HomeMy WebLinkAboutX2021-3107 - MiscAppendix E
LANDSCAPE INSTALLATION CERTIFICATE OF COMPLETION
I hereby certify that:
(1) 1 am a professional appropriately licensed in the State of California to provide
professional landscape design services.
(2) The landscape project for the property located at 28 Augusta Lane, Newport Beach
(provide street
address or parcel number(s)) was installed by me or under my supervision.
(3) The landscaping for the identified property has been installed in substantial
conformance with the approved and complies with
the requirements of the City of Newport Beach Water Efficient Landscape Ordinance
(Municipal Code Section 14.17) and the City 'of Newport Beach Standards for
Implementation of the City of Newport Beach Water Efficient Landscape Ordinance for
the efficient use of water in the landscape.
(4) The following elements are attached hereto:
a. Irrigation scheduling parameters used to set the controller;
b. Landscape and irrigation maintenance schedule;
c. Irrigation audit report; and
d. Soil analysis report, If not submitted with kgadscaps Documentation Packace,
and documentation verifying implementation of the soil report
recommendations.
(6) The site installation complies with the following:
a. The required irrigation system has been installed according to approved plans
and specifications and If applicable, any prior approved irrigation system
altem ves.
/
Yes No
b. Sprinklers comply with ASABEJICC 802-2014 Landscape Irrigation Sprinkler &
Emi' Standard.
Yes No
(8) The Information I have provided in this Landscape Installation Certificate of.
Completion is true and correct and is hereby submitted in compliance with the City of
Newport Beach Pggfgn Standards for Implementation of the City of Newport Beach
Water Efficient Landscape Ordinance.
33
0
I elephone
Landscape Design Professional's Stamp
(if Appropriate)
License Number
v ,sir r6
E-mail Address
34
Irrigation Scheduling Parameters Worksheet
Project Address: 23 Augusta Ln, Newport Beach CA 92660
1) Irrigation schedules will be regulated using a weather -based irrigation controller based located on the
left side of the property. The controller has a non-volatile memory.
2) Irrigation watering will occur typically between the hours of 8pm — loam unless otherwise dictated by
weather, drought emergency, system, maintenance, repair and or testing. Drip irrigation typically has
longer run times than sprinklers.
3) Irrigation schedules will be designed and implemented to meet the California Model Water Efficient
Landscape Ordinance or local ordinance's Estimated Total Water Use calculations from approved
Landscape Documentation Package. The total annual applied water shall not exceed the Maximum
Applied Water Allowance from approved Landscape Documentation package.
4) An establishment irrigation schedule: Attached
S) A permanent irrigation schedule: Attached
6) The following additional parameters are in place for each station: a) Interval between watering events
b) Station run times to prevent run off c) Number of cycle starts to prevent
MWELO Irrigation Audit
EL
Certifying Organization: CLCA - QWEL
Audit Location: 23 Agusta Ln, Newport Beach, CA 92660
Irrigation System Info: Thirteen -valve system. Twelve antisiphon valves control twelve dripline hydrozones, and a
thirteenth antisiphon valve supplies the fire sprinkler system. There are no overhead spray hydrozones, so DU and
IE are predetermined values. Measuring DU and IE is not applicable in this instance.
Auditor m
First Name:
Matthew
Last Name:
Castner
Test Area
Site Name:
Schneider Residence
Site Type:
Residential
Soil Type:
Sandy Loam
Slope:
0-5%
rime to Runoff:
65 minutes
Water Source:
Metropolitan Water District
atatic Pressure.
72 psi
Dynamic Pressure:
30 psi
Phone Number:
(714) 715-5968
Email:
mccastner@hotmail.com
Test Area Name:
Landscaped Area
Test Area Size:
4,422 sq ft
Root Depth:
Roots are not yet established.
Plant Factors (PF):
Low (0.3-0.1) — Very Low (<O.1)
Annual ETo:
43.2 in
Meter Type:
Mixed Use
Meter Size:
1 in
Meter Units
HCF
Irrigation Type: Backflow:
Dripline Double Check + ASVs
1 of 5
MWELO Irrigation Audit tWEL
'';.-.;..-_1...
