac

ility

thr

ough

out

the

perio

d of

con

stru

ctio

n.

2.13

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-4

The

C

EM

P

lan

will

al

so

incl

ude

the

follo

win

g m

easu

res

to

redu

ce v

ehic

ular

em

issi

ons:

2.13

-32

See

AQ

-4a

thru

A

Q-4

e fo

r re

spon

sibi

lity

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-4-a

In

stru

ct

the

desi

gn-

build

er t

o m

inim

ize

truc

k id

ling

to

the

max

imum

ex

tent

fe

asib

le,

and

to c

ompl

y at

min

imum

with

A

RB

on

- an

d of

f-ro

ad

vehi

cle

regu

latio

ns (

max

imum

5 m

inut

es

of i

dlin

g un

less

mee

ting

one

of

2.13

-32

Dep

artm

ent

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 47: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-3

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

th

e ru

les’

exe

mpt

ions

).

AQ

-4-b

U

se

elec

tric

ity

from

po

we

r po

les

rath

er

than

te

mpo

rary

di

esel

or

ga

solin

e po

we

r ge

nera

tors

, to

th

e m

axim

um e

xten

t fe

asib

le.

2.13

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-4-c

A

s pa

rt

of

the

Con

stru

ctio

n T

raffi

c M

anag

emen

t P

lan,

rou

te h

aul t

ruck

s aw

ay f

rom

co

nges

ted

stre

ets

or

sens

itive

ar

eas*

to

th

e m

axim

um

exte

nt

feas

ible

.

* S

ensi

tive

area

s ar

e th

ose

with

oc

cupi

ed

resi

denc

es,

scho

ols,

ho

spita

ls,

child

car

e fa

cilit

ies,

or

othe

r he

alth

ca

re

faci

litie

s,

and

activ

e-us

e pa

rks

such

as

pl

aygr

ound

s, c

onsi

sten

t w

ith t

he

AR

B L

and

Use

Han

dboo

k.

2.13

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-4-d

C

ontr

ol

of

ozon

e

prec

urso

r em

issi

ons

from

co

nstr

uctio

n eq

uipm

ent

vehi

cles

by

m

aint

aini

ng

equi

pmen

t en

gine

s in

goo

d co

nditi

on a

nd i

n pr

oper

tu

ne

per

the

m

anuf

actu

rer’s

spe

cific

atio

ns.

2.13

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

AQ

-4-e

O

zone

pr

ecur

sor

emis

sion

s fr

om

cons

truc

tion

equi

pmen

t ve

hicl

es

will

be

2.13

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l D

urin

g D

esig

n-B

uild

Page 48: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-37

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

co

ntro

lled

by

mai

ntai

ning

eq

uipm

ent

engi

nes

in

good

co

nditi

on a

nd i

n pr

oper

tun

e pe

r m

anuf

actu

rer’s

sp

ecifi

catio

ns.

Com

plia

nce

with

th

is

mea

sure

w

ill

be

subj

ect

to

perio

dic

insp

ectio

ns

of

cons

truc

tion

equi

pmen

t ve

hicl

es

by

the

Dep

artm

ent.

Eng

inee

ring

AQ

-5

All

Die

sel

fuel

ed

cons

truc

tion

equi

pmen

t, w

heth

er

stat

iona

ry o

r m

obile

, w

ill c

ompl

y w

ith

the

late

st

appl

icab

le

regu

latio

ns

prom

ulga

ted

by

the

Cal

iforn

ia

Air

Res

ourc

es

Boa

rd

(CA

RB

).

2.13

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

No

ise

N-1

T

he

cont

rol

of

nois

e fr

om

cons

truc

tion

activ

ities

sh

all

conf

orm

to

th

e D

epar

tmen

t’s

Sta

ndar

d S

peci

ficat

ions

in

S

ectio

n 14

-8.0

2, “

Noi

se C

ontr

ol,”

an

d al

so

by

Sta

ndar

d S

peci

al

Pro

visi

ons

S5-

310,

“N

oise

C

ontr

ol.”

N

oise

co

ntro

l sh

all

conf

orm

to

th

e pr

ovis

ions

in

S

ectio

n 14

- 8.0

2 an

d th

e

Sta

ndar

d S

peci

al

Pro

visi

on

in

S5-

310.

The

noi

se l

evel

fro

m t

he

Con

trac

tor’s

ope

ratio

ns,

betw

een

th

e ho

urs

of 9

:00

p.m

. an

d 6:

00

2.14

-17

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 49: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-3

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

a.

m.,

shal

l no

t ex

ceed

86

dB

A

L max

at

a di

stan

ce o

f 50

ft.

The

C

ontr

acto

r sh

ould

us

e an

al

tern

ativ

e w

arni

ng

met

hod

inst

ead

of a

sou

nd s

igna

l un

less

re

quire

d by

sa

fety

la

ws.

In

ad

ditio

n,

the

Con

trac

tor

shal

l eq

uip

all

inte

rnal

co

mbu

stio

n en

gine

s w

ith

the

man

ufac

ture

r-re

com

men

ded

muf

fler

and

shal

l no

t op

erat

e an

y in

tern

al

com

bust

ion

engi

ne

on

the

job

site

w

ithou

t its

ap

prop

riate

m

uffle

r.

N-2

In

ac

cord

ance

w

ith

the

C

ount

y of

S

an

Ber

nard

ino

Cou

nty

Cod

e,

cons

truc

tion

activ

ities

sh

all

be

limite

d to

be

twee

n th

e ho

urs

of

7:00

a.m

. an

d 7:

00 p

.m.,

Mon

day

thro

ugh

S

atur

day,

ex

clud

ing

Sun

days

an

d F

eder

al h

olid

ays.

2.14

-18

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

N-3

P

orta

ble

equi

pmen

t sh

ould

be

lo

cate

d as

fa

r as

po

ssib

le

from

the

noi

se-s

ensi

tive

loca

tions

as

is fe

asib

le.

2.14

-18

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict E

nviro

nmen

tal

Dur

ing

Des

ign-

Bui

ld

N-4

Con

stru

ctio

n ve

hicl

e st

agin

g ar

eas

and

equi

pmen

t m

aint

enan

ce

area

s sh

ould

be

lo

cate

d as

far

as

poss

ible

fro

m

2.14

-18

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Page 50: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-39

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

se

nsiti

ve r

ecei

ver

loca

tions

.

N-5

P

rior

to

com

plet

ion

of

the

Env

ironm

enta

l D

ocum

ent

and

Pro

ject

A

ppro

val,

the

soun

d ba

rrie

rs

dete

rmin

ed

to

be

reas

onab

le a

nd f

easi

ble

shal

l be

co

ordi

nate

d w

ith

the

affe

cted

pr

oper

ty o

wne

rs.

2.14

-41

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Prio

r to

PA

&E

D

No

soun

d ba

rrie

rs

are

cons

ider

ed

reas

onab

le

and

feas

ible

fo

r th

e P

refe

rred

A

ltern

ativ

e;

ther

efor

e,

this

m

easu

re i

s no

lo

nger

ap

plic

able

.

N-6

Fea

sibl

e so

und

barr

iers

tha

t ar

e no

t re

ason

able

bas

ed o

n a

co

st p

ersp

ectiv

e or

int

erio

r no

ise

abat

emen

t m

easu

res,

su

ch

as

win

dow

an

d do

or

upgr

ades

, sh

ould

be

co

nsid

ered

fo

r R

ecei

ver

R-6

be

caus

e th

is

rece

iver

wou

ld b

e e

xpos

ed t

o a

se

vere

tra

ffic

noi

se i

mpa

ct o

f 75

dB

A L

eq o

r hi

gher

und

er a

ll fo

ur

build

alte

rnat

ives

. S

ound

bar

rier

24

for

Alte

rnat

ive

3A,

the

Pre

ferr

ed A

ltern

ativ

e, i

s fe

asib

le,

but

not r

easo

nabl

e.

2.14

-41

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Env

ironm

enta

l E

ngin

eerin

g

Dur

ing

Des

ign-

Bui

ld

Sim

ilarly

, so

und

barr

iers

N

os.

2,

14,

and

32,

unde

r th

eir

resp

ectiv

e al

tern

ativ

es,

are

also

fe

asib

le

but

not

reas

onab

le,

how

eve

r,

sinc

e th

ey

do

not

pert

ain

to

Alte

rnat

ive

3A,

they

ar

e no

w

rem

oved

fr

om

refe

renc

e in

th

is m

easu

re.

Page 51: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-4

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

BIO

LO

GIC

AL

RE

SO

UR

CE

S

Nat

ura

l C

om

mu

nit

ies

NC

-1 T

he f

inal

pro

ject

des

ign

will

no

t e

xcee

d th

e gr

adin

g

limits

id

entif

ied

in

the

prel

imin

ary

proj

ect

plan

s w

ithou

t ad

ditio

nal

envi

ronm

enta

l ass

essm

ent.

2.15

-19

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Bio

logi

st

/ D

istr

ict

Env

ironm

enta

l P

lann

ing

Dur

ing

Des

ign-

Bui

ld

NC

-2 A

ppro

pria

te w

ildlif

e fe

ncin

g w

ill b

e in

stal

led

to d

irect

wild

life

tow

ard

exi

stin

g un

derc

ross

ing

stru

ctur

es

and

to

inhi

bit

wild

life

mov

emen

t on

to

the

I-15

an

d I-

215

free

way

s, a

s de

term

ined

by

the

Dis

tric

t B

iolo

gist

. E

quip

men

t m

aint

enan

ce,

light

ing,

an

d st

agin

g m

ust

be

in

desi

gnat

ed

area

s, a

way

fro

m w

ildlif

e co

rrid

or

entr

ance

s. T

he c

orrid

ors

will

be

kept

cl

ear

of

all

equi

pmen

t or

st

ruct

ures

th

at

coul

d po

tent

ially

se

rve

as

barr

iers

to

w

ildlif

e pa

ssag

e.

2.15

-19

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-3

Con

stru

ctio

n st

agin

g an

d st

orag

e ac

tiviti

es w

ill b

e lo

cate

d in

upl

and

area

s so

as

to p

reve

nt

the

runo

ff

from

an

y sp

ills

from

en

terin

g w

ater

s of

the

U.S

. an

d S

tate

.

2.15

-20

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Dur

ing

Des

ign-

Bui

ld

Page 52: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-41

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

N

C-4

In o

rder

to

avoi

d im

pact

s to

ne

stin

g bi

rds,

an

y na

tive

vege

tatio

n re

mov

al

or

tree

tr

imm

ing

activ

ities

w

ill

occu

r ou

tsid

e of

th

e ne

stin

g bi

rd

seas

on

(Feb

ruar

y 15

–Aug

ust

31).

In

the

even

t th

at v

eget

atio

n

clea

ring

is n

eces

sary

dur

ing

the

ne

stin

g se

ason

, a

qual

ified

bi

olog

ist

mus

t co

nduc

t a

pre-

cons

truc

tion

surv

ey t

o id

entif

y th

e lo

catio

ns

of

nest

s.

Sho

uld

nest

ing

bird

s be

fo

und,

an

ex

clus

iona

ry

buff

er

will

be

es

tabl

ishe

d by

the

bio

logi

st.

Thi

s bu

ffer

w

ill

be

clea

rly m

arke

d in

th

e fie

ld

by

cons

truc

tion

pers

onne

l un

der

guid

ance

of

the

biol

ogis

t, an

d co

nstr

uctio

n or

cl

earin

g w

ill

not

be

cond

ucte

d w

ithin

thi

s zo

ne u

ntil

the

biol

ogis

t de

term

ines

tha

t th

e yo

ung

have

fle

dged

or

the

nest

is

no l

onge

r ac

tive.

2.15

-20

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-5

A

biol

ogis

t w

ill

mon

itor

cons

truc

tion

for

the

dura

tion

of

the

proj

ect

to

ensu

re

that

ve

geta

tion

rem

oval

, B

MP

s,

ES

As,

an

d al

l av

oida

nce

and

min

imiz

atio

n m

easu

res

are

prop

erly

co

nstr

ucte

d an

d fo

llow

ed.

2.15

-20

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-6

The

e

xist

ing

culv

ert

stru

ctur

es t

hat

will

be

exte

nded

2.

15-2

0 D

esig

n Bu

ilder

R

esid

ent

Eng

inee

r /

Dis

tric

t D

esig

n /

Dur

ing

Des

ign-

Page 53: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-4

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

or

mod

ified

by

the

proj

ect

will

be

de

sign

ed

to

be

at

leas

t as

co

mpa

tible

with

wild

life

usag

e as

th

e ex

istin

g cu

lver

ts.

For

ex

ampl

e,

to

crea

te

trac

tion

for

wild

life,

tex

ture

d co

ncre

te w

ill b

e us

ed

with

in

the

culv

ert

and

on

culv

ert

inle

t/ou

tlet

stru

ctur

es.

Exi

stin

g cu

lver

ts

will

be

da

y-lig

hted

or

sky-

light

ed t

o en

hanc

e w

ildlif

e vi

sibi

lity,

as

dete

rmin

ed t

o be

fe

asib

le

by

the

Dep

artm

ent

Pro

ject

Man

ager

. V

eget

atio

n w

ill

be

rem

oved

fr

om

culv

ert

area

s w

ith h

ydro

logi

cal

flow

. H

owe

ver,

be

caus

e ve

geta

tion

arou

nd

culv

erts

pr

ovid

es

cove

r fo

r an

imal

s, r

outin

e m

aint

enan

ce o

f cu

lver

ts

will

in

volv

e cl

earin

g

vege

tatio

n m

ainl

y in

the

flo

w l

ine

so u

se b

y w

ildlif

e is

not

inh

ibite

d.

The

fo

llow

ing

avoi

danc

e an

d m

inim

izat

ion

mea

sure

s w

ill

be

inco

rpor

ated

:

Dis

tric

t Bio

logi

st

Bui

ld

NC

-6-a

F

ollo

win

g pr

ojec

t co

nstr

uctio

n, a

ll di

stur

bed

habi

tat

adja

cent

to

1a

- Pitt

man

C

anyo

n

(Mat

thew

s R

anch

Roa

d) a

nd 1

b-P

ittm

an

Can

yon

(cul

vert

),

2-M

iddl

eman

C

anyo

n,

8-C

ajon

C

reek

, an

d 9-

BN

SF

an

d U

P

Rai

lroad

w

ill

be

rest

ored

w

ith

nativ

e ve

geta

tion

to

the

best

ex

tent

fea

sibl

e.

2.15

-20

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Page 54: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-43

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

N

C-6

-b E

quip

men

t m

aint

enan

ce,

light

ing,

and

sta

ging

mus

t be

in

desi

gnat

ed

area

s,

away

fr

om

wild

life

cros

sing

s.

2.15

-20

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-6-c

If

wor

k m

ust

be d

one

at

nigh

t,

nois

e an

d di

rect

lig

htin

g w

ould

be

dire

cted

aw

ay f

rom

the

cr

ossi

ngs.

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-6-d

The

cro

ssin

gs w

ould

be

ke

pt

clea

r of

al

l eq

uipm

ent

or

stru

ctur

es

that

co

uld

pote

ntia

lly

serv

e as

ba

rrie

rs

to

wild

life

pass

age.

