Traffic Impact Analysis by TSI.pdfTransportation Solutions, inn
8260 . 165th avenue NE
Suite 100
liedmond WA 98052-6628
Y 425-863-4134
F 425-867-0898
wwUmsinw.com
T0:! Greg Jacobsen, Jacobsen Marine
Frorn: Jeff Flee, Transportation SOILItiOrIS, Inc.
Subject: Jacobsen's Marine Edmonds, Washington
Traffic Impact Analysis
Febrt..iary 19, 2014
This technical analysis supports the City of Edmonds Traffic Impact Analysis Worksheet for Jacobsen's
Marine, a boat sales and service business, proposed at 345 Admiral Way, Edmonds,, Washington, This
document specificaily supports an independent traffic impact fee study as request by Edmonds staff.
Jacobsen's Marine is proposed at the Port of Edmonds. The site which is about an acre in size area
includes a 10,000 sq, ft, sales building and space for boat repair and sales. A vicinity reap and a site plan
are attached.
Jacobsen's Marine currently operates out of West Seattle at 2625 Harbor Ave SW, and is proposing to
relocate Edmonds. The current business model shows limited customer traffic during the PM peak hour.
Edmonds staff, in an ernail sent on Monday, December 23, 2013, indicated -that an independent fee
calculation would be required for the proposal since there is no similar land use category to address the
proposed business in the City's traffic impact fee chart.
The following 'includes a review of the trip generation and the independent traffic impact fee analysis for
the proposed development. The scope for the data collection was reviewed with Edmonds staff.
Executive Summary
* Jacobsen's Marine is proposed at the Port of Edmonds to include a 10,000 sq. -ft. sales building.
* City staff requested an independent fee study for the proposed use.
* Trip generation was collected over two days each at the existing Jacobsen's Marine, in West
Seattle, and at Performance Marine, in Everett.
* The development is forecast to generate 82 weekday daily trips and 9 PM peak hour trips.
* The development's impact fee is estimated at $9,444.59.
Trip Generation
For this study trip generation was collected at the existing Jacobsen's Marine arid at Performance
Marine businesses on Wednesday arid Thursday, Fehruary 1.2-13, 2014, Data collechon included
1"noriftodrig pedestrian activity a[ the sales main entrance, reducing the pedestrian ciata to veh1c,leI.rips,
zind noting any addiUonave.hicle trips oL)sen/ecl a(A:,,esses t.he boat repair ancl s. les areas, [-)Ua v�,Ias
(�:ollectecl between 8:00 AN/I and 6:00 PK,
"I '�JN, 1"A'f"o,
Frorn: Jeff Flee, Transportation SOILItiOrIS, Inc.
Subject: Jacobsen's Marine Edmonds, Washington
Traffic Impact Analysis
Febrt..iary 19, 2014
This technical analysis supports the City of Edmonds Traffic Impact Analysis Worksheet for Jacobsen's
Marine, a boat sales and service business, proposed at 345 Admiral Way, Edmonds,, Washington, This
document specificaily supports an independent traffic impact fee study as request by Edmonds staff.
Jacobsen's Marine is proposed at the Port of Edmonds. The site which is about an acre in size area
includes a 10,000 sq, ft, sales building and space for boat repair and sales. A vicinity reap and a site plan
are attached.
Jacobsen's Marine currently operates out of West Seattle at 2625 Harbor Ave SW, and is proposing to
relocate Edmonds. The current business model shows limited customer traffic during the PM peak hour.
Edmonds staff, in an ernail sent on Monday, December 23, 2013, indicated -that an independent fee
calculation would be required for the proposal since there is no similar land use category to address the
proposed business in the City's traffic impact fee chart.
The following 'includes a review of the trip generation and the independent traffic impact fee analysis for
the proposed development. The scope for the data collection was reviewed with Edmonds staff.
Executive Summary
* Jacobsen's Marine is proposed at the Port of Edmonds to include a 10,000 sq. -ft. sales building.
* City staff requested an independent fee study for the proposed use.
* Trip generation was collected over two days each at the existing Jacobsen's Marine, in West
Seattle, and at Performance Marine, in Everett.
* The development is forecast to generate 82 weekday daily trips and 9 PM peak hour trips.
* The development's impact fee is estimated at $9,444.59.
Trip Generation
For this study trip generation was collected at the existing Jacobsen's Marine arid at Performance
Marine businesses on Wednesday arid Thursday, Fehruary 1.2-13, 2014, Data collechon included
1"noriftodrig pedestrian activity a[ the sales main entrance, reducing the pedestrian ciata to veh1c,leI.rips,
zind noting any addiUonave.hicle trips oL)sen/ecl a(A:,,esses t.he boat repair ancl s. les areas, [-)Ua v�,Ias
(�:ollectecl between 8:00 AN/I and 6:00 PK,
Greg Jacobsen
TSI'A' Jacobsen's Marine Edmonds, Washington; Traffic impact Analysis
February 19, 2014
Transportation Solutions, Inc. Page 2 of 3
The existing Jacobsen's Marine is located in West Seattle and includes a 7,200 sq. ft. sales office and a
2,400 sq. ft. detached garage (for service and repair). There is very limited on-site parking with much of
the on-site area is dedicated to boat repair and some sales. The site is served primarily via on -street
parking on Harbor Ave SW, Exhibit A identifies the main entrance and gated area off-street area where
the boat repair occurs. Weekday business hours are from 8:30 AM to 5:00 PM.