Property Name: Schneider Residence 23 Agusta Ln. Newport Beach, CA 92661 Date:6/22/2024
Schneider Residence
Priority
Mixed hydrozone
High
-
Low
Fixed
-
NA
Needs mulch
High pressure
-
NA
Low pressure
NA
Valve malfunciton
-
-
NA
Broken pipes
-
NA
Unmatched precipitation rates
Mixed emission devices
No head -to -head coverage
-
-
NA
-
NA
NA
NA
NA
Uneven head spacing
Excessive overspray
NA
NA
NA
-
-
NA
Broken or missing nozzles
NA
NA
NA
NA
NA
NA
Tilted heads
Heads below grade
Blocked spray
NA
NA
NA
FNA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Leaking seals
Clogged nozzles
Low head drainage
Heads not rotating
NA
NA
NA
NA
2of5
MWELO Irrigation Audit
WEIL
Property Name: Schneider Residence 23 Agusta Ln. Newport Beach, CA 92661 Date:6/22/2024
Observations
Most of the above categories do not apply. There is no overhead irrigation on this property, so DU and IE are
predetermined values. Measuring DU and IE is not applicable in this instance.
This is a thirteen -valve system. Twelve antisiphon valves control twelve dripline hydrozones, and a thirteenth
antisiphon valve supplies the fire sprinkler system.
Catch Can Test
-'_a_n_ Catch Can
Catch Can
Volume /
Number Depth
1 NA .L
Low Quarter
NA
4
5
6�
7
—
8
9
10
11
—
---
12
13
14
'
15
NOT APPLICABLE, NO OVERHEAD IRF
Catch Can Type Throat Area (sq in)
Cal Poly / ITRC / DWR 16.25
Texas A & M System 1&61
Utah State University 12.94
Catch Can Type: NA
3of5
(tOWEL
MWELO Irrigation Audit
Property Name: Schneider Residence 23 Agusta Ln. Newport Beach, CA 92661
16 NA NA (Throat Area: NA
17
18
19
20
21
22
—
23
24
25
26
— 27
�28
29
30
31
32
33
34
35
36
Sum
Average
est Run Time. NA
Date:6/22/2024
DULQ Calculation
Average catch volume of
low quarter
DULa
Average catch volume of all cans
NA
PRNET Calculation using volume in ml
Average volume
x 3.66
of all cans x 3
PRNFT = -
Catch can x
Test run time x
throat area
MA
PRNEr Calculation using depth in inches or centimeters
Average depth
x 60
of all cans
PRNEr - = NA
Test run time
Irrigation Schedule
4of5
MWELO Irrigation Audit
■ EL
Property Name: Schneider Residence 23 Agusta Ln. Newport Beach, CA 92661 Date:6/22/2024
Run Time Multiplier (RTM) -used to adjust time for irr
RTM 1.6
,Irrigation Run Time
See Sheet L6 of Brandon Architects document
Number of Days Per Week to Irrigate
2 (Maximum for Newport Beach, CA)
Cycles Per Day
2
Run Time Per Cycle
50% of time on Sheet L6 of Brandon Architects docun
5of5
IRRIGATION CONTROLLER SCHEDULE
O.IM.I.B.WATION:NBVNOgTOEACH AN I PEB I We I APR I MY I JUN I AL I BW 1 .1 1 COT. I W. I DEC.
Ey DATA MCNMLY 2.6 2A 3.5 4.2 5.0 4.7 B3 6.3 4.6 3.3 2.6 SO = 46.4
• THIS SCHEDULE IS INTENDED AS A STARTING POINT ONLY.
• THE IRRIGATION CONTRACTOR SHALL ADJUST RUN TIMES FOR ACTUAL SITE CONDITIONS and MICRO -CLIMATES,
• SPLIT RUN TIMES MAY BE REQUIRED for SLOPE CONDITIONS and VARYING SOIL INFILTRATION RATES.,
APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE of THE SOIL,
• IRRIGATION RUN-TIMES SHALL be BETWEEN THE 14OURS of 10:00 111 AND &OD A.M.
PRESSURE LOSS CALCULATION I IRRIGATION SCHEDULE SAMPLE: JULY 63 ETD for DRIP
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THIS IRRIGATION SYSTEM HAS BEEN DESIGN FOR A
PRESSURE OF 66 PGI. IF THE WATER PRESSURE
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PLIANT ESTABLISHMENT PERIOD (MINIMUM ONE YEAR). ONCE
TIMER MAY BE SHORTENED TO THE LOWER BDUNDARY. ROL
MAINTENANCE ARE REQUIRED FOR OPTIMAL PLANT HEALTH.
GENERAL IRRIGATION NOTES
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Contractor to Field Verify All
-_--_..I_.- end Confirm
Details to Provide Accurate Bid
DGIe OB.24,2021
Reela ans
11.10.2021
OI,O'1.2022
02.02,2022
Drawn By: AS
Sbeet
L-6
Of 9
lob No. 000