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

/

Dur

ing

Des

ign-

Bui

ld

NC

-6-e

T

he

exi

stin

g cu

lver

t st

ruct

ures

th

at

wou

ld

be

ex

tend

ed

or

mod

ified

by

th

e pr

ojec

t w

ould

be

de

sign

ed

so

that

th

ey

wou

ld

be

at

leas

t as

co

mpa

tible

with

wild

life

usag

e as

th

e ex

istin

g cu

lver

t. W

here

fe

asib

le,

the

final

de

sign

w

ill

inco

rpor

ate

the

use

of

text

ured

co

ncre

te w

ithin

the

cul

vert

, an

d on

cul

vert

inle

t/out

let s

truc

ture

s.

2-15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-6-f

T

o m

axim

ize

wild

life

mov

emen

t in

eac

h of

the

cul

vert

s id

entif

ied

in

Tab

le

2.15

- C,

any

culv

erts

lis

ted

in t

he t

able

sha

ll in

clud

e na

tura

l or

smoo

th c

emen

t bo

ttom

s in

th

e ex

tend

ed

segm

ents

.

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-6-g

Win

g-w

alls

will

be

utili

zed

to

th

e m

axim

um

exte

nt

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

urin

g D

esig

n-

Page 55: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-4

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

pr

actic

able

to

m

inim

ize

culv

ert

exte

nsio

n le

ngth

s fo

r ea

ch o

f th

e cu

lver

ts i

dent

ified

in

Tab

le 2

.15-

C.

Dis

tric

t Bio

logi

st

Bui

ld

NC

-6-h

D

urin

g th

e fin

al

desi

gn

stag

e, e

ach

of t

he m

ajor

wild

life

cros

sing

s sh

own

in T

able

2.1

5-C

w

ill

be

eval

uate

d to

de

term

ine

the

feas

ibili

ty o

f da

y-lig

htin

g an

y po

rtio

ns o

f th

e cu

lver

t or

add

ing

sk

y-lig

hts,

w

here

fe

asib

le,

to

enha

nce

wild

life

mov

emen

t.

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

NC

-6-i

A

ppro

pria

te

wild

life

fenc

ing

will

be

inst

alle

d to

dire

ct

wild

life

tow

ard

e

xist

ing

unde

rcro

ssin

g st

ruct

ures

, as

de

term

ined

by

th

e D

istr

ict

Bio

logi

st,

to

inhi

bit

wild

life

mov

emen

t on

to

the

I-15

an

d I

215.

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-6-j

V

eget

atio

n w

ill

be

rem

oved

fr

om

the

flow

lin

e.

How

eve

r,

beca

use

it is

be

st

to

have

ve

geta

tion

arou

nd

the

cu

lver

ts

to

prov

ide

cove

r fo

r an

imal

s, r

outin

e m

aint

enan

ce o

f cu

lver

ts b

y cl

earin

g ve

geta

tion

in

the

flow

lin

e w

ith m

inim

al i

mpa

ct

to w

ildlif

e w

ill b

e pr

ovid

ed,

so u

se

by w

ildlif

e is

not

inhi

bite

d.

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ D

istr

ict M

aint

enan

ce

Dur

ing

Des

ign-

Bui

ld

NC

-6-k

P

rior

to

clea

ring

or

cons

truc

tion,

hi

ghly

vi

sibl

e ba

rrie

rs

(suc

h as

or

ange

co

nstr

uctio

n fe

ncin

g)

will

be

2.15

-21

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to a

ny g

rou

nd

dist

urbi

ng a

ctiv

ities

Page 56: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-45

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

in

stal

led

arou

nd

the

proj

ect

foot

prin

t to

des

igna

te E

SA

s to

be

pres

erve

d.

No

grad

ing

or

fill

activ

ity

of

any

type

w

ill

be

perm

itted

with

in t

hese

ES

As.

In

addi

tion,

he

avy

equi

pmen

t, in

clud

ing

mot

or v

ehic

les,

will

not

be

allo

wed

to

oper

ate

with

in t

he

ES

As.

All

cons

truc

tion

equi

pmen

t sh

ould

be

oper

ated

in

a m

anne

r so

as

to

pr

even

t ac

cide

ntal

da

mag

e to

ne

arby

pr

eser

ved

ar

eas.

No

stru

ctur

e of

any

kin

d,

or

inc i

dent

al

stor

age

of

equi

pmen

t or

su

pplie

s,

will

be

al

low

ed

with

in

thes

e pr

otec

ted

zone

s. S

ilt f

ence

bar

riers

will

be

inst

alle

d at

the

ES

A b

ound

ary

to

prev

ent

acci

dent

al d

epos

ition

of

fill

mat

eria

l in

ar

eas

whe

re

vege

tatio

n is

im

med

iate

ly

adja

cent

to

pl

anne

d gr

adin

g ac

tiviti

es.

NC

-7

Noi

se

sam

plin

g w

ill

be

cond

ucte

d be

fore

an

d af

ter

cons

truc

tion

in

Pitt

man

C

anyo

n in

3-

5 lo

catio

ns

as

dire

cted

by

th

e D

istr

ict

biol

ogis

t in

th

e up

stre

am

drai

nage

to

pr

ovid

e

data

re

late

d to

th

e w

ildlif

e en

hanc

emen

t mea

sure

s.

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ D

istr

ict D

esig

n

Dur

ing

Des

ign-

Bui

ld

NC

-8

A

min

imum

5’

pa

ssag

e (s

idew

alk

or

trai

l) w

ill

be

inco

rpor

ated

ad

jace

nt

to

the

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

urin

g D

esig

n-B

uild

Page 57: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-4

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ne

wly

co

nstr

ucte

d C

ajon

R

oad

unde

r th

e I-

15

Brid

ge

to

allo

w

wild

life

mov

emen

t in

th

e ar

ea

whe

n th

e C

reek

is

fil

led

with

w

ater

in n

orm

al s

torm

con

ditio

ns.

Dis

tric

t Bio

logi

st

NC

-9 R

ubbe

rized

asp

halt

will

be

used

on

Caj

on R

oad

in t

he a

rea

ad

jace

nt

to

Caj

on

Cre

ek

as

it tr

aver

ses

unde

r th

e I-

15 B

ridge

to

red

uce

nois

e

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-10

No

light

ing

will

be

in

stal

led

on

Caj

on

Bou

leva

rd

betw

een

100

feet

wes

t of

Dev

ore

R

oad/

Gle

n H

elen

P

arkw

ay

and

10

0 fe

et

east

of

th

e K

enw

ood

A

venu

e in

ters

ectio

n. A

ny l

ight

ing

at

the

Ken

woo

d A

venu

e

inte

rsec

tion

shal

l be

lim

ited

to

requ

isite

saf

ety

light

ing

only

.

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-11

No

light

ing

will

be

in

stal

led

on t

he I

-15

brid

ges

over

C

ajon

Cre

ek t

hat

will

shi

ne d

own

be

low

the

brid

ges.

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

NC

-12

The

P

ittm

an

Can

yon

cu

lver

t do

wns

trea

m

(sou

th

and

wes

t of

I-

15)

will

be

re

cons

truc

ted

utili

zing

3:1

– 4

:1

side

sl

opes

w

ithin

th

e D

epar

tmen

t’s

right

-of-

way

, an

d

will

inc

lude

a s

tepp

ed t

rans

ition

do

wn

to

the

drai

nage

fr

om

the

culv

ert.

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Page 58: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-47

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

N

C-1

3 T

he D

istr

ict

will

wor

k w

ith

US

FS

to

id

entif

y w

ildlif

e en

hanc

emen

t m

easu

res

in

the

Pitt

man

C

anyo

n ar

ea

and

U

nnam

ed

Dra

inag

e 4

prio

r to

co

nstr

uctio

n.

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Bio

logi

st

/ D

istr

ict

Env

ironm

enta

l P

lann

ing

Dur

ing

Des

ign-

Bui

ld

NC

-14

Dur

ing

cons

truc

tion,

so

il an

d ve

geta

tion

dist

urba

nce

will

be

m

inim

ized

to

th

e gr

eate

st

exte

nt f

easi

ble.

2.15

-22

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict

Bio

logi

st

/ D

istr

ict

Env

ironm

enta

l P

lann

ing

Dur

ing

Des

ign-

Bui

ld

Wet

lan

ds

and

Wat

ers

WA

T-1

Im

plem

enta

tion

of a

ny o

f th

e B

uild

Alte

rnat

ives

will

req

uire

ob

tain

ing

the

follo

win

g pe

rmits

re

late

d to

Wat

ers

of t

he U

.S.

and

Wat

ers

of th

e S

tate

:

2.16

-40

Des

ign

Bui

lder

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

C

onst

ruct

ion

WA

T-1

-a S

ectio

n 40

4 P

erm

it fr

om th

e U

SA

CO

E

2.16

-40

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

C

onst

ruct

ion

WA

T-1

-b S

ectio

n 40

1 W

aive

r of

C

ertif

icat

ion

of th

e S

ectio

n 40

4 P

erm

it fr

om t

he R

WQ

CB

2.16

-40

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

C

onst

ruct

ion

WA

T-1

-c S

ectio

n 16

02

Agr

eem

ent f

rom

the

CD

FG

2.

16-4

0 D

esig

n Bu

ilder

R

esid

ent E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

Con

stru

ctio

n

Page 59: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-4

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

W

AT

-2 C

ompe

nsat

ory

miti

gatio

n is

ant

icip

ated

to b

e re

quire

d to

of

fset

the

loss

of

fede

ral

juris

dict

iona

l wat

ers

and

will

be

at

a m

inim

um 2

:1 m

itiga

tion

ratio

. O

f the

76

acre

s be

ing

purc

hase

d fo

r im

pact

s to

allu

vial

fan

sag

e sc

rub,

the

Dep

artm

ent p

lans

to

utili

ze 3

.5 a

cres

of t

he 7

6 to

ad

dres

s im

pact

s to

wat

ers

of t

he

U.S

.

2.16

-40

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

WA

T-3

Com

pens

ator

y m

itiga

tion

is a

ntic

ipat

ed to

be

requ

ired

to

offs

et th

e lo

ss o

f Sta

te

juris

dict

iona

l wat

ers

and

will

be

at

a m

inim

um 2

:1 m

itiga

tion

ratio

. O

f the

76

acre

s be

ing

purc

hase

d fo

r im

pact

s to

allu

vial

fan

sag

e sc

rub,

the

Dep

artm

ent p

lans

to

utili

ze 2

4.25

acr

es o

f the

76

to

addr

ess

impa

cts

to w

ater

s of

the

S

tate

.

2.16

-41

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

An

imal

s

AN

I-1

To

avo

id p

oten

tial

effe

cts

to

spec

ial

stat

us

rapt

ors

and

othe

r ne

stin

g bi

rds

prot

ecte

d by

th

e M

igra

tory

B

ird

Tre

aty

Act

(M

BT

A),

veg

etat

ion

clea

ring

and

prel

imin

ary

grou

nd

dist

urba

nce

wor

k w

ill b

e c

ompl

eted

out

side

of

bird

br

eedi

ng

seas

on

(typ

ical

ly

set

as

Feb

ruar

y 15

th

roug

h

2.18

-6

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

grou

nd

dist

urbi

ng a

ctiv

ities

Page 60: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-49

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

A

ugus

t 31

).

In

the

even

t th

at

initi

al

grou

ndw

ork

cann

ot

be

cond

ucte

d ou

tsid

e th

e bi

rd

bree

ding

se

ason

, fo

cuse

d su

rvey

s w

ill b

e co

nduc

ted

prio

r to

gr

ound

di

stur

bing

ac

tiviti

es.

Sho

uld

nest

ing

bird

s be

fo

und,

an

ex

clus

iona

ry

buff

er

will

be

es

tabl

ishe

d by

the

bio

logi

st.

The

bu

ffer

may

be

up t

o 50

0 fe

et i

n di

amet

er

depe

ndin

g on

th

e sp

ecie

s of

ne

stin

g bi

rd

foun

d.

Thi

s bu

ffer

will

be

clea

rly m

arke

d in

th

e fie

ld

by

cons

truc

tion

pers

onne

l un

der

guid

ance

of

the

biol

ogis

t, an

d co

nstr

uctio

n or

cl

earin

g w

ill

not

be

cond

ucte

d w

ithin

thi

s zo

ne u

ntil

the

biol

ogis

t de

term

ines

tha

t th

e yo

ung

have

fle

dged

or

the

nest

is

no l

onge

r ac

tive.

AN

I-2

Sur

veys

for

the

pre

senc

e of

spe

cial

sta

tus

bat-

spec

ies

will

be

re

quire

d pr

ior

to

the

co

mm

ence

men

t of

co

nstr

uctio

n.

Bec

ause

the

spe

cies

of

bat

may

ch

ange

bet

wee

n cu

rren

t su

rvey

s an

d th

e tim

e of

con

stru

ctio

n, a

nd

beca

use

avoi

danc

e an

d m

inim

izat

ion

mea

sure

s ar

e sp

ecie

s sp

ecifi

c,

the

prec

ise

mea

sure

s ca

nnot

be

dete

rmin

ed

at

this

tim

e.

The

refo

re,

the

2.18

-7

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

Page 61: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-5

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ap

plic

atio

n of

ap

prop

riate

av

oida

nce

and

min

imiz

atio

n m

easu

res

rega

rdin

g ba

ts

will

re

quire

fur

ther

inv

estig

atio

n an

d po

tent

ial

miti

gatio

n as

sp

ecifi

ed

belo

w:

AN

I-2-

a A

qua

lifie

d ba

t bi

olog

ist

shal

l su

rvey

the

pro

ject

are

a in

th

e 20

12

Spr

ing

seas

on

to

asse

ss t

he p

oten

tial f

or it

s us

e as

a

day

and

nigh

t ro

ost

whi

ch

wou

ld a

llow

tim

e to

dea

l with

any

ba

t is

sues

th

at

may

ar

ise

and

coul

d be

de

alt

with

pr

ior

to

cons

truc

tion.

S

ince

ba

t ro

osts

ca

n ch

ange

se

ason

ally

, if

bats

ar

e de

term

ined

to

be

pr

esen

t du

ring

the

2012

S

prin

g su

rvey

, th

e qu

alifi

ed b

at b

iolo

gist

will

als

o pe

rfor

m p

re-c

onst

ruct

ion

surv

eys

each

sub

sequ

ent

sprin

g pr

ior

to

cons

truc

tion

activ

ities

in

volv

ing

exis

ting

brid

ge

stru

ctur

es.

The

su

rvey

s w

ill

incl

ude

a co

mbi

natio

n of

st

ruct

ure

insp

ectio

n, s

ampl

ing,

exi

t co

unts

, an

d ac

oust

ic

surv

eys.

T

he

acou

stic

su

rvey

as

sess

es

the

freq

uenc

y of

sou

nds

emitt

ed b

y th

e ba

ts a

nd is

use

d to

det

erm

ine

the

spec

ies

of

bats

th

at

are

pres

ent.

2.18

-7

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

Page 62: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-51

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

AN

I-2-

b A

nig

ht r

oost

ref

ers

to a

st

ruct

ure

(nat

ural

or

bu

ilt)

in

whi

ch

bats

ro

ost

durin

g th

e

even

ing

betw

een

fora

ging

bou

ts.