Performance Marine is located at 930 W Marine View Drive, in Everett, Washington. This existing
business was identified as being most similar in operations to Jacobsen's Marine. Performance Marine
is located in a 37,888 sq. ft. building and the main business area is estimated at about 12,000 sq. ft.
Boat repair and sales areas are located to the rear of the main building. Exhibit B provides an aerial of
the Everett site. Weekday business hours are from 8:30 AM to 5:00 PM.
Table 1 summarizes the data collected at each site. A copy of the data collected in fifteen minute
increments is attached.
Table 1: Trip Generation Study
1. Estimate of trips outside of Business hours (such as cleaners and staff who arrive and depart before and after closing)
The existing Jacobsen's Marine site generated 16 PM peak hour trips on Wednesday (split 6 in and 10
out) and 8 PM peak hour trips on Thursday (split 3 in and 5 out). The Wednesday PM peak hour was
between 4:15 and 5:15 PM and the Thursday PM peak hour was between 4:00 and 5:00 PM.
Jacobsen's Marine
Performance Marine
Time
.lnterual
Inbound
Outbound
Total
inbound
Outbound
Total `
8-9 AM
7
2
9
5
2
7
9-10 AM
4
48
7
8
15
0
10-11 AM
4
2 . .. _
6
5
5 ..
10
11 -noon
3
4
7
6
7
13
m
r'
12-1 PM
7
_
5
12
3
1
-
4
1-2 PM
8
4
12
4
6
10
2-3 PM
6
5
11
5
5
10
3-4 PM
0
2
2
3
4
7
4-5 PM
7
5
12
1
2
3
ai
5-6 PM
0
5
5
0
4
4
Other Hours'
2
10
12
7
2
9
Total
48
48
96
41
41
82
8-9 AM
-
6
1
7
_ ._
6
4
10
9-10 AM
7
3
10
6
3
9
10-11 AM
2
5
7
3
3
6
CD
11 -noon
4
3
7
4
3
7
rn
12-1 PM
5
4
9
5
5
10
6
1-2 PM
4
5
9
3
4
7
2-3 PM
1
3
4
6
3
9
3-4 PM
5
5
10
4
6
10
Lei
4-5 PM
3
5
8
1
2
3
r-
5-6 PM
0
2
2
1
3
4
Other Hours t
2
3
5
2
5
7
Total
39
39
78
1 41
41
82
1. Estimate of trips outside of Business hours (such as cleaners and staff who arrive and depart before and after closing)
The existing Jacobsen's Marine site generated 16 PM peak hour trips on Wednesday (split 6 in and 10
out) and 8 PM peak hour trips on Thursday (split 3 in and 5 out). The Wednesday PM peak hour was
between 4:15 and 5:15 PM and the Thursday PM peak hour was between 4:00 and 5:00 PM.
Greg Jacobsen
TSU
Jacobsen's Marine Edmonds, Washington; Traffic Impact Analysis
Transportation Solutions, Inc. February 19, 2014
Page 3 of 3
The Performance Marine site generated 6 PM peak hour trips on Wednesday (split 0 in and 6 out) and 5
PM peak hour trips on Thursday (split 1 in and 4 out). The PM peak hour for this site was between was
between 4:15 and 5:15 PM and the Thursday PM peak hour was between 4:45 and 5:45 PM.
Table 2 includes the weekday daily and PM peak hour trip generation forecast for the proposed
development as derived from the results of the trip generation study.
Table 2. Jacobsen's Marine (Edmonds) Trip Generation
The proposed Jacobsen's Marine site is forecast to generate 82 weekday daily trips and 9 PM peak hour
trips, split 45% in and 55% out.
Traffic Impact Fee
Based on the current Impact Fee Schedule the fee rate per trip in the City of Edmonds is $1,049.41. The
fee estimate for the proposal is $9,444.59 (9 new PM peak hour trips X $1,049.41 per new trip). As the
applicant, you will be responsible for the impact fee payment, $200 processing fee, and the cost of any
required consultant time to review this study.
0
Thank you and sincerely,
Transportation Solutions, Inc.
-x-,44,-- -
rey . K. Hee, P.E.
Project Engineer
Weekday. Daily Trips (ADT)
PM Peak Hour Trips
Site :
size
(sq ft 1
Feb, 3 Feb.14 `
Trips per
Feb. 13 Feb. 14
Trips per
1,000 94. ft.:
1,000 sq. i`t.
