August 7, 2019

kpff.com

DATE: May 2, 2019

TO: Mr. Jerry Illoulian

Principal

Illoulian & Illulian Properties, L.P.

8727 Melrose Ave, West Hollywood

West Hollywood, CA 90069

FROM: KPFF Consulting Engineers

700 South Flower Street, Suite 2100

Los Angeles, CA 90017

RE: Santa Monica and Orange Grove Mixed-Use Project: Civil Engineering Initial Study Data

This memo summarizes the civil related technical studies needed to evaluate the Santa Monica and Orange

Grove Mixed-Use project's impacts relating to surface hydrology, water supply, wastewater, and

groundwater.

General

Existing Conditions

The existing site consists of six lots at 7811 Santa Monica Blvd, 1114 North Orange Grove Ave, and 1125

North Ogden Drive in the City of West Hollywood, California. The project site currently consists of existing

commercial buildings, residential buildings, and parking lots. The project site is approximately 44,200

square feet (0.92 acres) and appears to be 100% impervious.

Proposed Conditions

The site will be developed into a mixed-use building consisting of two subterranean parking levels, ground

level restaurant space, an 82 unit apartment complex, and a 74 room hotel. The development will span

approximately to the property line and be six stories above grade.

Excavation Depths and Earthwork Volumes

The estimated depths of excavation expected for the subterranean parking and building foundations depths

are approximately 27-34 feet below the finished surface on Santa Monica Boulevard. The assumed floor

slab thickness is 5” with a 2” sand barrier per the Geotechnical Engineering Investigation report dated

November 17, 2014 by Geotechnologies, Inc. The combined parking structure footprint is approximately

37,430 sq. ft.

The earthwork volume for the project was determined using Civil 3D software for AutoCAD. The net site

earthwork as a result of the subterranean parking excavation will be approximately 44,300 cubic yards of

cut/export. Assuming a 25 percent expansion factor, this equates to a hauled volume of 55,375 cubic yards.

See rough grading plan and sections in Attachment A.

The soil export will be hauled to an acceptable location per local jurisdictions’ Haul Route requirements.

Since the project is in West Hollywood and adjacent to Los Angeles, it is likely that each jurisdiction will

have haul route requirements.

August 7, 2019

Surface Hydrology

Existing Hydrology

Existing storm water runoff from the project site is conveyed via sheet flow and curb drains to the adjacent

streets. The existing site is generally flat with a 1% slope to the west and a 3% slope to the south. The site

is located within the Federal Emergency Management Agency (FEMA) Flood Zone X, which denotes an

area where the potential for flooding is minimal. There are no surface water bodies in the project vicinity.

The existing site’s total peak flow generated from a 50-year storm event is approximately 2.95 cubic feet

per second (cfs) with 0.93 cfs flowing to Santa Monica Boulevard, 1.51 cfs flowing to North Orange Grove

Ave, and 0.51 cfs flowing to North Ogden Drive. See Existing Hydrology Exhibit in Attachment B.

Proposed Hydrology

Storm water runoff from the Project site will be conveyed to the public streets via roof downspouts and site

area and podium drains. The proposed development will decrease the existing impervious area by adding

planting and landscaping around the site and upper levels. The existing peak flow of 2.95 cfs generated

from a 50-year storm will be reduced by the proposed development to 2.87 cfs.

Existing Water Quality Management

Based on our research and existing records, there are currently no stormwater BMPs on the existing site.

Proposed Water Quality Management - Construction

Within the State of California, the National Pollutant Discharge Elimination System (NPDES) requirements

mandate that stormwater Best Management Practices (BMPs) be implemented during project construction.

These stormwater BMPs may include, but are not limited to: sandbag barriers, shaker plates, silt fences,

fiber rolls, and street sweeping.

Proposed Water Quality Management-Project Implementation

Permanent post-construction stormwater management mitigation will be implemented per the County of

Los Angeles Department of Public Works Low Impact Development Standards Manual, dated February 14,

2014.

LID (Low Impact Development) is a storm water management strategy with goals to mitigate the impacts

of increased runoff and storm water pollution as close to its source as possible.

Considering the proposed development’s subterranean footprint and lack of setbacks, we expect infiltration

to be infeasible. Capture and reuse may be feasible to treat a portion of the stormwater, but will depend on

overall landscaping. This option should be explored with the Architect and Landscape Architect.

Preliminary calculations show the 85th Percentile rainfall flow and volume for the project site will be

approximately 0.34 cfs and 2,580 cubic feet (cf), respectively. Based on these approximate values, 100%

of the required treatment flow could be treated using biofiltration per the LA county LID manual.