The

re

wou

ld

be

min

imal

or

no

im

pact

s to

ba

ts

if co

nstr

uctio

n ac

tivity

is

lim

ited

to

dayt

ime

hour

s,

the

exis

ting

stru

ctur

es

utili

zed

by t

he b

ats

for

roos

ting

are

not

rem

oved

or

al

tere

d,

vege

tatio

n ad

jace

nt

to

thes

e st

ruct

ures

is

not

clea

red,

and

the

ai

rspa

ce t

o ac

cess

the

str

uctu

res

is

not

rest

ricte

d.

If ni

ghtti

me

cons

truc

tion

activ

ity

is

antic

ipat

ed,

or

if m

ajor

m

odifi

catio

ns w

ill b

e m

ade

to t

he

brid

ges

or

culv

erts

th

at

may

re

duce

th

eir

suita

bilit

y fo

r ni

ght

roos

ting,

th

e po

tent

ial

nigh

t ro

ostin

g ar

eas

with

in t

he B

SA

will

re

quire

fu

rthe

r in

vest

igat

ion

durin

g th

e pr

epar

atio

n of

the

fin

al

proj

ect

plan

s th

roug

h ac

oust

ic

mon

itorin

g to

yie

ld m

ore

prec

ise

info

rmat

ion

with

re

gard

to

pr

esen

ce,

spec

ies

com

posi

tion,

an

d th

e ap

pro

xim

ate

num

ber

of

bats

ut

ilizi

ng

the

stru

ctur

es

for

roos

ting.

Thi

s in

form

atio

n w

ould

th

en

be

used

to

de

term

ine

the

appr

opria

te

avoi

danc

e an

d

min

imiz

atio

n m

easu

res

that

w

ould

min

imiz

e im

pact

s to

nig

ht-

2.18

-7

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

cons

truc

tion

Page 63: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-5

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ro

ostin

g ba

ts.

AN

I-2-

c

Alth

ough

br

idge

an

d

culv

ert

roos

ts

can

be

rela

tivel

y ea

sy t

o id

entif

y, t

ree

roos

ts a

re

mor

e su

btle

an

d re

quire

cl

ose

exam

inat

ion.

In

or

der

to

avoi

d po

tent

ial

dire

ct

impa

cts

to

roos

ting

bats

, if

tree

rem

oval

or

trim

min

g is

nec

essa

ry f

or p

roje

ct

cons

truc

tion,

la

rge

tree

s an

d sn

ags

shou

ld b

e ex

amin

ed b

y a

ba

t bi

olog

ist

in t

he s

prin

g se

ason

pr

eced

ing

cons

truc

tion

prio

r to

re

mov

al

or

trim

min

g to

en

sure

th

at n

o ro

ostin

g ba

ts a

re p

rese

nt.

2.18

-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

AN

I-2-

d

An

addi

tiona

l da

ytim

e as

sess

men

t sh

ould

be

cond

ucte

d in

the

spr

ing

prio

r to

the

sta

rt o

f co

nstr

uctio

n to

re

exam

ine

the

crev

ices

tha

t m

ay b

e su

itabl

e fo

r us

e by

day

roo

stin

g ba

ts.

If d

ay

roos

ting

bats

are

pre

sent

or

thei

r pr

esen

ce

is

assu

med

in

st

ruct

ures

th

at

will

be

di

rect

ly

affe

cted

by

co

nstr

uctio

n ac

tiviti

es,

excl

usio

nary

de

vice

s m

ay n

eed

to b

e pl

aced

in

the

fall

(Sep

tem

ber

or O

ctob

er)

to a

void

po

tent

ial d

irect

impa

cts

to b

ats.

2.18

-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

AN

I-2-

e

The

bi

olog

ist

will

st

ipul

ate

the

appr

opria

te t

ime

of

year

(no

rmal

ly t

he f

all a

nd w

inte

r)

for

cons

truc

tion

at

pote

ntia

l

2.18

-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

grou

nd

dist

urbi

ng a

ctiv

ities

Page 64: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-53

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ro

ostin

g si

tes

(e.g

., br

idge

st

ruct

ures

) to

av

oid

impa

cts

to

roos

ting

bats

. A

fter

surv

eys

are

com

plet

ed d

urin

g th

e sp

ring

2012

se

ason

, de

pend

ing

on

the

resu

lts,

appr

opria

te

avoi

danc

e an

d m

inim

izat

ion

mea

sure

s w

ill

be

spec

ified

by

a

qual

ified

ba

t bi

olog

ist.

Avo

idan

ce

and

min

imiz

atio

n m

easu

res

may

in

clud

e so

me

or

all

of

the

follo

win

g:

excl

usio

nary

de

vice

s an

d ch

angi

ng

stag

ing

area

s,

acce

ss r

oute

s, a

nd li

ghtin

g.

AN

I-3

Prio

r to

com

men

cem

ent

of

any

cons

truc

tion

in C

ajon

Cre

ek,

the

Dep

artm

ent

shal

l re

view

and

ap

prov

e a

sp

eckl

ed

dace

re

loca

tion

plan

th

at

will

in

clud

e th

e fo

llow

ing

elem

ents

:

2.18

-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

AN

I-3-

a O

ngoi

ng

surv

eyi

ng

for

the

pres

ence

of

spec

kled

dac

e in

C

ajon

C

reek

by

a

qual

ified

bi

olog

ist.

2.18

-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

AN

I-3-

b

Rev

iew

of

pr

opos

ed

grad

ing

activ

ities

to

ensu

re t

hat

no p

onds

are

cre

ated

tha

t m

ight

en

trap

spe

ckle

d da

ce.

2.18

-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

AN

I-3-

c

Pla

ns

for

wat

er

dive

rsio

n, if

nee

ded.

2.

18-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Page 65: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-5

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

AN

I-3-

d R

eloc

atio

n pl

ans

for

any

spec

kled

da

ce

that

m

ight

be

id

entif

ied.

2.18

-8

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

AN

I-4

P

rior

to

the

co

mm

ence

men

t of

an

y co

nstr

uctio

n in

Caj

on C

reek

, th

e D

epar

tmen

t sh

all

revi

ew

and

ap

prov

e a

tw

o-st

riped

ga

rter

sn

ake

relo

catio

n pl

an

that

w

ill

incl

ude

the

follo

win

g el

emen

ts:

2.18

-9

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

AN

I-4-

a T

he S

BK

R m

onito

rs w

ill

be

trai

ned

to

surv

ey

for

the

pr

esen

ce

of

the

two-

strip

ed

gart

er

snak

e.

Any

su

ch

snak

es

foun

d w

ill

be

app

ropr

iate

ly

relo

cate

d ou

tsid

e th

e co

nstr

uctio

n ar

ea.

2.18

-9

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

AN

I-4-

b P

lans

for

wat

er d

iver

sion

an

d th

e po

tent

ial

to

enco

unte

r th

e sn

ake

will

be

deve

lope

d.

2.18

-9

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

Th

reat

ened

an

d E

nd

ang

ered

Sp

ecie

s

Effo

rts

for S

an B

erna

rdin

o K

anga

roo

Rat

- M

easu

res

Inco

rpor

ated

into

Pro

ject

Des

ign

ES

-1 W

iden

ing

of I

-15

sout

h of

C

ajon

Cre

ek w

as s

hift

ed i

nto

the

med

ian

rath

er

than

ou

tsid

e w

iden

ing

to

avo

id

impa

cts

to

SB

KR

hab

itat

and

wat

ers

of t

he

U.S

. and

Sta

te.

2.19

-26

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Page 66: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-55

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ES

-2 I

n ar

eas

whe

re f

easi

ble,

the

pr

ojec

t fo

otpr

int

was

m

inim

ized

th

roug

h th

e us

e of

2:

1 sl

opes

ra

ther

th

an

the

Dep

artm

ent

stan

dard

4:1

slo

pes.

2.19

-26

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-3

To

min

imiz

e po

tent

ial

impa

cts

to S

BK

R h

abita

t an

d to

w

ater

s of

the

U.S

and

Sta

te,

the

follo

win

g de

sign

re

finem

ents

ha

ve b

een

inco

rpor

ated

int

o th

e

prop

osed

rec

onne

ctio

n of

Caj

on

Bou

leva

rd:

2.19

-26

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-3-a

The

des

ign

spee

d of

the

ro

adw

ay w

as r

educ

ed t

o al

low

for

tig

hter

cur

ves.

Thi

s re

duct

ion

in

desi

gn

spee

d al

low

ed

for

redu

ced

habi

tat

impa

cts

as

follo

ws:

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-3-a

-i

Wes

t of

th

e I-

15

unde

rcro

ssin

g,

Caj

on

Bou

leva

rd

was

alig

ned

as c

lose

as

poss

ible

to

the

I-1

5 fr

eew

ay t

o m

inim

ize

the

exte

nt

of

the

habi

tat

isla

nd

crea

ted

betw

een

Caj

on

Bou

leva

rd a

nd I

-15.

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-3-a

-ii

Eas

t of

th

e I-

15

unde

rcro

ssin

g C

ajon

B

oule

vard

w

as a

ligne

d as

clo

se a

s po

ssib

le

to t

he e

xist

ing

deve

lope

d pa

rcel

s th

at f

ront

on

Old

Caj

on B

oule

vard

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Page 67: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-5

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

to

lim

it im

pact

s to

th

e ha

bita

t be

twee

n C

ajon

B

oule

vard

an

d

the

Cre

ek.

ES

-3-a

-iii

The

ed

ge

of

the

emba

nkm

ent

for

Caj

on

Bou

leva

rd

adja

cent

to

C

ajon

C

reek

w

ill

be

prot

ecte

d by

a

reta

inin

g w

all

rath

er

than

by

sl

opes

, re

duci

ng t

he i

mpa

cts

to

SB

KR

hab

itat.

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-3-a

-iv

An

appr

oxi

mat

ely

3-fo

ot s

olid

wal

l w

ill b

e co

nstr

ucte

d al

ong

the

reco

nnec

tion

of C

ajon

B

oule

vard

, to

shi

eld

Caj

on C

reek

an

d ad

jace

nt S

BK

R h

abita

t fr

om

car

light

s.

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-4 I

mpa

cts

of t

he r

eope

ning

of

the

clos

ed

port

ion

of

exis

ting

Caj

on

Bou

leva

rd

betw

een

K

enw

ood

Ave

nue

and

its c

urre

nt

sout

hern

ter

min

us w

ere

redu

ced

by

the

fol

low

ing

mea

sure

s:

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-4-a

Mai

ntai

ning

an

d ut

ilizi

ng

the

exis

ting

clos

ed

road

bed

as

muc

h as

pos

sibl

e.

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-4-b

Li

miti

ng

capa

city

on

C

ajon

B

oule

vard

be

twee

n

Ken

woo

d A

venu

e an

d D

evor

e

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Des

ign

/ D

urin

g D

esig

n-B

uild

Page 68: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-57

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

R

oad/

Gle

n H

elen

Par

kway

to

one

la

ne i

n ea

ch d

irect

ion

(inst

ead

of

the

orig

inal

ly p

ropo

sed

four

-lane

ro

adw

ay,

two

lane

s in

ea

ch

dire

ctio

n).

Dis

tric

t Bio

logi

st

Effo

rts

for S

an B

erna

rdin

o K

anga

roo

Rat

- C

ompe

nsat

ory

Mea

sure

for P

erm

anen

t Tak

e of

Hab

itat

ES

-5

To

offs

et

perm

anen

t an

d te

mpo

rary

im

pact

s to

S

BK

R

suita

ble

habi

tat

(occ

upie

d an

d po

tent

ially

oc

cupi

ed),

th

e D

epar

tmen

t w

ill p

urch

ase

cred

its

with

in

the

Caj

on

Cre

ek

Con

serv

atio

n B

ank

or

anot

her

accr

edite

d co

nser

vatio

n ba

nk f

or

SB

KR

ac

cord

ing

to

the

ratio

s sp

ecifi

ed

in

the

tabl

e be

low

. In

ad

ditio

n, t

empo

rary

eff

ects

will

be

of

fset

by

rest

orin

g ha

bita

t to

pre

- pr

ojec

t co

nditi

ons.

P

leas

e se

e A

ppen

dix

M i

n th

e D

epa

rtm

ent’s

B

A (

2011

).

2.19

-27

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ La

ndsc

ape

Arc

hite

ctur

e

Dur

ing

Des

ign-

Bui

ld

Dep

artm

ent

will

be

re

spon

sibl

e fo

r pu

rcha

sing

cr

edits

an

d th

e D

esig

n B

uild

er w

ill b

e

resp

onsi

ble

for

rest

orin

g ha

bita

t.

Effo

rts

for S

an B

erna

rdin

o K

anga

roo

Rat

- M

easu

res

to R

educ

e Im

pact

s D

urin

g C

onst

ruct

ion

Page 69: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-5

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ES

-6 A

bio

logi

st w

ith k

now

ledg

e

abou

t S

BK

R a

nd i

ts h

abita

t w

ill

be

reta

ined

to

fu

nctio

n as

a

biol

ogic

al m

onito

r. T

he b

iolo

gica

l m

onito

r w

ill h

old

a va

lid S

ectio

n 10

(a)(

1)(A

) pe

rmit

for

SB

KR

. A

t le

ast

30

days

pr

ior

to

initi

atin

g pr

ojec

t ac

tiviti

es,

the

nam

e(s)

, an

y pe

rmit

num

bers

, an

d re

sum

es

of

all

pros

pect

ive

biol

ogic

al

mon

itors

w

ill

be

subm

itted

, in

writ

ing,

to

the

Pal

m

Spr

ings

Fis

h an

d W

ildlif

e O

ffice

(P

SF

WO

).

Pro

ject

ac

tiviti

es

will

no

t be

gin

until

th

e P

SF

WO

ap

prov

es a

bio

logi

cal

mon

itor

or

mon

itors

. If

no

res p

onse

is

re

ceiv

ed

with

in

30

days

, th

e D

epar

tmen

t w

ill

cont

act

the

US

FW

S r

egar

ding

sta

tus.

2.19

-28

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

ES

-7

Prio

r to

cl

earin

g or

co

nstr

uctio

n an

d un

der

the

su

perv

isio

n of

th

e ap

prov

ed

biol

ogic

al m

onito

r,

high

ly

visi

ble

barr

iers

(s

uch

as

oran

ge

cons

truc

tion

fenc

ing)

w

ill

be

inst

alle

d ar

ound

sc

aleb

room

sc

rub

com

mun

ities

(L

epid

ospa

rtum

sq

uam

atum

, A

llian

ce,

Saw

yer

et

al.

2009

)

2.19

-28

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

Page 70: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-59

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ad

jace

nt t

o th

e pr

ojec

t foo

tprin

t to

desi

gnat

e E

nviro

nmen

tally

S

ensi

tive

Are

as

(ES

As)

to

be

pr

otec

ted

from

co

nstr

uctio

n im

pact

s. N

o gr

adin

g or

fill

act

ivity

of

any

typ

e w

ill o

ccur

with

in t

hese

E

SA

s.

In

addi

tion,

he

avy

equi

pmen

t, in

clud

ing

mot

or

vehi

cles

, w

ill n

ot d

rive

or o

pera

te

with

in t

he E

SA

s. A

ll co

nstr

uctio

n eq

uipm

ent

will

be

oper

ated

in

a

man

ner

to

prev

ent

acci

dent

al

dam

age

to

near

by

prot

ecte

d ar

eas.

No

stru

ctur

e of

any

kin

d,

or

inci

dent

al

stor

age

of

equi

pmen

t or

sup

plie

s, w

ill o

ccur

w

ithin

the

se p

rote

cted

zon

es

ES

-8 T

he b

iolo

gica

l m

onito

r w

ill

ensu

re

com

plia

nce

with

th

e pr

ojec

t de

scrip

tion

eval

uate

d in

th

e pr

ojec

t bi

olog

ical

op

inio

n,

incl

udin

g al

l co

nser

vatio

n m

easu

res

and

term

s an

d co

nditi

ons,

an

d w

ill

have

th

e

auth

ority

to

ha

lt/su

spen

d al

l ac

tiviti

es

until

ap

prop

riate

co

rrec

tive

mea

sure

s ha

ve

been

ta

ken.

2.19

-28

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

grou

nd

dist

urbi

ng a

ctiv

ities

ES

-9 T

he b

iolo

gica

l m

onito

r w

ill

repo

rt a

ny n

on-c

ompl

ianc

e w

ithin

24

ho

urs

to

the

Pal

m

Spr

ings

F

ish

and

Wild

life

Offi

ce

(PS

FW

O).

2.19

-29

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

Page 71: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-6

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ES

-10

The

bio

logi

cal

mon

itor

will

de

velo

p an

d

cond

uct

an

envi

ronm

enta

l aw

aren

ess

educ

atio

n pr

ogra

m

for

all

cons

truc

tion

pers

onne

l (in

clud

ing

tem

pora

ry

desi

gn- b

uild

ers

and

subc

ontr

acto

rs)

befo

re a

ny w

ork

is

begu

n on

or

ad

jace

nt t

o th

e pr

ojec

t si

te.

At

a m

inim

um,

the

info

rmat

ion

pres

ente

d w

ill in

clud

e (1

) th

e pu

rpos

e of

re

sour

ce

prot

ectio

n;

(2)

a de

scrip

tion

of

SB

KR

an

d its

ha

bita

t;

(3)

a de

scrip

tion

of

the

arro

yo

toad

an

d its

cr

itica

l ha

bita

t; (4

) th

e co

nser

vatio

n m

easu

res

that

w

ill

be

impl

emen

ted

in

conj

unct

ion

with

pr

ojec

t co

nstr

uctio

n;

(5)

delin

eatio

n an

d fla

ggin

g of

th

e pr

ojec

t ar

ea,

and

limita

tions

on

m

ovem

ent

of

pers

onne

l an

d eq

uipm

ent

and;

(6

) th

e ge

nera

l pr

ovis

ions

of

th

e A

ct

incl

udin

g th

e le

gal

stat

us o

f S

BK

R,

arro

yo

toad

and

the

mea

ning

of

“tak

e.”

2.19

-29

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-11

Bef

ore

any

grou

nd

dist

urba

nce

begi

ns a

nd u

nder

the

su

perv

isio

n of

th

e ap

prov

ed

biol

ogic

al

mon

itor,

th

e de

sign

-bu

ilder

will

del

inea

te a

nd m

ark

all

limits

of

cons

truc

tion

to b

e cl

early

vi

sibl

e to

al

l pe

rson

nel.

All

cons

truc

tion-

rela

ted

activ

ities

by

2.19

-29

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Pos

t con

stru

ctio

n

Page 72: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-61

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

de

sign

-bui

lder

s,

subc

ontr

acto

rs

or

thei

r ag

ents

, an

d eq

uipm

ent

(incl

udin

g ve

geta

tion

rem

oval

, gr

adin

g, e

quip

men

t la

y-do

wn

and

st

orag

e,

and

desi

gn-b

uild

er

park

ing)

will

be

rest

ricte

d to

the

de

sign

ated

lim

its o

f co

nstr

uctio

n an

d st

agin

g ar

eas.

Con

stru

ctio

n st

agin

g a n

d eq

uipm

ent

stor

age

will

be

lo

cate

d ou

tsid

e of

an

y po

tent

ial

habi

tat

area

s.

All

mov

emen

t of

de

sign

-bui

lder

s,

subc

ontr

acto

rs

or

thei

r ag

ents

, an

d eq

uipm

ent

will

be

rest

ricte

d to

the

lim

its o

f co

nstr

uctio

n an

d st

agin

g ar

eas.

B

lack

m

esh

silt

fenc

ing

will

be

in

stal

led

to

prev

ent

acci

dent

al d

epos

ition

of

fill

mat

eria

l in

ar

eas

whe

re

vege

tatio

n is

im

med

iate

ly

adja

cent

to

pl

anne

d gr

adin

g ac

tiviti

es.

The

bio

logi

cal

mon

itor

will

in

spec

t th

e fe

ncin

g at

th

e cl

ose

of

each

bu

sine

ss

day

thro

ugho

ut

the

cons

truc

tion

phas

e.

The

de

sign

-bui

lder

w

ill

impl

emen

t an

y re

quire

d re

pairs

to

the

fen

cing

with

in 2

4 ho

urs

of

rece

ivin

g no

tific

atio

n of

th

e re

quire

d re

pair.

Sho

uld

any

wor

k oc

cur

beyo

nd

the

fenc

ed

or

dem

arca

ted

limits

of

impa

ct,

the

biol

ogic

al

mon

itor

will

re

ques

t th

at

the

resi

dent

en

gine

er

halt

Page 73: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-6

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

w

ork

until

the

pro

blem

has

bee

n re

med

ied.

The

bio

logi

cal

mon

itor

will

no

tify

the

PS

FW

O

of

the

prob

lem

w

ithin

24

ho

urs

of

its

occu

rren

ce.

ES

-12

Prio

r to

pr

ojec

t-re

late

d ve

geta

tion

clea

ring

and

grad

ing

with

in

SB

KR

su

itabl

e ha

bita

t ar

eas,

an

excl

usio

nary

fen

ce w

ill

be

inst

alle

d,

as

nece

ssar

y,

arou

nd

the

limits

of

S

BK

R

suita

ble

habi

tat

(cat

egor

y 1)

ar

eas.

T

he

excl

usio

nary

fe

nce

will

con

sist

of

a 5-

feet

-tal

l ch

ain

link

fenc

e w

ith

a ¼

-inch

ga

uge

wire

m

esh

strip

(e

.g.,

hard

war

e

clot

h) a

ttac

hed

to t

he i

nsid

e ba

se

of t

he c

hain

lin

k fe

nce.

The

wire

m

esh

will

be

burie

d to

a m

inim

um

dept

h of

12

in

ches

be

low

th

e gr

ound

su

rfac

e an

d ha

ve

a

min

imum

hei

ght

of 4

fee

t ab

ove

grou

nd le

vel.

The

pro

pose

d fe

nce

desi

gn w

ill b

e su

bmitt

ed t

o an

d ap

prov

ed b

y th

e P

SF

WO

at

leas

t 30

da

ys

prio

r to

em

plac

emen

t an

d gr

adin

g.

The

qu

alifi

ed

biol

ogis

t ex

perie

nced

with

SB

KR

w

ill b

e pr

esen

t on

-site

whe

n th

e fe

nce

is i

nsta

lled

to m

inim

ize

the

dist

urba

nce

of

SB

KR

bu

rro

ws

from

the

fen

ce in

stal

latio

n. D

urin

g fe

nce

cons

truc

tion,

the

bio

logi

cal

2.19

-30

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

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App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-63

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

m

onito

r or

ot

her

qual

ified

bi

olog

ist

hold

ing

a 10

(a)(

1)(A

) pe

rmit

will

han

d-ex

cava

te m

arke

d bu

rro

ws

with

in

100

feet

in

ad

vanc

e of

th

e tr

ench

ing

back

hoe;

if

nece

ssar

y,

anot

her

biol

ogis

t w

ill

stan

d by

th

e ba

ckho

e to

obs

erve

any

ani

mal

s ca

ught

up

in t

he b

ackh

oe b

ucke

t. T

he S

BK

R p

erm

itted

bio

logi

st w

ill

rem

ove

any

SB

KR

fou

nd i

n th

e bu

rro

w

or

back

hoe

buck

et

and

rele

ase

them

ou

tsid

e th

e fe

nce

alig

nmen

t. A

fen

ce d

esig

n w

ill b

e su

bmitt

ed

to

the

PS

FW

O

for

appr

oval

at

leas

t 30

day

s pr

ior

to

empl

acem

ent.

ES

-13

Afte

r an

y re

quire

d

excl

usio

nary

fe

nce

is

in

plac

e,

and

befo

re

initi

al

grou

nd

dist

urba

nce

cons

truc

tion

activ

ities

, th

e fe

nced

are

a w

ill b

e tr

appe

d an

d al

l sm

all

mam

mal

s ca

ptur

ed

will

be

re

mov

ed

and

rele

ased

ou

tsid

e th

e pr

ojec

t fo

otpr

int

to

adja

cent

su

itabl

e ha

bita

t. T

he b

iolo

gica

l m

onito

r or

ot

her

qual

ified

bio

logi

st h

oldi

ng a

va

lid

sect

ion

10(a

)(1)

(A)

perm

it w

ill li

ve-t

rap

and

rem

ove

as m

any

SB

KR

as

poss

ible

fro

m w

ithin

the

en

clos

ed

cons

truc

tion

area

an

d re

capt

ure

any

SB

KR

tha

t re

turn

2.19

-30

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

grou

nd

dist

urbi

ng a

ctiv

ities

Page 75: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-6

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

to

the

site

. T

rapp

ing

will

con

tinue

fo

r at

lea

st 5

con

secu

tive

nigh

ts,

or

until

th

ere

have

b

een

2

cons

ecut

ive

nigh

ts

of

trap

ping

w

ith n

o S

BK

R c

aptu

res,

or

until

P

SF

WO

has

pro

vide

d w

ritte

n or

ve

rbal

ap

prov

al

to

disc

ontin

ue

trap

ping

. T

he

SB

KR

pe

rmitt

ed

biol

ogis

t w

ill

mar

k al

l S

BK

R

capt

ures

on

the

ches

t w

ith a

red

S

harp

ie p

en (

or c

ompa

rabl

e pe

n)

to i

dent

ify a

ny r

ecap

ture

s th

at r

e-en

ter

the

fenc

ed

area

an

d w

ill

repo

rt

the

num

ber

of

capt

ures

an

d re

capt

ures

to

the

PS

FW

O.

ES

-14

At

the

begi

nnin

g an

d cl

ose

of e

ach

wor

k da

y th

roug

hout

the

du

ratio

n of

co

nstr

uctio

n,

the

desi

gn-b

uild

er

or

biol

ogic

al

mon

itor

will

in

spec

t un

fille

d ex

cava

tions

, un

burie

d pi

pes,

and

so

ils s

tock

pile

s fo

r th

e pr

esen

ce

of

any

SB

KR

th

at

may

be

en

trap

ped.

T

he

SB

KR

-per

mitt

ed

biol

ogis

t w

ill r

emov

e an

d re

leas

e th

e en

trap

ped

anim

als

outs

ide

the

proj

ect

foot

prin

t to

ad

jace

nt

habi

tat.

At

the

clos

e of

eac

h w

ork

day,

an

d af

ter

any

disc

over

ed

SB

KR

ha

ve

been

re

mov

ed,

the

desi

gn-b

uild

er w

ill b

ackf

ill,

cove

r,

or o

ther

wis

e cl

ose

all e

xcav

atio

ns

or

unbu

ried

pipe

s;

tem

pora

rily

2.19

-30

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

grou

nd

dist

urbi

ng a

ctiv

ities

Page 76: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-65

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

st

ore

and

cove

r so

ils

stoc

kpile

s w

ithin

the

des

igna

ted

tem

pora

ry

wor

k ar

ea (

and

not

outs

ide

that

ar

ea

whe

re

SB

KR

m

ay

burr

ow

ov

erni

ght)

; an

d in

spec

t th

e ex

clus

iona

ry

fenc

ing

and

imm

edia

tely

re

pair

any

gaps

la

rger

tha

n 0.

5 in

.

ES

-15

Dur

ing

cons

truc

tion,

th

e bi

olog

ical

m

onito

r w

ill

cond

uct

wal

k-ov

er s

urve

ys o

f th

e pr

ojec

t ar

ea a

t le

ast

2 da

ys a

wee

k (o

r ot

her

inte

rval

ap

prov

ed

by

the

P

SF

WO

) be

fore

the

sta

rt o

f da

ily

activ

ities

fo

r th

e pu

rpos

e of

de

tect

ing

any

evid

ence

th

at

SB

KR

ar

e en

terin

g th

e co

nstr

uctio

n fo

otpr

int.

Dur

ing

thes

e w

alk-

over

su

rvey

s,

the

biol

ogic

al m

onito

r w

ill r

emov

e an

y liv

e S

BK

R f

rom

the

con

stru

ctio

n ar

ea

and

lo

cate

an

y de

ad

or

inju

red

SB

KR

with

in t

he l

imits

of

cons

truc

tion.

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

grou

nd

dist

urbi

ng a

ctiv

ities

ES

-16

Whe

n tr

appi

ng,

colle

ctin

g,

and

rele

asin

g an

y S

BK

R f

ound

in

the

cons

truc

tion

area

or

vici

nity

du

ring

the

cour

se

of

wo

rk,

the

biol

ogic

al

mon

itor/

biol

ogis

t w

ill

impl

emen

t th

e fo

llow

ing

m

easu

res:

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

Page 77: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-6

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ES

-16-

a Lo

cate

all

trap

s in

are

as

that

be

st

typi

fy

SB

KR

ha

bita

t, an

d pl

ace

them

in

su

ffic

ient

nu

mbe

rs

to

prov

ide

adeq

uate

co

vera

ge

of

suita

ble

habi

tat.

Mar

k al

l tr

ap

loca

tions

w

ith

flagg

ing,

ref

lect

ive

tape

, or

oth

er

tech

niqu

e th

at

is

visi

ble

unde

r da

y an

d ni

ght

cond

ition

s, a

nd a

t a

dist

ance

of

at le

ast 1

6.3

ft.

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-16-

b

Use

on

ly

12-in

ch

She

rman

or

wire

-mes

h liv

e tr

aps;

9-

inch

mod

els

may

be

used

onl

y if

obta

ined

be

fore

M

arch

13

, 19

90.

Ens

ure

all

trap

mod

els

are

mod

ified

to

el

imin

ate

or

subs

tant

ially

re

duce

th

e ris

k of

S

BK

R i

njur

y (e

.g.,

tai

l la

cera

tions

or

exc

isio

ns).

Do

not

plac

e an

y ba

ttin

g in

the

tra

ps.

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-16-

c S

teril

ize

trap

s pr

evio

usly

us

ed o

utsi

de o

f S

an B

erna

rdin

o C

ount

y.