Biofiltration systems could be located throughout the project site where feasible. The design team should

engage early in satisfying stormwater mitigation requirements.

Groundwater

Existing Groundwater

Existing Groundwater conditions are to be verified pending the completion of the project Geotechnical

Investigation Report.

Proposed Groundwater Impacts

Impacts on groundwater due to subterranean parking excavation, including temporary and permanent

dewatering will be confirmed pending the completion of the project Geotechnical Investigation Report.

Water Supply

There is an existing 12-inch water main on Santa Monica Blvd, which is owned and operated by the Los

Angeles Department of Water and Power (LADWP). A flow and pressure report has been conducted by

the LADWP, and is attached to this report. We anticipate a 6-inch fire water service, capable of delivering

1,400 gpm, and 6-inch domestic water service, capable of delivering 700 gpm, to serve the project. Based

on the flow report, the 12-inch main has a static pressure of 93 psi and a residual pressure of 88 psi at a

flow of 1400 gpm. See the LADWP Flow Test Results in Attachment C.

Currently there are no existing fire hydrants along the proposed project site’s property frontage. This

includes the north side of Santa Monica Blvd, the east side of Orange Grove Ave, and the west side of

Ogden Drive. The project Architect and Civil Engineer should engage the County of Los Angeles Fire

Department to determine if public or private fire hydrants are required to be installed as part of this project.

If hydrants are required, the proposed hydrants must meet a minimum flow of 1,750 gpm at 20 psi per the

LA County Fire Code requirement for a Type 1A building (assumed) with a proposed fire sprinkler system

and the three largest successive building floors equating to 108,642 square feet.

For the purposes of this report we are assuming the total water usage per day will be equal to the total

sewage discharge per day for the project. Based on the sewage discharge estimates in the next section we

anticipate the daily water demand to be approximately 28,049 GPD.

Wastewater (Sewer)

There is an existing 8-inch public sewer main that runs north to south on North Orange Grove Ave, and a

12-inch public sewer main that runs east to west on Santa Monica Blvd. A separate Sewer Capacity Study

has been prepared for submittal and approval through West Hollywood Public Works. See separate “Sewer

Capacity Study” report dated 04/05/2019.

Using the Sanitation District No. 4 Sewer Load Table and the proposed uses of the project, the following

table was created outlining the total estimated proposed sewer load.

Anticipated Sewer Generation and Demand

Facility Description Building Program Units

Flow (gpd) per unit

Avg Load, QAF

(gpd) Avg Load, QAF

(cfs) Peak Flow, QPF (cfs)

Restaurant (Indoor) 230 Seat 30 6,900 0.011 0.0267 Restaurant (Outdoor) 21 Seat 18 378 0.001 0.0015

Hotel Amenity Space 2066 SF 0.5 1,033 0.002 0.0040

Art Galley 1381 SF 0.02 28 0.000 0.0001

Residential Lobby 1850 SF 0.08 148 0.000 0.0006

Studio Apartments 38 Unit 80 3,040 0.005 0.0118 1-Bedroom Apartments 23 Unit 120 2,760 0.004 0.0107 2-Bedroom Apartments 9 Unit 160 1,440 0.002 0.0056

Hotel Lobby 1567 SF 0.08 125 0.000 0.0005

Hotel Rooms 86 Room 130 11,180 0.017 0.0432

Hotel Back-of-House 6211 SF 0.08 497 0.001 0.0019

Fitness Area 650 SF 0.8 520 0.001 0.0020

TOTAL 28,049 0.043 0.108

Existing sewer loads and capacity were generated based on City of West Hollywood Requirements as laid

out in the Sewer Flow Report (Appendix D). The following table summarizes the Sewer Capacity Study

Results:

Sewer Analysis Summary Table

Orange Grove Ave Santa Monica Blvd

Pipe Diameter 8-inch 12-inch

Slope 3.32% 0.32%

Manning N 0.013 0.013

50% Full Capacity 1.10 cfs 1.00 cfs

Monitored Daily Flow 0.020 MGD / 0.031 cfs 0.150 MGD / 0.232 cfs

Existing Peak Flow 0.077 cfs 0.580 CFS

Existing % Pipe Full 12.80% 36.70%

Additional Generated Peak Flow(cfs)

0.108 0.108

Total Proposed Peak Flow (cfs)* 0.186 0.689

Proposed % full* 19.60% 40.30%

*assuming entire project sewer load connects to single sewer

Both the 8” sewer main in North Orange Grove Ave and the 12” sewer main in Santa Monica Blvd are

below 50% full with the addition of the project’s proposed sewer loads, which meets City of West

Hollywood requirements. The 8" sewer main in North Orange Grove Ave and the 12” sewer main in Santa

Monica Blvd have adequate capacity for this project. See Attachment D for the complete Sewer Capacity

Study.

Gas and Power

Gas for the project will be supplied by Southern California Gas. A will-serve letter from Southern California

Gas Company can be found in Attachment F. Specific gas demands will need to be determined by the

project plumbing engineer.

Electrical service will be supplied by Southern California Edison. A letter from Southern California Edison

can be found in Attachment E. Specific electrical requirements for the project will need to be determined

by the project electrical engineer.

Offsite Improvements

The limit of off-site improvements will be dependent upon the City’s requirements set forth in the

Conditions of Approval, or similar documents. At a minimum, we expect the scope to include replacement

of all curb, gutter, and sidewalk in property frontage. All offsite improvements will be handled through a

separate permit with the City of West Hollywood.

ATTACHMENT A

ROUGH GRADING

SANTA MONICA BLVD

OR

AN

GE

G

RO

VE

A

VE

DATE

XX.XX.XXDATE

114068PROJECT NUMBER

RRDESIGNED BY

DKCHECKED BY

XX/XX/XX DESCRIPTION

AS SPECIFIEDSCALE

CONSULTANTS

Consulting Engineers

REVISIONS

ISSUED FOR

KEY MAP

DRAWING TITLE

SHEET NUMBER (EXHIBIT NUMBER)

PROJECT DESCRIPTION

SANTA MONICA AND

ORANGE GROVE -

MIXED USE DEVELOPMENT

XXXX LOS ANGELES AVENUE

LOS ANGELES, CA 9XXXX

PJDRAWN BY

6080 CENTER DRIVE, SUITE 700

LOS ANGELES, CA 90045

TEL: 310.665.2800

FAX: 310.665.9075

WWW.KPFF.COM

STAMP

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ROUGH GRADING PLAN

DATE

XX.XX.XXDATE

114068PROJECT NUMBER

RRDESIGNED BY

DKCHECKED BY

XX/XX/XX DESCRIPTION

AS SPECIFIEDSCALE

CONSULTANTS

Consulting Engineers

REVISIONS

ISSUED FOR

KEY MAP

DRAWING TITLE

SHEET NUMBER (EXHIBIT NUMBER)

PROJECT DESCRIPTION

SANTA MONICA AND

ORANGE GROVE -

MIXED USE DEVELOPMENT

XXXX LOS ANGELES AVENUE

LOS ANGELES, CA 9XXXX

PJDRAWN BY

6080 CENTER DRIVE, SUITE 700

LOS ANGELES, CA 90045

TEL: 310.665.2800

FAX: 310.665.9075

WWW.KPFF.COM

STAMP

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ROUGH GRADING PLAN

ATTACHMENT B

EXISTING HYDROLOGY

10'

15,125 sf

A1

Q50 SUB-AREA FLOWS (cfs)A1 = 1.12 A2 = 0.39A3 = 0.39A4 = 0.54A5 = 0.51

OVERALL SITE

AREA = 0.92 acresIMPERVIOUS = 100%Q50 = 2.95 cfs

7,377 sf

4,959 sf

5,012 sfA2

A3

A4

OVERALL SITE



FARING CAPITAL: 7811 Santa Monica Blvd, West Hol lywood

7SANTA MONICA / ORANGE GROVE - CITY OF WEST HOLLYWOOD

R&AJULY 11, 2016

3 - SITE SURVEY

11.84’

15.166’

A57,536 sf

OVERALL SITE



ATTACHMENT C

LADWP WATER FLOW TEST RESULTS

Residual Flow/Pressure Table for water system street mainat this location

Press.(psi)

Press.(psi)

Flow(gpm)

Press.(psi)

Flow(gpm)

Flow(gpm)

0 93

585 92

855 91

1065 90

1240 89

1400 88

Meter AssemblyCapacities

Domestic Meters

=1 inch 56 gpm

=1-1/2 inch 96 gpm

=2 inch 160 gpm

=3 inch 220 gpm

=4 inch 400 gpm

=6 inch 700 gpm

=8 inch 1500 gpm

=10 inch 2500 gpm

Fire Service

=2 inch 250 gpm

=4 inch 600 gpm

=6 inch 1400 gpm

=8 inch 2500 gpm

=10 inch 5000 gpm

FM Services

=8 inch 2500 gpm

=10 inch 5000 gpm

For:

System maximum pressure should be used only for determining class of piping and fittings.