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-16-

d C

ondu

ct t

rapp

ing

only

if

the

nigh

tly

low

te

mpe

ratu

re

is

fore

cast

to

be

50

de

gree

s F

ahre

nhei

t or

ab

ove,

an

d if

no

exte

nded

pe

riods

of

w

ind,

ra

in,

fog,

or

othe

r in

clem

ent

wea

ther

w

ill

occu

r to

m

ake

cond

ition

s un

suita

ble

for

trap

ping

or

w

ill

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

Page 78: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-67

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

un

duly

im

peril

th

e liv

es

of

the

anim

als.

ES

-16-

e A

djus

t tr

aps

by

hand

ea

ch t

ime

they

are

pla

ced,

set

, an

d ba

ited,

at

a se

nsiti

vity

lev

el

appr

opria

te f

or c

aptu

ring

SB

KR

. V

isua

lly i

nspe

ct a

ll tr

aps

befo

re

clos

ing,

and

clo

se th

em b

y ha

nd.

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

ES

-16-

f C

heck

all

trap

s at

lea

st

twic

e ea

ch

nigh

t, on

ce

near

m

idni

ght

and

agai

n at

sun

rise.

2.19

-31

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

ES

-16-

g I

dent

ify a

ll tr

ap lo

catio

ns

with

a u

niqu

e id

entif

icat

ion

code

on

a lo

g sh

eet,

not

e th

e da

te a

nd

time

each

tra

p is

che

cked

, an

d pe

riodi

cally

rev

iew

the

log

she

et

to

ensu

re

no

trap

s ar

e in

adve

rten

tly

mis

sed.

F

ield

do

cum

enta

tion

shal

l be

ava

ilabl

e to

S

ervi

ce

pers

onne

l up

on

requ

est.

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

ES

-16-

h

Hol

d in

divi

dual

S

BK

R

for

no l

onge

r th

an 1

hou

r be

fore

re

leas

ing

them

, an

d re

loca

te

them

as

quic

kly

as p

ossi

ble.

Do

not

plac

e th

e an

imal

in

a pl

astic

ba

g;

tran

sfer

it

in

a cl

ean,

st

ruct

ural

ly

soun

d,

brea

thab

le

cont

aine

r w

ith

adeq

uate

ve

ntila

tion.

D

o no

t at

an

y tim

e al

low

th

e an

imal

to

be

com

e st

ress

ed

due

to

tem

pera

ture

ex

trem

es (

eith

er h

ot o

r co

ld).

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

Page 79: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-6

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ES

-17

The

ap

prov

ed

biol

ogic

al

mon

itor

will

pr

epar

e a

wee

kly

mon

itorin

g m

emo

to

docu

men

t th

e co

nstr

uctio

n ac

tiviti

es,

desc

ribe

the

cons

erva

tion

mea

sure

s ut

ilize

d, a

nd r

epor

t an

y ob

serv

atio

ns

of

live

or

dead

S

BK

R

for

tran

smitt

al

to

the

Dep

artm

ent

an

d P

SF

WO

un

til

cons

truc

tion

is c

ompl

ete.

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

ES

-18

The

ap

prov

ed

biol

ogic

al

mon

itor

will

su

bmit

annu

al

repo

rts

on v

eget

atio

n re

stor

atio

n ac

tiviti

es a

nd r

esul

ts a

s sp

ecifi

ed

in

the

rest

orat

ion

plan

fo

r th

e te

mpo

rary

impa

ct a

reas

.

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ La

ndsc

ape

Arc

hite

ctur

e /

Dis

tric

t M

aint

enan

ce

Dur

ing

Des

ign-

Bui

ld

Any

re

port

s w

ith

dura

tion

requ

irem

ents

m

ust

satis

fy

said

re

quire

men

ts.

ES

-19

The

de

sign

-bui

lder

w

ill

ensu

re

that

S

ervi

ce

pers

onne

l ha

ve

the

right

to

ac

cess

an

d in

spec

t th

e pr

ojec

t si

te

durin

g pr

ojec

t im

plem

enta

tion

(with

prio

r no

tific

atio

n fr

om t

he S

ervi

ce)

for

com

plia

nce

with

th

e pr

ojec

t de

scrip

tion,

co

nser

vatio

n m

easu

res,

an

d te

rms

and

cond

ition

s of

th

e B

iolo

gica

l O

pini

on.

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

cons

truc

tion

ES

-20

No

nigh

t w

ork

will

be

co

nduc

ted

in

SB

KR

ha

bita

t ar

eas.

W

hen

nigh

t w

ork

is

cond

ucte

d ad

jace

nt

to

SB

KR

ha

bita

t ar

eas,

noi

se a

nd l

ight

ing

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

Page 80: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-69

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

w

ill b

e di

rect

ed a

wa

y fr

om t

hese

ha

bita

ts.

E

S-2

1 A

fter

cons

truc

tion

is

com

plet

e, a

nd a

t th

e di

rect

ion

of

the

Dep

artm

ent

Bio

logi

st,

the

desi

gn-b

uild

er

will

re

med

iate

co

mpa

cted

soi

ls in

the

tem

pora

ry

wor

k ar

ea b

y rip

ping

all

area

s no

t di

rect

ly

in

the

activ

e ch

anne

ls

(ord

inar

y hi

gh w

ater

mar

k) t

o a

dept

h of

abo

ut 1

foo

t. S

tock

pile

d sa

nd a

nd c

obbl

e to

psoi

l w

ill b

e pl

aced

to

an

ap

prop

riate

de

pth

(abo

ut 1

foo

t) t

o pr

ovi

de S

BK

R

burr

ow

ing

subs

trat

es

of

soil

dens

ities

si

mila

r to

pr

e-co

nstr

uctio

n co

nditi

ons.

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

ost

Con

stru

ctio

n

ES

-22

The

fo

llow

ing

Bes

t M

anag

emen

t P

ract

ices

(B

MP

s)

will

be

im

plem

ente

d du

ring

proj

ect c

onst

ruct

ion:

2.19

-32

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ D

istr

ict S

torm

Wat

er

Dur

ing

Des

ign-

Bui

ld

ES

-22-

a A

ccor

ding

to

the

Wat

er

Qua

lity

Ass

essm

ent

prep

ared

for

th

e pr

ojec

t, te

mpo

rary

co

nstr

uctio

n ef

fect

s to

w

ater

qu

ality

ar

e su

bjec

t to

th

e D

epar

tmen

t S

torm

Wat

er Q

ualit

y H

andb

ooks

, w

hich

pr

ovid

e th

e w

orki

ng

deta

ils

for

criti

cal,

tem

pora

ry

Con

stru

ctio

n S

ite

BM

Ps.

T

he

hand

book

s pr

ovid

e

guid

elin

es f

or t

he p

rope

r de

sign

, im

plem

enta

tion,

an

d

2.19

-33

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ D

istr

ict S

torm

Wat

er

Dur

ing

Des

ign-

Bui

ld

Page 81: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-7

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

m

aint

enan

ce

of

cons

truc

tion

BM

Ps.

T

he

Sto

rm

Wat

er

Pol

lutio

n P

reve

ntio

n P

lan

(SW

PP

P)

for

the

prop

osed

pr

ojec

t w

ill

iden

tify

the

spec

ific

BM

Ps

to b

e im

plem

ente

d du

ring

proj

ect

cons

truc

tion

so a

s no

t to

ca

use

or

cont

ribut

e to

an

ex

ceed

ance

of

an

y ap

plic

able

w

ater

qua

lity

stan

dard

con

tain

ed

in

a S

tate

wid

e W

ater

Q

ualit

y C

ontr

ol

Pla

n an

d/or

th

e S

anta

A

na R

WQ

CB

Bas

in P

lan.

The

se

BM

Ps

will

m

eet

the

Bes

t A

vaila

ble

Tec

hnol

ogy/

Bes

t C

ontr

ol

Tec

hnol

ogy

requ

irem

ent

as s

tipul

ated

in

the

Dep

artm

ent

Nat

iona

l P

ollu

tion

Dis

char

ge

Elim

inat

ion

Sys

tem

Per

mit.

ES

-22-

b

All

equi

pmen

t m

aint

enan

ce

and

disp

ensi

ng

of

fuel

, oi

l, co

olan

t, or

an

y ot

her

such

act

iviti

es w

ill b

e re

stric

ted

to

desi

gnat

ed

stag

ing

a rea

s to

pr

even

t th

e re

leas

e of

haz

ardo

us

subs

tanc

es

into

th

e pr

ojec

t si

te

or d

rain

ages

(i.e

., C

ajon

Cre

ek,

Cab

le C

reek

, Ly

tle C

reek

or

thei

r tr

ibut

arie

s).

Any

acc

iden

tal

spill

s w

ill

be

imm

edia

tely

co

ntai

ned

and

prop

erly

dis

pose

d of

.

2.19

-33

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ D

istr

ict S

torm

Wat

er

Prio

r to

co

nstr

uctio

n

Page 82: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-71

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ES

-22-

c N

o pe

ts w

ill b

e al

low

ed

in,

or a

djac

ent t

o, t

he p

roje

ct s

ite.

2.19

-33

Des

ign

Build

er

Res

iden

t Eng

inee

r

Dur

ing

Des

ign-

Bui

ld

ES

-22-

d

No

rode

ntic

ides

, he

rbic

ides

, in

sect

icid

es,

or o

ther

ch

emic

als

will

be

used

tha

t co

uld

be h

arm

ful t

o th

e S

BK

R o

r S

BK

R

or a

rroy

o to

ad c

ritic

al h

abita

ts.

2.19

-33

Des

ign

Build

er

Res

iden

t Eng

inee

r

Dur

ing

Des

ign-

Bui

ld

ES

-22-

e T

rash

will

be

stor

ed i

n cl

osed

con

tain

ers

so t

hat

it is

not

re

adily

acc

essi

ble

to s

cave

nger

s,

(e.g

., c

row

s an

d ra

ccoo

ns)

and

will

be

re

mov

ed

from

th

e co

nstr

uctio

n si

te o

n a

daily

bas

is

so

as

not

to

attr

act

pote

ntia

l S

BK

R p

reda

tors

.

2.19

-33

Des

ign

Build

er

Res

iden

t Eng

inee

r

Dur

ing

Des

ign-

Bui

ld

ES

-22-

f S

poils

and

rub

ble

will

not

be

dep

osite

d ou

tsid

e th

e lim

its o

f co

nstr

uctio

n an

d al

l fil

l m

ater

ial

and

was

te

will

be

di

spos

ed

of

prop

erly

an

d re

mov

ed

from

th

e co

nstr

uctio

n si

te o

n a

daily

bas

is.

2.19

-33

Des

ign

Build

er

Res

iden

t Eng

inee

r

Dur

ing

Des

ign-

Bui

ld

ES

-22-

g E

rosi

on c

ontr

ol, f

uel s

pill

clea

nup,

an

d m

anda

ted

equi

pmen

t no

ise

cont

rol

mea

sure

s w

ill

be

used

at

al

l tim

es.

2.19

-33

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-23

Impl

emen

t th

e co

nser

vatio

n m

easu

res

as

spec

ified

in

th

e pr

ojec

t

2.19

-33

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

P

rior

to

grou

nd

dist

urbi

ng a

ctiv

ities

Page 83: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-7

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

de

scrip

tion

eval

uate

d in

th

e bi

olog

ical

op

inio

n.

If

the

biol

ogic

al

mon

itor

dete

cts

impa

cts

to

SB

KR

fr

om

proj

ect-

rela

ted

activ

ities

in

ex

cess

of

th

ose

desc

ribed

in

the

inci

dent

al

take

sta

tem

ent,

the

Dep

artm

ent,

thei

r ag

ents

, or

th

e bi

olog

ical

m

onito

r w

ill c

onta

ct t

he P

SF

WO

im

med

iate

ly.

Effo

rts

for S

an B

erna

rdin

o K

anga

roo

Rat

- R

esto

ratio

n Ac

tiviti

es a

fter C

onst

ruct

ion

ES

-24

Prio

r to

in

itiat

ing

proj

ect

impa

cts,

deve

lop

a re

stor

atio

n pl

an

for

the

tem

pora

ry

impa

ct

area

s. T

he p

lan

will

be

subm

itted

to

th

e P

SF

WO

fo

r re

view

an

d

appr

oval

no

la

ter

than

30

da

ys

prio

r to

in

itial

gr

ound

-dis

turb

ing

activ

ities

.

2.19

-34

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-25

Fol

low

ing

Pro

ject

co

nstr

uctio

n, a

ll di

stur

bed

habi

tat

adja

cent

to

P

ittm

an

Can

yon,

M

iddl

eman

C

anyo

n,

Caj

on

Cre

ek,

and

Bur

lingt

on

Nor

ther

n S

anta

F

e R

ailro

ad

wild

life

cros

sing

s w

ill

be

rest

ored

w

ith

nativ

e ve

geta

tion.

2.19

-34

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-26

Dev

elop

ap

prop

riate

re

stor

atio

n pl

ans

for

any

tem

pora

rily

impa

cted

ar

eas

2.19

-34

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st/

Dis

tric

t La

ndsc

ape

Dur

ing

Des

ign-

Bui

ld

Page 84: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-73

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

w

ithin

S

BK

R

suita

ble

habi

tat.

Suc

h re

stor

atio

n pl

ans

will

be

im

plem

ente

d im

med

iate

ly

follo

win

g th

e co

mpl

etio

n of

co

nstr

uctio

n fo

r th

at

loca

tion.

R

esto

ratio

n pl

ans

will

be

su

bmitt

ed

to

PS

FW

O

for

appr

oval

no

la

ter

than

30

da

ys

prio

r to

gr

ound

-dis

turb

ing

activ

ities

.

In

som

e ar

eas

durin

g in

itial

gr

ound

-dis

turb

ing

activ

ities

, th

e up

per

6 in

ches

of

tops

oil

will

be

salv

aged

and

sto

ckpi

led

for

use

in a

reas

to

be r

eveg

etat

ed.

Upo

n co

mpl

etio

n of

co

nstr

uctio

n,

the

tem

pora

ry

impa

ct

area

s w

ill

be

reve

geta

ted

with

na

tive

plan

t sp

ecie

s co

nsis

tent

w

ith

thos

e fo

und

adja

cent

to

affe

cted

are

as.

A

Dep

artm

ent

biol

ogis

t w

ill

appr

ove

the

nativ

e pl

ant

pale

tte

to

be

used

in

ar

eas

to

be

reve

geta

ted.

No

spec

ies

liste

d on

C

al- I

PC

’s

Cal

iforn

ia

Inva

sive

P

lant

Inv

ento

ry t

hat

have

a h

igh

or

mod

erat

e ra

ting

will

be

used

fo

r re

vege

tatio

n. C

ompo

nent

s of

th

e re

stor

atio

n pl

an s

hall

incl

ude

met

hods

fo

r re

cont

ourin

g th

e la

nd,

repl

acin

g th

e to

psoi

l (if

it

was

co

llect

ed),

pl

antin

g se

ed

and/

or

cont

aine

r st

ock,

an

d m

aint

aini

ng

(i.e.

, w

eedi

ng,

Arc

hite

ct/D

istr

ict

Des

ign

Page 85: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-7

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

re

plac

emen

t pl

antin

g,

supp

lem

enta

l w

ater

ing,

etc

.) a

nd

mon

itorin

g th

e re

stor

ed a

rea

for

a

perio

d of

fiv

e ye

ars

(or

less

if t

he

rest

orat

ion

mee

ts

all

succ

ess

crite

ria).