These values are subject to change due to changes in system facilities or demands.

This information will be sent to the Department of Building and Safety for plan checking.

Notes: With 700 gpm simultaneous flow from 6" domestic service

This SAR is valid for one year from 04-23-19. Once the SAR expires, the applicant needs to re-apply and pay applicable processing fee.

WESTERN (213) 367-1225For additional information contact the Water Distribution Services Section

Prepared by Water Service Map

144-177ELIA SUN ELIA SUN

Approved by

7811 SANTA MONICA BLVD

129 293

Approved Date:

psi based on street curb elevation of feet above sea level at this location.

off of the 6 INCH

The distance from the DWP street main to the property line is feet

12 inch main in SANTA MONICA BLVD on the NORTH side approximately

155 feet EAST of EAST of ORANGE GROVE AVE The System maximum pressure is

15

76146SAR NUMBER 616772SERVICE NUMBERFire Service Pressure Flow Report

4-23-2019

Los Angeles Department of Water and Power - Water SystemCity of Los Angeles

Proposed Service

ATTACHMENT D

SEWER CAPACITY STUDY

SEWER CAPACITY STUDY

For:

Santa Monica and Orange Grove Mixed-Use Development

7811 Santa Monica Blvd, 1114 North Orange Grove Ave, &

1125 North Ogden Drive

West Hollywood, CA

Prepared by:

KPFF Consulting Engineers



213.418.0201

Date:

04/04/19

Submitted To:

City of West Hollywood Department of Public Works

Engineering Division

Table of Contents

SECTION PAGE

1. Project Description ................................................................................................................................ 1

2. Site Description ..................................................................................................................................... 1

3. Existing Sewer Analysis ......................................................................................................................... 1

4. Proposed Flow Generation ................................................................................................................... 2

5. Results ................................................................................................................................................... 3

APPENDICES

Appendix A Project Vicinity Map

Appendix B City of West Hollywood Zoning Map and General Land Use Plan

Appendix C City of West Hollywood Master Plan of Sewers and Sewer Facilities

Data

Appendix D City of West Hollywood Sewer Capacity Study Requirements & LA

County Sanitation District No. 4 Mean Loading Table

Appendix E Hydraulic Calculations

Appendix F Utility Systems Science & Software Sewer Flow Monitoring Report

City of West Hollywood Sewer Capacity Study Santa Monica and Orange Grove Mixed-Use

1

1. Project Description

The Santa Monica and Orange Grove project consists of the design and construction of a

mixed-use development at 7811 Santa Monica Blvd, 1114 North Orange Grove Ave, and

1125 North Ogden Drive in the City of West Hollywood, California. The development site

currently consists of existing commercial buildings, residential buildings, and parking lots.

The site is zoned Commercial, Community 2 (CC2) and Residential, Multi-Family Medium-

Density (R3B) per the City of West Hollywood Zoning Map and General Land Use Plan

(Appendix B). All existing buildings and hardscape will be removed as part of the proposed

project, which includes two parking levels, ground level restaurant space, a 70 unit

apartment, and a 86 room hotel.

2. Site Description

The existing site consists of size lots at 7811 Santa Monica Blvd, 1114 North Orange Grove

Ave, and 1125 North Ogden Drive in the City of West Hollywood, California. The project site

is approximately 44,200 square feet (0.92 acres) and appears to be 100% impervious.

Refer to Appendix A for the Project Vicinity Map.

3. Existing Sewer Analysis

Per the City of West Hollywood Master Plan of Sewers and Sewer Facilities Data (Appendix

C), there is an existing 8-inch public sewer main that runs north to south on North Orange

Grove Ave and a 12-inch public sewer main that runs east to west on Santa Monica

Boulevard. As requested by the City of West Hollywood, a sewer manhole on North Orange

Grove Ave and Santa Monica Blvd were examined separately to ensure that the proposed

project will not overload either sewer lines. Flow monitoring radars were installed in a

manhole in North Orange Grove Ave and data was collected over a one-week period, from

October 25, 2014 to November 2, 2014. This flow monitoring data was further collected in

a manhole on Santa Monica Blvd over a one-week period from March 20, 2019 to March 28,

2019. (See Appendix F for sheets from the Sewer Flow Monitoring Report compiled by

Utility Systems Science & Software.)

Pipe Capacity (QCAP) was calculated using Manning’s Formula, per City of West Hollywood

Sewer Capacity Study Requirements (Appendix D). See Appendix E for pipe hydraulic

calculations.


2

8-inch sewer on North Orange Grove Ave:

𝑄𝐶𝐴𝑃 = 1.10 𝐶𝐹𝑆

12-inch sewer on Santa Monica Blvd:

𝑄𝐶𝐴𝑃 = 1.00 𝐶𝐹𝑆

Peak flow (QPF) rate was calculated by taking the measured average daily flowrate,

multiplied by a factor of 2.5, per City of West Hollywood Requirements, (Appendix D). The

average measured flow for the manhole on North Orange Grove, during the one-week

period was 0.020 MGD, or 0.031 CFS:

𝑄𝑃𝐹 = 2.5 ∗ 0.031 𝐶𝐹𝑆 = 0.077 𝐶𝐹𝑆

The average measured flow for the manhole on Santa Monica Boulevard, during the one-

week period was 0.150 MGD, or 0.232 CFS:

𝑄𝑃𝐹 = 2.5 ∗ 0.232 𝐶𝐹𝑆 = 0.580 𝐶𝐹𝑆

4. Proposed Flow Generation

The anticipated sewer load generation for the proposed development was calculated using

the County Sanitation District No. 4 of Los Angeles Mean Loading Table (see Appendix D).

Anticipated Sewer Generation and Demand

Facility Description Building Program Units

Flow (gpd) per unit

Avg Load, QAF

(gpd) Avg Load, QAF

(cfs) Peak Flow, QPF (cfs)

Restaurant (Indoor) 230 Seat 30 6,900 0.011 0.0267 Restaurant (Outdoor) 21 Seat 18 378 0.001 0.0015

Hotel Amenity Space 2066 SF 0.5 1,033 0.002 0.0040

Art Galley 1381 SF 0.02 28 0.000 0.0001

Residential Lobby 1850 SF 0.08 148 0.000 0.0006

Studio Apartments 38 Unit 80 3,040 0.005 0.0118 1-Bedroom Apartments 23 Unit 120 2,760 0.004 0.0107 2-Bedroom Apartments 9 Unit 160 1,440 0.002 0.0056

Hotel Lobby 1567 SF 0.08 125 0.000 0.0005

Hotel Rooms 86 Room 130 11,180 0.017 0.0432

Hotel Back-of-House 6211 SF 0.08 497 0.001 0.0019

Fitness Area 650 SF 0.8 520 0.001 0.0020

TOTAL 28,049 0.043 0.108


3

5. Results

Below is a summary of the existing sewer analysis, additional generated load, and future

condition hydraulics.

Sewer Analysis Summary Table

Orange Grove Ave Santa Monica Blvd

Pipe Diameter 8-inch 12-inch

Slope 3.32% 0.32%

Manning N 0.013 0.013

50% Full Capacity 1.10 cfs 1.00 cfs

Monitored Daily Flow 0.020 MGD / 0.031 cfs 0.150 MGD / 0.232 cfs

Existing Peak Flow 0.077 cfs 0.580 CFS

Existing % Pipe Full 12.80% 36.70%

Additional Generated Peak Flow(cfs)

0.108 0.108

Total Proposed Peak Flow (cfs)* 0.186 0.689

Proposed % full* 19.60% 40.30%

*assuming entire project sewer load connects to single sewer

Both the 8” sewer main in North Orange Grove Ave and the 12” sewer main in Santa Monica

Blvd are below 50% full with the addition of the project’s proposed sewer loads, which

meets City of West Hollywood requirements. The 8" sewer main in North Orange Grove Ave

and the 12” sewer main in Santa Monica Blvd have adequate capacity for this project.

APPENDIX A

Project Vicinity Map

N

NOT TO SCALE

N Orange GroveManhole

Project Sites:7811 Santa Monica Boulevard &1114 North Orange Grove Avenue,West Hollywood, CA

Santa Monica BlvdManhole

APPENDIX B

City of West Hollywood Zoning Map and General Land

Use Plan

R1A R4B

SSP

SSP

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SSP SSP SSP SSP

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CC1 CC1 CC1

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D

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N.