A

lso,

th

is

plan

w

ill

incl

ude

a de

taile

d de

scrip

tion

of

rest

orat

ion

met

hods

, sl

ope

stab

iliza

tion

and

eros

ion

cont

rol,

crite

ria

for

rest

orat

ion

to

be

cons

ider

ed

succ

essf

ul,

and

mon

itorin

g pr

otoc

ol(s

). F

ollo

win

g

the

com

plet

ion

of

cons

truc

tion

activ

ities

, th

ese

tem

pora

ry im

pact

ar

eas

will

be

plan

ted

as s

oon

as

poss

ible

to

pr

even

t en

croa

chm

ent

by

nonn

ativ

e

inva

sive

wee

ds.

The

res

tora

tion

plan

w

ill

be

impl

emen

ted

for

a m

inim

um o

f 5

year

s, u

nles

s th

e S

ervi

ce

agre

es

that

su

cces

s cr

iteria

ar

e m

et

earli

er

and

no

artif

icia

l w

ater

has

bee

n us

ed f

or

at le

ast 2

yea

rs.

ES

-27

Fol

low

ing

cons

truc

tion,

all

perm

anen

t lig

htin

g in

stal

led

alon

g th

e ne

w f

ree

wa

y al

ignm

ent

will

be

perm

anen

tly s

hiel

ded

and

dire

cted

ont

o th

e ro

adw

ay.

2.19

-35

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Effo

rts

for A

rroy

o To

ad

ES

-28

The

Dep

artm

ent

will

fun

d

the

habi

tat

enha

ncem

ent

effo

rt

2.19

-35

R

esid

ent

Eng

inee

r /

Dur

ing

Des

ign-

Page 86: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-75

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

by

en

terin

g in

to

an

agre

emen

t w

ith I

nlan

d E

mpi

re C

onse

rvat

ion

Dis

tric

t (I

ER

CD

) an

d th

e S

anta

A

na

Wat

ersh

ed

Aut

horit

y (S

AW

A)

to

perf

orm

in

-str

eam

en

hanc

emen

t of

ar

royo

to

ad

habi

tat

with

in

Caj

on

Was

h up

stre

am o

f th

e pr

opos

ed p

roje

ct

site

. T

he

Dep

artm

ent

will

fu

nd

the

enha

ncem

ent

of o

ne a

cre

of

arro

yo t

oad

habi

tat

with

in C

ajon

W

ash

to

offs

et

0.15

ac

re

of

perm

anen

t ef

fect

s an

d 0.

06 a

cre

of

tem

pora

ry

effe

cts

to

arro

yo

toad

cr

itica

l ha

bita

t.

Thi

s in

-st

ream

enh

ance

men

t lo

catio

n w

ill

be w

ithin

the

sam

e cr

itica

l hab

itat

unit

as t

he a

rea

affe

cted

. P

rior

to

grou

nd- d

istu

rbin

g ac

tiviti

es,

the

Dep

artm

ent

will

pr

ovid

e th

e

PS

FW

O

with

a

copy

of

th

e ag

reem

ent

with

th

e In

land

E

mpi

re

Res

ourc

e C

onse

rvat

ion

Dis

tric

t an

d S

anta

A

na

Wat

ersh

ed A

utho

rity.

Dep

artm

ent

Dis

tric

t Bio

logi

st

Bui

ld

ES

-29

A b

iolo

gist

with

kno

wle

dge

of

arr

oyo

toad

and

its

hab

itat

will

be

re

tain

ed

to

func

tion

as

a bi

olog

ical

m

onito

r fo

r w

ork

in

area

s w

ithin

or

adja

cent

to

arro

yo

toad

crit

ical

hab

itat.

2.19

-35

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-29-

a T

he

biol

ogic

al

mon

itor

will

ens

ure

com

plia

nce

with

the

pr

ojec

t de

scrip

tion

incl

udin

g an

y

2.19

-35

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

Page 87: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-7

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

C

onse

rvat

ion

Mea

sure

s an

d T

erm

s an

d C

ondi

tions

ide

ntifi

ed

in

the

Janu

ary

27,

2012

, B

iolo

gica

l O

pini

on

issu

ed

for

proj

ect

effe

cts

to

liste

d sp

ecie

s di

scus

sed

in t

he p

roje

ct B

SA

.

ES

-29-

b

The

bi

olog

ical

m

onito

r w

ill

deve

lop

and

impl

emen

t a

desi

gn-b

uild

er

educ

atio

n pr

ogra

m

to

be

prov

ided

to

al

l pe

rson

nel

(incl

udin

g te

mpo

rary

de

sign

-bui

lder

s an

d su

bcon

trac

tors

) ov

er

the

life

of

the

proj

ect.

P

rior

to

cond

uctin

g an

y w

ork

on t

he s

ite,

pers

onne

l w

ill b

e in

stru

cted

reg

ardi

ng:

• T

he

purp

ose

of

reso

urce

pr

otec

tion

• D

escr

iptio

n of

the

arr

oyo

toad

an

d its

crit

ical

hab

itat

• C

onse

rvat

ion

mea

sure

s th

at

will

be

im

plem

ente

d in

co

njun

ctio

n w

ith

proj

ect

cons

truc

tion

• G

ener

al

prov

isio

ns

of

the

FE

SA

2.19

-35

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-29-

c T

he

biol

ogic

al

mon

itor

will

be

pres

ent

durin

g ve

geta

tion

clea

ring

and

grad

ing

prio

r to

pr

ojec

t co

nstr

uctio

n an

d du

ring

co

nstr

uctio

n to

m

onito

r ha

bita

t

2.19

-35

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Page 88: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-77

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

co

nditi

ons

and

cons

truc

tion

impa

cts

as d

eem

ed n

eces

sary

in

coor

dina

tion

with

the

PS

FW

O.

ES

-30

Prio

r to

an

y gr

ound

di

stur

banc

e,

all

limits

of

pr

ojec

t co

nstr

uctio

n w

ill

be

delin

eate

d an

d m

arke

d so

as

to b

e cl

early

vi

sibl

e to

per

sonn

el o

n fo

ot a

nd

in

heav

y eq

uipm

ent.

All

cons

truc

tion-

rela

ted

activ

ities

(e

.g.,

ve

geta

tion

rem

oval

, gr

adin

g, e

quip

men

t la

y-do

wn

and

st

orag

e,

and

desi

gn-b

uild

er

park

ing)

w

ill

occu

r in

side

th

e lim

its

of

cons

truc

tion.

C

onst

ruct

ion

stag

ing

and

equi

pmen

t st

orag

e w

ill b

e lo

cate

d ou

tsid

e of

an

y po

tent

ial

habi

tat

area

s. A

ll m

ovem

ent

of d

esig

n-bu

ilder

s, s

ubco

ntra

ctor

s, o

r th

eir

agen

ts

and

equi

pmen

t w

ill

be

rest

ricte

d to

th

e lim

its

of

cons

truc

tion

and

stag

ing

and

equi

pmen

t sto

rage

are

as.

2.19

-36

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

ES

-31

No

nigh

t w

ork

will

be

co

nduc

ted

in a

rroy

o to

ad c

ritic

al

habi

tat.

Whe

n ni

ght

wor

k is

co

nduc

ted

adja

cent

to

ar

royo

to

ad c

ritic

al h

abita

t ar

eas,

noi

se

and

light

ing

wou

ld

be

dire

cted

aw

ay

from

crit

ical

hab

itat a

reas

.

2.19

-36

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

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App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-7

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ES

-32

To

impl

emen

t re

ason

able

an

d pr

uden

t m

easu

re n

umbe

r 2

(mon

itor

and

repo

rt

on

co

mpl

ianc

e/ef

fect

iven

ess

of

cons

erva

tion

mea

sure

s),

the

follo

win

g sh

all b

e pr

ovid

ed:

2.19

-36

See

ES-3

2a th

ru

ES-3

2c fo

r re

spon

sibi

lity

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

ES

-32-

a S

ubm

it a

mon

thly

rep

ort

to P

SF

WO

cov

erin

g re

sults

of t

he

biol

ogic

al m

onito

r’s v

isits

to

the

Pro

ject

site

dur

ing

all

phas

es o

f pr

ojec

t co

nstr

uctio

n,

until

co

nstr

uctio

n is

com

plet

e.

2.19

-36

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

ES

-32-

b

Sub

mit

annu

al

repo

rts

on

vege

tatio

n re

stor

atio

n ac

tiviti

es a

nd r

esul

ts a

s sp

ecifi

ed

in

the

rest

orat

ion

plan

fo

r th

e te

mpo

rary

impa

ct a

reas

.

2.19

-36

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

A

ny

repo

rts

with

du

ratio

n re

quire

men

ts

mus

t sa

tisfy

sa

id

requ

irem

ents

.

ES

-32-

c E

nsur

e S

ervi

ce

pers

onne

l ha

ve

the

right

to

ac

cess

an

d in

spec

t th

e P

roje

ct

site

du

ring

proj

ect

impl

emen

tatio

n (w

ith

prio

r no

tific

atio

n fr

om t

he S

ervi

ce)

for

com

plia

nce

with

th

e pr

ojec

t de

scrip

tion,

co

nser

vatio

n m

easu

res,

an

d te

rms

and

cond

ition

s of

th

e pr

ojec

t bi

olog

ical

opi

nion

.

2.19

-36

Des

ign

Build

er/

Dep

artm

ent

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Dur

ing

Des

ign-

Bui

ld

Page 90: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-79

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

Gen

eral

Mea

sure

to P

rote

ct S

peci

es D

urin

g St

ruct

ure

Dem

oliti

on

ES

-33

Dur

ing

dem

oliti

on o

f an

y st

ruct

ure,

if

liste

d or

se

nsiti

ve

spec

ies

are

foun

d w

ithin

th

e st

ruct

ure,

non

-leth

al m

etho

ds o

f re

mov

al m

ust

be u

nder

take

n to

re

mov

e th

e se

nsiti

ve

or

liste

d sp

ecie

s fr

om

the

stru

ctur

e.

Spe

cies

with

no

stat

us m

ay b

e ex

term

inat

ed

aft e

r id

entif

icat

ion

by

the

biol

ogic

al

mon

itor.

R

eloc

atio

n of

lis

ted

spec

ies

will

fo

llow

spe

cific

atio

ns f

ound

with

in

the

Bio

logi

cal

Opi

nion

; se

nsiti

ve

spec

ies

shal

l be

re

loca

ted

in

area

s of

su

itabl

e ha

bita

t at

the

m

axim

um p

ossi

ble

dist

ance

fro

m

resi

dent

ial

or

com

mer

cial

st

ruct

ures

with

in t

he p

roje

ct a

rea.

In

cas

es w

here

no

spec

ial

stat

us

spec

ies

are

foun

d w

ithin

a

stru

ctur

e to

be

dem

olis

hed,

leth

al

exte

rmin

atio

n m

etho

ds

will

be

ch

osen

to

ta

rget

th

e in

terio

r of

th

e st

ruct

ure.

2.19

-36

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict

Bio

logi

st

/ S

truc

ture

s D

esig

n /

Str

uctu

res

Con

stru

ctio

n

Dur

ing

Des

ign-

Bui

ld

Inva

sive

Sp

ecie

s

Mea

sure

s to

be

Impl

emen

ted

Prio

r to

the

Beg

inni

ng o

f Con

stru

ctio

n

INV

-1

Prio

r to

th

e st

art

of

any

grad

ing:

2.

20-2

Page 91: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-8

0

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

INV

-1-a

T

he

cons

truc

tion

site

sh

all

be

surv

eyed

w

ell

in

adva

nce

of

cons

truc

tion

(12

mon

ths

if po

ssib

le),

and

exi

stin

g na

tive

plan

t m

ater

ials

w

ill

be

colle

cted

on

site

. S

uffic

ient

tim

e sh

ould

be

al

loca

ted

for

a pr

ofes

sion

al

seed

co

mpa

ny

to

visi

t th

e pr

ojec

t si

te

durin

g th

e ap

prop

riate

se

ason

an

d co

llect

th

e na

tive

plan

t se

ed.

If a

deci

sion

is

mad

e to

col

lect

see

d fr

om

US

FS

la

nds,

a

fore

st

prod

ucts

per

mit

will

be

obta

ined

be

fore

hand

. S

eeds

will

be

stor

ed

appr

opria

tely

unt

il us

e.

2.20

.2

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

Prio

r to

co

nstr

uctio

n

INV

-1-b

The

loc

atio

n of

exi

stin

g in

vasi

ve

spec

ies

with

in

the

plan

ned

cons

truc

tion

foot

prin

t w

ill

be

map

ped

and

docu

men

ted

(incl

udin

g,

but

not

limite

d to

, fe

nnel

, ta

mar

isk

and

tree

of

he

aven

).

Inva

sive

sp

ecie

s oc

curr

ence

do

cum

enta

tion

will

in

clud

e:

• U

SF

S l

ocat

ion

info

rmat

ion

for

the

proj

ect

area

• F

ield

Sur

veys

• D

escr

iptio

n of

th

e m

etho

ds

used

to

dete

ct a

nd d

ocum

ent

inva

sive

spe

cies

occ

urre

nces

2.20

-2

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

co

nstr

uctio

n

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App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-81

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

INV

-1-c

A F

inal

Inv

asiv

e S

peci

es

Rem

oval

M

ap

will

be

pr

epar

ed

base

d on

the

abo

ve,

whi

ch w

ill

be

conf

irmed

an

d ac

cept

ed

by

the

Dep

artm

ent B

iolo

gist

.

2.20

-3

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

co

nstr

uctio

n

INV

-1-d

The

des

ign-

build

er s

hall

appo

int

an

Inva

sive

S

peci

es

Mon

itor

task

ed w

ith e

nsur

ing

that

th

e m

easu

res

that

fo

llow

ar

e

impl

emen

ted

durin

g al

l pha

ses

of

cons

truc

tion.

2.20

-3

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

co

nstr

uctio

n

Mea

sure

s to

be

Impl

emen

ted

durin

g In

itial

Cle

arin

g an

d G

rubb

ing

INV

-2

Dur

ing

all

initi

al

clea

ring

and

grub

bing

op

erat

ions

, th

e In

vasi

ve

Spe

cies

M

onito

r sh

all

ensu

re

that

th

e fo

llow

ing

m

easu

res

are

impl

emen

ted:

2.20

-3

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

INV

-2-a

Inv

asiv

e sp

ecie

s in

the

w

ork

area

sha

ll be

rem

oved

fro

m

the

site

prio

r to

see

d se

t ba

sed

upon

th

e m

appi

ng

crea

ted

in

INV

-1.

2.20

-3

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

INV

-2-b

F

or

all

spec

ies

of

inva

sive

wo

ody

plan

ts in

are

as o

f po

tent

ial

dist

urba

nce

with

in

the

cons

truc

tion

foot

prin

t, ei

ther

re

mov

e th

e w

hole

pla

nt i

nclu

ding

al

l ro

ots

if fe

asib

le,

or

cut

and

stum

p tr

eat

with

a

De

part

men

t

2.20

-3

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

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App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-8

2

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

ap

prov

ed a

quat

ic h

erbi

cide

usi

ng

the

cut

and

daub

met

hod

with

in

min

utes

of

cutti

ng.