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PO

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PL

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NA

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Residential, Multi-Family High Density

R4A - 35' 3 Stories - 1 du/872 SF of lot area

R4B - 45' 4 Stories - 1 du/872 SF of lot area

Residential Zoning Districts Combination Zones

Commercial and Public Zoning Districts

City of West Hollywood Zoning Districts

Map Date: November 3, 2011

du = dwelling unit

0 1,200Feet

PDCSP - Pacific Design Center Specific Plan

Residential, Low Density

R2 - 25' 2 Stories - 2 du/lot of less than 4000 SF - 3 du/lot between 4000 and 7999 SF - 4 du/lot between 8000 and 9999 SF plus 1 additional unit/lot for each 2000 SF or fraction thereof in excess of 9999 SF

Residential, Single-Family or Two-Unit Low Density

R1A - 25' 2 Stories - 1 du/lotR1B - 25' 2 Stories - 2 du/lot of less than 8499 SFR1C - 15' 1 Story - 1 du/lot

Residential, Multi-Family Medium Density

R3A - 25' 2 Stories - 1 du/1210 SF of lot area

R3B - 35' 3 Stories - 1 du/1210 SF of lot area

R3C - 45' 4 Stories - 1 du/1210 SF of lot area

Overlay Zoning Districts

Other Zoning Districts

N

PF - Public Facilities

SSP - Sunset Specific Plan

SSP CN - Sunset Specific Plan Commercial, Neighborhood

SSP R2 - Sunset Specific Plan Residential, Low Density

SSP R4 - Sunset Specific Plan Residential, Multi-Family High Density

MSP - Movietown Specific Plan

Density (FAR) Height

CR - Commercial, Regional Center

CN1 - Commercial, Neighborhood 1

CA - Commercial, Arterial

CN2 - Commercial, Neighborhood 2

CC2 - Commercial, Community 2

CC1 - Commercial, Community 1

1.0

1.0

1.5

2.0

2.5

3.0

25 ft/2 stories

25 ft/2 stories

35 ft/3 stories

45 ft/3 stories

60 ft/5 stories

90 ft/8 stories

PK - Parking Overlay

Development Agreement Overlay

Mixed-Use Incentive Overlay Zone

Commercial-Only Overlay Zone

/4

APPENDIX C

City of West Hollywood Master Plan of Sewers and

Sewer Facilities Data

PROJECT LOCATION7811 Santa Monica Boulevard1114 North Orange Grove AvenueWest Hollywood, CA& 1125 North Ogden Drive

APPENDIX D

City of West Hollywood Sewer Capacity Study

Requirements & LA County Sanitation District No. 4

Mean Loading Table

APPENDIX E

Hydraulic Calculations

Project Description

Friction Method Manning Formula

Solve For Normal Depth

Input Data

Roughness Coefficient 0.013

Channel Slope 3.32 %

Diameter 8.00 in

Discharge 0.077 ft³/s

Results

Normal Depth 0.09 ft

Flow Area 0.03 ft²

Wetted Perimeter 0.49 ft

Hydraulic Radius 0.05 ft

Top Width 0.45 ft

Critical Depth 0.13 ft

Percent Full 12.8 %

Critical Slope 0.00662 ft/ft

Velocity 2.96 ft/s

Velocity Head 0.14 ft

Specific Energy 0.22 ft

Froude Number 2.16

Maximum Discharge 2.37 ft³/s

Discharge Full 2.20 ft³/s

Slope Full 0.00004 ft/ft

Flow Type SuperCritical

Worksheet for NORTH ORANGE GROVE 8-IN EXISTING

4/4/2019 1:55:09 PM

Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]

27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page

Project Description



Input Data



Diameter 8.00 in


Results


Flow Area 0.05 ft²



Top Width 0.53 ft


Percent Full 19.6 %


Velocity 3.84 ft/s



Froude Number 2.24





Worksheet for NORTH ORANGE GROVE 8-IN PROPOSED

4/4/2019 1:54:20 PM



Project Description



Input Data



Diameter 8.00 in


Results


Flow Area 0.17 ft²



Top Width 0.67 ft


Percent Full 49.7 %


Velocity 6.29 ft/s



Froude Number 2.18





Worksheet for NORTH ORANGE GROVE 8-IN CAPACITY

5/7/2015 11:14:31 AM



Project Description



Input Data



Diameter 12.00 in


Results

Normal Depth 4.41 in

Flow Area 0.26 ft²


Hydraulic Radius 2.41 in

Top Width 0.96 ft


Percent Full 36.7 %


Velocity 2.22 ft/s



Froude Number 0.75




Flow Type SubCritical

GVF Input Data

Downstream Depth 0.00 in

Length 0.00 ft

Number Of Steps 0

GVF Output Data

Upstream Depth 0.00 in

Profile Description

Profile Headloss 0.00 ft

Average End Depth Over Rise 0.00 %

Normal Depth Over Rise 36.75 %

Downstream Velocity Infinity ft/s

Worksheet for SANTA MONICA 12-IN EXISTING

4/4/2019 1:55:36 PM


27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2of1Page

Project Description



Input Data



Diameter 12.00 in


Results


Flow Area 0.30 ft²



Top Width 0.98 ft


Percent Full 40.3 %


Velocity 2.32 ft/s



Froude Number 0.74





GVF Input Data

Downstream Depth 0.00 in

Length 0.00 ft

Number Of Steps 0

GVF Output Data

Upstream Depth 0.00 in

Profile Description

Profile Headloss 0.00 ft

Average End Depth Over Rise 0.00 %

Normal Depth Over Rise 40.33 %

Downstream Velocity Infinity ft/s

Worksheet for SANTA MONICA 12-IN PROPOSED

4/4/2019 1:56:01 PM


27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2of1Page

Project Description



Input Data



Diameter 12.00 in


Results


Flow Area 0.39 ft²



Top Width 1.00 ft


Percent Full 49.8 %


Velocity 2.56 ft/s



Froude Number 0.72





Worksheet for SANTA MONICA 12-IN CAPACITY

5/12/2015 8:56:23 AM



APPENDIX F

Utility Systems Science & Software Sewer Flow

Monitoring Report

Orange Grove & Santa Monica

On N.Orange Grove Av, just north of Santa Monica Blvd.

Faring capital

Manhole XInstall Date: 10/25/2014

Access: System Type:

StormSanitary

Map

Technology

Traffic Plan

Flow Meter

Meter Depth ":91"

Meter SN ":*

*

Avg Velocity Avg Measured Level Multiplier

3.94 fps 0.74" 1

GasO2 H2S CO LEL

20.9 0 0 0

Notes

*

Traffic Safety

Used cones, signs and a flagger.

Land Use

Residential Commercial Industrial Trunk

X

South

Manhole Depth "

8"

8.8'

Round

8"/8"

Good

Brick

0

*

14.57"

6.57"

Upstream

Flow Heading

Flow Direction

Sensor Dist. to Crown

Sensor Offset

Velocity Profile Data

Velocity Profile Taken

Silt (inches)

Manhole Material

Pipe Condition

Pipe Shape

Inner Pipe Size " (In/Out)

Pipe Size "

Manhole No.*

Site Report

Confidential Proprietary Information

11-03-2014

Faring capital

Orange Grove & Santa Monica On N.Orange Grove Av, just north of Santa Monica Blvd.

Meter Site Document

Manhole Before Install

Installed

Downstream

Site

Installation Process

Upstream

Temporary Flow StudyFaring capital

Orange Grove & Santa Monica

Utility Systems, Science and Software

Santa Ana, CA 92705601 N. Parkcenter Drive Suite 209

Meter Start Date From 10/25/2014 12:00:00 AM

Meter Stop Date To 11/2/2014 12:00:00 AM

Velocity (fps) Level (in) Flow (mgd)

Average 3.690 0.415 0.020

Maximum 5.309 0.859 0.071

Minimum 1.939 0.151 0.003

Pipe Size 8.000

Estimated Capacity (mgd) 1.298

Capacity Used 5.50 %

Sensor Type Hach - Flodar

San Diego, CA 92021

6190 Fairmount Ave. Suite E


Average 4.054 0.612 0.037 RainFall Inches

Maximum 4.880 0.859 0.071

Minimum 3.220 0.442 0.020 11/3/2014 1:54:31 PM



Maximum 5.309 0.789 0.064

Minimum 1.939 0.151 0.003 11/3/2014 1:54:31 PM



Maximum 4.959 0.748 0.059

Minimum 2.280 0.095 0.001 11/3/2014 1:54:31 PM

11/3/2014 1:54:31 PM

10/25/2014 thru 11/2/2014

2019.03 Santa Monica MH 51

MH in north crosswalk at intersection of Orange Grove Av & Santa Monica Blvd

XInstall Date: 3/20/2019

Access: System Type:

StormSanitary

turbulence due to inflow from lateralAvg Velocity Avg Measured Level Multiplier

1.25 fps 3.5" 1

GasO2 H2S CO LEL

20.9 0 0 0

Notes

Two inlets from east & north; monitored downstream line to get total flow.

Traffic Safety

No formal TCP required; used arrow board, cones & signs per site-specific CA MUTCD TC requirements.