Res

ultin

g cu

t bi

omas

s sh

ould

be

appr

opria

tely

di

spos

ed

of

off-

site

. If

seed

is

pr

esen

t w

hen

cu

t,

the

vehi

cles

ca

rryi

ng t

he c

ut b

iom

ass

shal

l be

cove

red

wel

l en

oug

h to

pre

vent

lo

ss o

f se

ed o

r ro

ot m

ater

ial

in

tran

spor

t. I

f he

rbic

ide

appl

icat

ion

is

not

feas

ible

, cu

tting

is

no

t re

com

men

ded

unle

ss t

he s

tum

ps

will

be

perm

anen

tly b

urie

d un

der

at l

east

4 f

eet

of f

ill o

r co

vere

d w

ith p

avem

ent.

INV

-2-c

S

oil

and

vege

tatio

n di

stur

banc

e w

ill b

e m

inim

ized

to

the

grea

test

ext

ent f

easi

ble.

2.20

-3

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

INV

-2-d

D

urin

g in

itial

gr

ound

di

stur

bing

act

iviti

es,

the

uppe

r si

x in

ches

of

tops

oil

will

be

salv

aged

an

d st

ockp

iled

for

pote

ntia

l re

us

e in

are

as t

o be

rev

eget

ated

(e

xcep

t fo

r ar

eas

curr

ently

in

fest

ed w

ith in

vasi

ve s

peci

es).

2.20

-3

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

INV

-2-e

E

xcav

ated

so

il fr

om

area

s w

ith

inva

sive

sp

ecie

s po

pula

tions

will

be

kept

sep

arat

e fr

om o

ther

soi

l an

d re

mov

ed a

nd

appr

opria

tely

dis

pose

d of

1)

off-

site

or

2) p

lace

d in

are

as t

o be

2.20

-3

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict B

iolo

gist

D

urin

g D

esig

n-B

uild

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App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-83

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

co

vere

d w

ith c

oncr

ete

or a

t le

ast

four

fee

t of a

dditi

onal

fill

.

Mea

sure

s to

be

Impl

emen

ted

durin

g A

ll Pe

riods

of C

onst

ruct

ion

INV

-3

Dur

ing

all

cons

truc

tion

oper

atio

ns,

the

Inva

sive

Spe

cies

M

onito

r sh

all

ensu

re

that

th

e fo

llow

ing

mea

sure

s ar

e im

plem

ente

d.

2.20

-3

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

INV

-3-a

N

o st

orag

e or

st

agin

g ar

eas

will

be

lo

cate

d on

U

SF

S

land

s.

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

INV

-3-b

T

ruck

s w

ith

load

s ca

rryi

ng

vege

tatio

n sh

all

be

cove

red

and

veg

etat

ive

mat

eria

ls

rem

oved

fr

om

the

site

sh

all

be

disp

osed

of

in

ac

cord

ance

w

ith

all

appl

icab

le

law

s an

d re

gula

tions

.

2.20

-4

Des

ign

Build

er

Res

iden

t E

ngin

eer

/ D

istr

ict D

esig

n /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

INV

-3-c

Dur

ing

cons

truc

tion,

the

co

nstr

uctio

n de

sign

- bui

lder

w

ill

ensu

re

impl

emen

tatio

n of

ap

prop

riate

du

st

cont

rol

mea

sure

s, t

o pr

even

t ex

cess

ive

amou

nts

of d

ust,

and

to

cont

rol

the

aeol

ian

rem

oval

of

w

eeds

an

d se

eds

from

st

ockp

iled

mat

eria

ls.

All

activ

e po

rtio

ns

of

the

cons

truc

tion

site

are

wat

ered

a

min

imum

of

thre

e tim

es d

aily

,

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

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App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-8

4

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

co

nsis

tent

w

ith

dust

co

ntro

l m

easu

res

spec

ified

in

air

qual

ity

Mea

sure

s A

Q-1

thr

ough

AQ

-4 i

n S

ectio

n 2.

13. 4

(A

ir Q

ualit

y)

of

this

Env

ironm

enta

l D

ocum

ent,

to

prev

ent

exc

essi

ve

amou

nts

of

dust

an

d to

co

ntro

l th

e ae

olia

n re

mov

al

of

wee

ds

and

se

eds

from

sto

ckpi

led

mat

eria

ls.

INV

-3-d

All

mat

eria

l st

ockp

iled

is

suffi

cien

tly w

ater

ed o

r co

vere

d to

pr

even

t e

xces

sive

am

ount

s of

du

st.

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

INV

-3-e

Soi

l/gra

vel/r

ock

shal

l be

ob

tain

ed

from

w

eed-

free

so

urce

s,

to

the

exte

nt

prac

ticab

le.

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

INV

-3-f

The

des

ign-

build

er s

hall

iden

tify

the

sour

ce o

f fil

l m

ater

ial

for

cons

truc

tion

wor

k pe

rfor

med

on

US

FS

lan

d an

d im

med

iate

ly

adja

cent

(1

00’)

and

will

ob

tain

ap

prov

al f

rom

US

FS

prio

r to

its

us

e.

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Prio

r to

gr

ound

di

stur

bing

act

iviti

es

INV

-3-g

To

the

exte

nt p

ract

icab

le

only

ce

rtifi

ed

wee

d-fr

ee

stra

w,

mul

ch,

and/

or f

iber

ro

lls

will

be

us

ed

for

eros

ion

cont

rol

to

the

max

imum

ext

ent

prac

ticab

le.

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

INV

-3-h

E

rosi

on

and

sedi

men

t co

ntro

l de

vice

s,

incl

udin

g ce

rtifi

ed w

eed

-fre

e st

raw

, m

ulch

,

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

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App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-85

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

fib

er

rolls

, an

d bo

nded

fib

er

mat

rix,

will

be

m

ade

from

bi

odeg

rada

ble

mat

eria

ls s

uch

as

jute

, w

ith

no

plas

tic

mes

h,

to

avoi

d cr

eatin

g a

wild

life

enta

ngle

men

t ha

zard

.

INV

-3-i

The

des

ign-

build

er w

ill b

e

resp

onsi

ble

for

ensu

ring

the

insp

ectio

n an

d cl

eani

ng

of

cons

truc

tion

equi

pmen

t at

th

e be

ginn

ing

of e

ach

wor

k da

y an

d pr

ior

to

tran

spor

ting

equi

pmen

t fr

om

one

proj

ect

loca

tion

to

anot

her.

All

equi

pmen

t us

ed o

n th

e pr

ojec

t si

te

shal

l be

fie

ld

clea

red

of

dirt

an

d ve

geta

tion

debr

is

with

in

the

infe

sted

ar

ea

prio

r to

m

ovin

g th

e eq

uipm

ent

into

no

n-in

fest

ed

area

s of

th

e pr

ojec

t an

d do

cum

ente

d in

a

form

ap

prov

ed

by

De

part

men

t bi

olog

ist.

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

INV

-3-j

Sho

uld

an i

nvas

ion

occu

r du

ring

cons

truc

tion,

ap

prop

riate

er

adic

atio

n st

rate

gies

w

ill

be

empl

oyed

.

2.20

-4

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t Bio

logi

st

Dur

ing

Des

ign-

Bui

ld

Mea

sure

s to

be

Impl

emen

ted

durin

g R

eveg

etat

ion

and

Res

tora

tion

Act

iviti

es

INV

-4 D

urin

g al

l la

ndsc

apin

g an

d re

stor

atio

n ac

tiviti

es,

the

follo

win

g m

easu

res

shal

l be

im

plem

ente

d.

2.20

-5

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

Page 97: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-8

6

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

INV

-4-a

T

o th

e ex

tent

pr

actic

able

, re

stor

atio

n se

edin

g w

ill

be

cond

ucte

d in

th

e fa

ll to

m

axim

ize

natu

ral

rain

fall

for

wat

erin

g.

2.20

-5

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

INV

-4-b

S

oil

that

w

as

colle

cted

un

der

mea

sure

IN

V-2

-d s

hall

be

rest

ored

to

crea

te n

ew t

op s

oil.

2.20

-5

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

INV

-4-c

In

co

mpl

ianc

e w

ith

the

Exe

cutiv

e O

rder

o

n In

vasi

ve

Spe

cies

, E

.O.

1311

2,

the

land

scap

ing

and

eros

ion

cont

rol

incl

uded

in

th

e pr

ojec

t w

ill

not

use

spec

ies

liste

d on

Cal

-IP

C’s

C

alifo

rnia

In

vasi

ve

Pla

nt

Inve

ntor

y.

The

D

epar

tmen

t B

iolo

gist

will

app

rove

the

nat

ive

pl

ant

palle

t to

be

used

in a

reas

to

be

reve

geta

ted.

In

ar

eas

of

part

icul

ar

sens

itivi

ty,

extr

a

prec

autio

ns

will

be

ta

ken

if in

vasi

ve s

peci

es a

re f

ound

in

or

adja

cent

to

th

e co

nstr

uctio

n ar

eas.

2.20

-5

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

INV

-4-d

B

are

soil

will

be

re

vege

tate

d w

ith t

he f

ollo

win

g (in

or

der

of p

refe

renc

e):

• T

he

seed

co

llect

ed

abov

e un

der

miti

gatio

n m

easu

re I

NV

-

2.20

-5

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

Page 98: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-87

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

1-

a.

If

ad

ditio

nal

seed

is

ne

eded

, th

e se

ed

mix

sh

all

be

take

n fr

om n

ativ

e pl

ant

spec

ies

from

lo

cal

Sou

ther

n C

alifo

rnia

ge

noty

pes

(but

not

sto

ck f

rom

co

asta

l ge

noty

pes)

, an

d ap

prov

ed

by

the

De

part

men

t. S

eed

purit

y w

ill b

e ce

rtifi

ed b

y pl

antin

g se

ed

labe

led

unde

r th

e C

alifo

rnia

F

ood

and

Agr

icul

tura

l C

ode

or

that

ha

s be

en t

este

d w

ithin

a y

ear

by a

se

ed la

bora

tory

cer

tifie

d by

the

A

ssoc

iatio

n of

O

ffici

al

See

d A

naly

sts

or

by

a se

ed

tech

nolo

gist

ce

rtifi

ed

by

the

Soc

iety

of

C

omm

erci

al

See

d T

echn

olog

ists

. A

ny s

uch

seed

w

ill b

e co

llect

ed f

rom

with

in a

25

m

ile

radi

us

of

the

proj

ect

site

, an

d w

ithin

an

el

evat

ion

rang

e of

90

0 to

1,50

0 fe

et

mea

n se

a le

vel

(MS

L)

and

av

aila

ble

for

the

sche

dule

d pl

antin

g tim

e.

If

loca

l pr

opag

ules

are

not

ava

ilabl

e or

ca

nnot

be

co

llect

ed

in

suffi

cien

t qu

antit

ies,

m

ater

ials

co

llect

ed o

r gr

own

from

oth

er

sour

ces

with

in

sout

hern

C

alifo

rnia

sha

ll be

sub

stitu

ted

at t

he d

iscr

etio

n of

the

Dis

tric

t B

iolo

gist

.

Page 99: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

E-8

8

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

Mea

sure

s to

be

Impl

emen

ted

afte

r Com

plet

ion

of C

onst

ruct

ion

and

Rev

eget

atio

n

INV

-5

Afte

r co

mpl

etio

n of

co

nstr

uctio

n an

d re

vege

tatio

n,

the

Dep

artm

ent

Bio

logi

st

shal

l en

sure

th

e fo

llow

ing

mea

sure

s ar

e co

mpl

eted

.

2.20

-5

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

INV

-5-a

Id

entif

y an

y ne

cess

ary

erad

icat

ion

proc

edur

es

(e.g

., sp

rayi

ng,

hand

wee

ding

) sh

ould

an

in

vasi

on

of

nonn

ativ

e pl

ants

oc

cur;

the

use

of

herb

icid

es w

ill

be p

rohi

bite

d w

ithin

and

adj

acen

t to

na

tive

vege

tatio

n,

exce

pt

as

spec

ifica

lly

auth

oriz

ed

by

the

P

SF

WO

an

d m

onito

red

by

a

Dep

artm

ent

biol

ogis

t.

2.20

-6

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

INV

-5-b

M

onito

r th

e er

osio

n co

ntro

l an

d re

vege

tatio

n si

tes

twic

e ye

arly

(sp

ring

and

fall)

for

th

ree

year

s fr

om

date

of

re

vege

tatio

n in

stal

latio

n in

a

spec

ific

area

, to

de

tect

an

d co

ntro

l th

e in

trod

uctio

n/in

vasi

on

of n

onna

tive

spec

ies.

2.20

-6

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

INV

-5-c

Id

entif

y an

y ne

cess

ary

erad

icat

ion

proc

edur

es

(e.g

., sp

rayi

ng

and/

or

hand

w

eedi

ng)

shou

ld a

n in

fest

atio

n oc

cur;

the

us

e of

he

rbic

ides

w

ill

be

2.20

-6

Des

ign

Build

er

Res

iden

t Eng

inee

r /

Dis

tric

t B

iolo

gist

/

Land

scap

e A

rchi

tect

ure

Dur

ing

Des

ign-

Bui

ld

Page 100: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

App

endi

x E

: Env

ironm

enta

l Com

mitm

ents

Rec

ord

I-15/

I-215

Inte

rcha

nge

Impr

ovem

ents

Pro

ject

Initi

al S

tudy

/Env

ironm

enta

l Ass

essm

ent

E

-89

Da

te:

Feb

rua

ry 2

012

E

NV

IRO

NM

EN

TA

L C

OM

MIT

ME

NT

S R

EC

OR

D

(I-1

5 / I

-215

Int

erch

ange

Impr

ove

men

ts P

roje

ct)

08-S

Bd-

15

PM

14.

0 /

R16

.4

08-S

Bd-

215

PM

16.

0 /

17.8

E

A 0

8-0K

7100

P

N

0800

0003

66

Av

oid

ance

, Min

imiz

atio

n,

and

/or

Mit

igat

ion

Mea

sure

s

Pag

e #

in E

nv.

D

oc.

R

esp

on

sib

le f

or

Co

mp

lian

ce a

nd

im

ple

men

tati

on

of

mea

sure

D

epar

tmen

t

Co

nta

ct /

Su

pp

ort

T

imin

g/

Ph

ase

If a

pp

lica

ble

, co

rres

po

nd

ing

co

nst

ruct

ion

p

rovi

sio

n:

(sta

nd

ard

, sp

ecia

l, n

on

-st

and

ard

)

Ac

tio

n(s

) T

aken

to

Im

ple

men

t M

easu

re

Mea

sure

C

om

ple

ted

(D

ate

and

In

itia

ls)

Rem

arks

En

viro

nm

enta

l C

om

pli

ance

YE

S

NO

pr

ohib

ited

with

in a

nd a

djac

ent

to

nativ

e ve

geta

tion,

ex

cept

as

sp

ecifi

cally

au

thor

ized

an

d m

onito

red

by

the

Dep

artm

ent

Bio

logi

st.