Land Use

Residential Commercial Industrial Trunk

X

West

Manhole Depth

12"

141.5"

Round

12"/12"

Fair

Brick

0"

*

0.4 2-D

20.15"

8.15"

Downstream

Flow Heading

Sensor Direction

Sensor Dist. to Crown

Sensor Offset

Velocity Profile Data

Velocity Profile Taken

Silt

Manhole Material

Pipe Condition

Pipe Shape

Inner Pipe Size (In/Out)

Monitored Pipe Size

Manhole No. 51

Site Report

Confidential Proprietary Information

03-29-2019

Faring

~7825 Santa Monica Blvd, West Hollywood, CA 90046

Flow Meter

Meter Depth: 121"

MH Coordinates: 34.090928, -118.360402

Moderate open channel hydraulics with

Map

Technology

CSMD S-1583 Sewer Plan

Meter Site Document

Faring

2019.03 Santa Monica MH 51~7825 Santa Monica Blvd, West Hollywood, CA 90046

Site Manhole Before Install

Installation Process Installed

Upstream Downstream

Velocity (fps) Level (in) Flow (gpm)


Maximum 1.790 4.430 192.430

Minimum 0.580 2.400 33.194 3/29/2019 12:30:06 PM

Velocity (fps) Level (in) Flow (gpm)


Maximum 1.800 4.390 198.055

Minimum 0.540 2.590 32.708 3/29/2019 12:30:06 PM

3/29/2019 12:30:06 PM

3/20/2019 thru 3/28/2019

ATTACHMENT E

SOUTHERN CALIFORNIA EDISON

PROCESS EXPLANATION LETTER

Will Serve Letter Only

Rev. 07/09/12 DS-125

Your project is located in Southern California Edison (SCE) service territory. SCE will serve the above subject project’s electrical requirements per the California Public Utilities Commission and Federal Energy Regulatory Commission tariffs. SCE may need to conduct utility studies, where applicable, to assess whether additions or modifications to the existing electric infrastructure are required to serve this project. Where applicable, SCE has attached Appendix (B) which not only describes the study, and permitting, but includes a Project Information Sheet that will need to be completed by you and submitted to SCE if your project is at a point where SCE has to determine the required electrical utility work. This Will-Serve letter does not imply that either: (i) these studies have been completed, or (ii) that any required California Environmental Quality Act (CEQA) analysis of project-related electric utility impacts has been conducted. I am the SCE Design Representative currently assigned to this project. SCE or Applicant will design and construct all required electrical infrastructure to serve this project provided you enter into the applicable contractual agreements with SCE identify scope of electrical utility work required, and supply the following information:

Site plans as required

Required contracts and agreements (fully executed)

Applicable fees

Local permits

Required easement documents Your project will be scheduled for construction once SCE has all the necessary information for your project and you have submitted or agreed to the applicable requirements as stated above, and paid any necessary fees. If your project will not require SCE services, please notify us so that we can update our records. SCE appreciates your business. If you have any questions, please feel free to call me at Sincerely, SCE Design Representative Enclosure: Appendix B, where applicable

DATE: August 06, 2019

COMPANY: KPFF

SUBJECT: 7965-7985 Santa Monica Blvd, West Hollywood, CA 90046

(310) 738-1170.

ATTACHMENT F

SOUTHERN CALIFORNIA GAS WILL

SERVE LETTER

701 N. Bullis Rd.

Compton, CA 90224-9099

Attn: James Rice

William Perez

Pipeline Planning Assistant

SoCalGas-Compton HQ

Thank you for inquiring about the availability of natural gas service for your project. We are pleased

to inform you that Southern California Gas Company (SoCalGas) has facilities in the area where the

above named project is being proposed. The service would be in accordance with SoCalGas’

policies and extension rules on file with the California Public Utilities Commission (CPUC) at the

time contractual arrangements are made.

This letter should not be considered a contractual commitment to serve the proposed project, and is

only provided for informational purposes only. The availability of natural gas service is based upon

natural gas supply conditions and is subject to changes in law or regulation. As a public utility,

SoCalGas is under the jurisdiction of the Commission and certain federal regulatory agencies, and

gas service will be provided in accordance with the rules and regulations in effect at the time service

is provided. Natural gas service is also subject to environmental regulations, which could affect the

construction of a main or service line extension (for example, if hazardous wastes were encountered

in the process of installing the line). Applicable regulations will be determined once a contract with

SoCalGas is executed.

If you need assistance choosing the appropriate gas equipment for your project, or would like to

discuss the most effective applications of energy efficiency techniques, please contact our area

Service Center at 800-427-2200.

Thank you again for choosing clean, reliable, and safe natural gas, your best energy value.

Sincerely,

William Perez

Subject: Will Serve - 5530-002-019 & 5530-002-067 7811 Santa Monica Blvd

and 1114 North Orange Grove Ave West Hollywood, CA 90046

July 25, 2019

KPFF



Documents

August 7, 2019