Whe

re

herb

icid

e ap

plic

atio

n is

no

t ac

cept

able

or

fe

asib

le,

woo

dy

stum

ps

will

be

re

mov

ed

from

th

e si

te

and

appr

opria

tely

dis

pose

d of

off-

site

, pe

rman

ently

bu

ried

unde

r at

le

ast

4 fe

et o

f fil

l, or

cov

ered

with

pa

vem

ent

to

avoi

d re

-spr

outs

fr

om s

tum

ps.

Fol

low

-up

herb

icid

e

trea

tmen

t of

re-

spro

uts

from

cut

st

umps

sha

ll be

con

duct

ed f

or a

m

inim

um

of

thre

e ye

ars

from

st

ump

rem

oval

.

Page 101: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

UTILITY DISPOSITION UTILITY

APPROX. STATION FROM

APPROX. STATION TO

APPROX.LENGTH (LF) NOTES

Dement St. (I-215), 'DEM' Line

Protect in Place SCG 4"/6" Gas Line (Xing I-215) 24+50.0 28+00.0 365Extend Casing SCG 4"/6" Gas Line (Xing I-215) 24+50.0 24+50.0 18 Extend 10" casing to edge of R/W

RelocateSCE OH (Xing I-215, 2 wood poles w/12kV Lines; 3 circuits) 19+00.0 19+00.0

Shift poles by the amount that Dement St is being shifted.

Relocate Verizon OH - 2 lines 29+00.0 29+00.0 Pole in center of proposed Dement St alignment.

Extend CasingVerizon, Sprint FOC - 4-2" conduits in 30" Sleeve (Xing I-215) 19+50.0 19+50.0 35 Extend 30" casing to edge of R/W

Extend CasingVerizon Business (MCI) 2-4" Conduits in 30" Sleeve (Xing I-215) 19+00.0 19+00.0 55 Extend 30" casing to edge of R/W

Relocate Verizon Business (MCI) 1-4" conduit 19+00.0 28+00.0 1,050 Relocate into new Dement align.

Protect in Place Verizon, Sprint FOC UG (4-2" conduits) 19+50.0 30+50.0 1,190

Protect in Place Verizon Business (MCI) 1-4" conduit 28+00.0 30+50.0 190 NW end of Demont

Protect in Place Verizon UG telephone 17+00.0 26+00.0 900

Protect in Place SCE UG Single Circuit Cable 26+50.0 26+50.0

Relocate SCE Poles (26+00, 27+50, 29+00) 3 poles. 26+00 may be a Verizon pole.

Protect in Place SCE Poles 15+00.0 27+50.0Check to make sure not in new Dement align. Also check guying (existing) for conflicts.

Devore Road Bridge, 'DEV' Line

Relocate 8" DWC Water 10+00.0 22+00.0 872

Relocate into new Devore Road OC. Includes a service line on the southeast corner of the bridge.

Relocate Verizon 4 Conduits Telco UG 9+80.0 21+00.0 872 Relocate into new Devore Road OC

Protect in Place TWT & L3, 6-2" Conduit HDPE in 20" Sleeve 9+80.0 20+00.0 872

Relocate SCE Poles (20+50, 22+10) 20+50.0 22+10.0

May affect guying on pole N of 22+10 as well. May be able to abandon if line is no longer needed on Arrowhead Blvd.

N/o Devore Rd Bridge & E/o I215,'D2' Line

Relocate SCG 2" Gas Line 410+50.0 414+00.0 310 In Arrowhead Blvd. May be able to abandon.

Relocate DWC 2" Water Line 410+30.0 416+00.0 520 In Arrowhead Blvd. May be able to abandon.

Relocate SCE OH & Verizon Telco, Poles & anchors 410+50.0 417+50.0

In Arrowhead Blvd. Would be best to abandon this (Remove), rather than save with a R/W line shift, because it helps with other relocs.

E/o I215 & S/o I15 ('SF' and 'MRN' Lines)

Protect in place SCE OH poles & anchors (from end of Santa Fe) Also includes OH telephone (V) and TV lines.

Protect in place SCG 2" Gas Line (end of Sante Fe Ave.) 10+00.0 12+00.0

Protect in place 4" Water Line (end of Sante Fe Ave.) 10+00.0 12+00.0

Relocate SCE OH & 2 poles & anchors (end of Marion Ave.) Also includes OH telephone (V) and TV lines.

Relocate DWC 1.25" Steel Water Line (end of Marion Ave.) 10 Cap end.

Relocate DWC 2" Steel Water Line (end of Marion Ave.) 10 Cap end.

UTILITY TRACKING REPORT (Last update: 5/3/2012)

Page 102: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

UTILITY DISPOSITION UTILITY

APPROX. STATION FROM

APPROX. STATION TO

APPROX.LENGTH (LF) NOTES

UTILITY TRACKING REPORT (Last update: 5/3/2012)

Relocate SCG 2" Gas Line (end of Marion Ave.) 60 Remove service connection

Nedlee Ave, 'NED' Line

Protect in Place SCG 2" Gas Line 30+00.0 33+05.0 305

Protect in Place TWT and L3 6-2" Conduits HDPE 30+00.0 35+50.0 550

Relocate TWT and L3 6-2" Conduits HDPE 35+50.0 46+00.0 1,070 Relocate into new Nedlee Ave alignment

Protect/Relocate

TWT/L3 6-2: Conduits HDPE in 20" steel sleeve (Xing I-15) 46+00 46+00.0 450

Existing portion in sleeve will be protected in place, but sleeve will need to be extended to R/W line.

Relocate SCE & Verizon OH to Greenwood Ave (19 poles) 37+30.0past Greenwood

Ave 3,800

SCE stops at Greenwood. Verizion extends past end of Nedlee Ave and Greenwood, almost to Kenwood

Protect in Place Sprint & Verizon 4 -2" Conduits PVC 30+00.0 35+00.0 500

Relocate Sprint & Verizon 4 -2" Conduits PVC 35+00.0past Greenwood

Ave 3,800Extends past end of Nedlee Ave and Greenwood, almost to Kenwood

Protect in Place Verizon Bus. (MCI) 1-4" Conduit PVC 30+00.0 35+00.0 500

Relocate Verizon Bus. (MCI) 1-4" Conduit PVC 35+00.0past Greenwood

Ave 3,800

Extends past end of Nedlee Ave and Greenwood, almost to Kenwood. There also is an empty casing crossing I-15 that will need to be extended.

Protect in Place DWC 6" Water 30+00.0 32+60.0 260

Protect in Place DWC 10" Steel Sleeve 35+75.0 35+75.0 Empty sleeve

Greenwood Ave, 'GND' Line

Relocate SCE OH I-15 Xing - Steel Lattice Poles & 3 circuits

Will cross on a slightly new alignment (Still from the end of Greenwood Ave). Currently working with SCE to finalize relocation plan.

Kenwood Ave, 'KEN' Line

Relocate 1 Manhole (Verizon) 786+00.0 786+00.0 Adjust height only

Protect in Place SCG 2" PE Gas 779+50.0 779+50.0 Crosses Kenwood Ave.

Protect in Place ATT 4" Multiduct 775+64.3 798+81.6 2,320

Protect in Place 1 SCE Pole (Kenwood) 782+00.0 782+00.0

Protect in Place Verizon Business 1-4" conduit, 2-1 1/8" conduit 786+00.0 798+81.6 1,280

Protect in Place Sprint & Verizon 4-2" conduits 786+00.0 798+81.6 1,280

I-15 N/o Kenwood Ave, 'A4' Line

Relocate SCG 36" Gas Line 28+00.0 28+00.0Relocation necessary due to significant fill heights.

Protect in Place SCE OH Line Xing 37+00.0 37+00.0

Cajon Rd N/o Devore Rd, 'CAJ' Line

Relocate 1 SCE Pole, btw Cajon Blvd and I-15 156+00.0 156+00.0 Pole conflicts with toe of I-15 fill slope

Protect in Place Sprint, VB, WT; 4-4" conduits 139+50.0 146+00.0 650 May require some manhole adjustments

Protect in Place VB 3-4" empty conduits 117+30.0 139+50.0 2,220

Relocate VB 3-4" empty conduits 117+30.0 117+30.0 Extend case on both sides of I-15

Protect in Place Level 3/TWT 12-2" 106+25.0 146+00.0 3,980 May require some manhole adjustments.

Protect in Place SCE UG 2-5" & 6" Conduits 136+50.0 146+00.0 950 May require some manhole adjustments

Page 103: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

UTILITY DISPOSITION UTILITY

APPROX. STATION FROM

APPROX. STATION TO

APPROX.LENGTH (LF) NOTES

UTILITY TRACKING REPORT (Last update: 5/3/2012)

Protect in Place 14" Oil Line - Kinder Morgan 75+00.0 146+00.0 7,300

Protect in Place 14" Oil Line - Kinder Morgan 60+80.0 75+00.0May require retaining wall at toe of slope along 'CD' Line

Protect in Place 8" Oil Line - Kinder Morgan 119+80.0 146+00.0 2,620

Relocate SCE - Relocate multiple poles outside of R/W 128+00.0 136+00.0Poles are between Cajon Blvd and I-15. See relocation plans for SCE xing of I-15.

Protect in Place SBMW - 16" Water line 79+00.0 93+00.0 1,650Some adjustments to manholes, valve boxes required.

Relocate SBMW - 16" Water line 57+00.0 79+00.0 2,210 Relocate into Cajon Blvd

Protect in Place SBMW - 16" Water line 46+00.0 57+00.0 1,100Some adjustments to manholes, valve boxes required.

Protect in Place SBMW - 12" Water line 46+00.0 52+50.0 650

Protect in Place Verizon FO line 49+00.0 59+00.0 1,230

Protect in Place Verizon telephone line 49+00.0 59+00.0 1,230

Protect in Place SBMW - 24" Water line 48+00.0 55+00.0 700

Protect in Place SCE 1-5" Conduit 49+00.0 58+00.0 1,220

I-15, S of 15/215 IC, 'A1' line

Protect in Place SCE OH Lines Xing I-15 762+50.0 762+50.0

Protect in Place TWT, Verizon and VB lines in Glen Helen Parkway 780+00.0 780+00.0

Extend Casings SCG 2 36" Gas lines Xing under I-15 814+00.0 816+00.0 May need to extend casings

Protect in Place VB 1-2" Conduit in Glen Helen Road 826+50.0 826+50.0

Protect in Place Verizon OH TV line on Glen Helen Road 826+50.0 826+50.0

Protect in Place Verizon 1-3" Telephone in Glen Helen Road 827+00.0 827+00.0

Protect in Place SCE 1-5" Conduit in Glen Helen Road 827+00.0 827+00.0

Protect in PlaceSCE OH line on Glen Helen Road and along I-15 (NB) 827+00.0 836+30.0

Extend CasingKinder Morgan 8" oil line in 24" STL Casing E/o RR Xing 843+00.0 843+00.0 200 At RR Crossing

Cajon Junction, 'CJNCT' Line

RelocateDWC 2" Water (South side), continues past end of street 10+00.0

20+11.94 and beyond 1,720

Abandon DWC 2" Water (North side) 10+00.0 18+00.0 2,210

Protect in Place SCE, V OH Electric, Telephone 10+00.0 20+11.9 1,340

RelocateSCE, V OH Electric, Telephone, next to 'CD' Line (5 poles) Near Station 923+00 of 'CD' Line.

Protect in Place Verizon Fiber Optic 10+00.020+11.94 and

beyond 1,340

Relocate Verizon Fiber Optic, next to 'CD' Line 55Near Station 923+00 of 'CD' Line. Relocate into new driveway.

Cajon Rd S/o Devore Rd. 'CAJ' Line

Relocate SCE, Verizon OH, 5 wood poles & anchors 45+50.0 47+50.0 Relocate outside of planned intersection

Relocate SCE, Verizon OH, 1 pole, N side of street 43+50.0 43+50.0

Page 104: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

UTILITY DISPOSITION UTILITY

APPROX. STATION FROM

APPROX. STATION TO

APPROX.LENGTH (LF) NOTES

UTILITY TRACKING REPORT (Last update: 5/3/2012)

Relocate SCE, 6 poles, N side of street 39+00.0 41+00.0Line heads toward fwy, paralleling gas line. Relocate outside new R/W or may just remove.

Protect in Place SBMW 16" Water Steel 33+09.0 49+00.0 1,600

Protect in Place DWC 8" Water 40+50.0 49+00.0 860

Protect in Place SBMW 12" Water 37+50.0 49+00.0 1,150Crosses Cajon Blvd at 37+50 and reduces to 6" line

Protect in Place SBMW 24" Water DIP 33+09.0 49+00.0 1,600

Protect in Place Verizon Telco OH (S side of street) 38+50.0 44+50.0 600

Protect in Place Charter fiber optic OH (S side of street) 33+09.0 49+00.0 1,600

Protect in Place Verizon fiber optic (2 conduits), S side of street 33+09.0 49+00.0 1,600

Protect in Place SCG 16" Gas 33+09.0 38+20.0 520

Relocate SCG 6" Gas 38+00.0 41+00.0 470

Move outside of new R/W. Extend casing at I-215 freeway. Relocate reg. station at end of new ramps. May relocate into new Devore OC.

Protect in Place SCG 4" Gas 33+09.0 38+20.0 520

Protect in Place 6" Water 33+09.0 37+50.0 492

I-215 South of I-15, 'B1' Line

Relocate MCI 2-4" conduits in 30" sleeve 897+50.0 897+50.0 130 Extend casing on each side of freeway

Relocate Sprint & Verizon, 4-2" Conduits in 30" sleeve 898+00.0 898+00.0 130 Extend casing on each side of freeway

Relocate SCE pole, Xing I-215 897+50.0 897+50.0 Move poles on each side outside of R/W.

Relocate SCE pole, S side of freeway 867+70.0 867+70.0 Relocate pole outside of new R/W

Notes- Distances and stations are approximate. Design-Builder to verify exact locations.- Stations reference to the alignment called out by the heading of a section, as found on the Preliminary Engineering Drawings- Abbreviation definitions are found on the utility plan sheets

Page 105: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

Department of Transportation Book 2 - I-15/I-215 Devore Interchange Improvements E.A.: 08-0K7104

Project ID: 08000003664

Exhibit 13-C - Transverse Reinforcement Requirements for Columns and Piles

EXHIBIT 13-C

Transverse Reinforcement Requirements for Columns and Piles

Element Name Seismic Type Transverse

Reinforcement Type

Bridge columns, pile extensions, and piles with cage diameter > 24 inches

Seismic Critical Hoops

Bridge columns, pile extensions, and piles with cage diameter < 24 inches

Seismic Critical Spirals

Piles/pile shafts in liquefiable soils Seismic Critical Hoops

Prismatic or enlarged pile shaft (diameter > 24 inches) supporting a column

See MTD 20-9 Hoops

Page 106: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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Page 108: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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Page 109: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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Page 110: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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Page 111: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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of

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Page 112: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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Page 113: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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artm

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Page 114: REQUEST FOR PROPOSALS - Caltrans Interchange Improvements (Devore) FOR DESIGN AND ... in deep foundation design ... construction, drilled shaft load testing ...

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