Jacobsen's Marine
(West Seattle)
9,600
96 78
9.06
16 8
1.25
Performance Marine
(Everett)
12,000
92 82
7.25
6 5
0.46
Ave rage
8.16
0.86
Proposed Jacobsen's
Marine (Edmonds)
10,000
Trips:
82
Trips:
9
The proposed Jacobsen's Marine site is forecast to generate 82 weekday daily trips and 9 PM peak hour
trips, split 45% in and 55% out.
Traffic Impact Fee
Based on the current Impact Fee Schedule the fee rate per trip in the City of Edmonds is $1,049.41. The
fee estimate for the proposal is $9,444.59 (9 new PM peak hour trips X $1,049.41 per new trip). As the
applicant, you will be responsible for the impact fee payment, $200 processing fee, and the cost of any
required consultant time to review this study.
0
Thank you and sincerely,
Transportation Solutions, Inc.
-x-,44,-- -
rey . K. Hee, P.E.
Project Engineer
Exhibit A: Existing Jacobsen's Marine
Exhibit B: Performance Marine
Performance Marine
Count Date: 2/12/2014
Time In I Out
12:00 AM
1
3
12:15 AM
1
1
12:30 AM
1
1
12:45 AM
1
1:00 AM
1
2
1:15 AM
1:30 AM
1
2
1:45 AM
2
2
2:00 AM
1
1
2:15 AM
1
2
2:30 AM
2
2
2:45 AM
1
3:00 AM
2
1
3:15 AM
1
1
3:30 AM
2
2
3:45 AM
4:O0 AM
1
1
4:15 AM
4:30 AM
1
4:45 AM
2
5:00 AM
1
1
5:15 AM
5:30 AM
3
5:45 AM
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
1
8:00 AM
4
1
8;15 AM
2
1
8:30 AM
2
1
8:45 AM
1
1
9:00 AM
3
5
9:15 AM
3
2
9:30 AM
1
1
9:45 AM
1
1
10:00 AM
1
1
10:15 AM
2
1
10:30 AM
1
1
10:45 AM
1
2
11:00 AM
2
2
11:15 AM
2
1
11:30 AM
1
2
11:45 AM
1
2
Time In Out
12:00 PM
1
3
12:15 PM
1
1
12:30 PM
1
1
12:45 PM
1
1:00 PM
1
2
1:15 PM
1:30 PM
1
2
1:45 PM
2
2
2:00 PM
1
1
2:15 PM
1
2
2:30 PM
2
2
2:45 PM
1
3:00 PM
2
1
3:15 PM
1
1
3:30 PM
2
2
3:45 PM
4:00 PM
1
1
4:15 PM
4:30 PM
1
4:45 PM
2
5:00 PM
1
1
5:15 PM
5:30 PM
3
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
1
8:00 PM
4
1
8:15 PM
1
2
8:30 PM
1
8:45 PM
9:00 PM
11
.
9:15 PM
2
1
9:30 PM
3
1
9:45 PM
1
2
10:00 PM
10:15 PM
10:30 PM
2
1
10:45 PM
1
1
11:00 PM
2
11:15 PM
1
2
11:30 PM
11:45 PM
Count Date: 2/13/2014
Time In I Out
12:00 AM
2
3
12:15 AM
1
1
12:30 AM
1
1
12:45 AM
1
1:00 AM
1:15 AM
2
2
1:30 AM
1:45 AM
1
2:00 AM
1
1
2:15 AM
2
1
2:30 AM
1
2:45 AM
1
2
3:00 AM
2
3:15 AM
2
3
3:30 AM
1
1
3:45 AM
1
2
4:00 AM
4:15 AM
1
1
4:30 AM
4:45 AM
5:00 AM
1
5:15 AM
1
1
5:30 AM
5:45 AM
2
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
1
8:15 AM
4
1
8:30 AM
1
2
8:45 AM
1
9:00 AM
9:15 AM
11
.
9:30 AM
2
1
9:45 AM
3
1
10:00 AM
1
2
10:15 AM
10:30 AM
10:45 AM
2
1
11:00 AM
1
1
11:15 AM
2
11:30 AM
1
2
11:45 AM
Total 23 22 16 1 22 Total 19 13
Day 1 39 44 Day 2 39 1 36
Time I In I Out
12:00 PM
2
3
12:15 PM
1
1
12:30 PM
1
1
12:45 PM
1
1:00 PM
2
2
1:15 PM
1:30 PM
1
1:45 PM
1
1
2:00 PM
2
1
2:15 PM
1
2:30 PM
1
2
2:45 PM
2
3:00 PM
2
3
3:15 PM
1
1
3:30 PM
1
2
3:45 PM
4:00 PM
1
1
4:15 PM
4:30 PM
4:45 PM
1
5:00 PM
1
1
5:15 PM
5:30 PM
2
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM.
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM -
9:30 PM
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11AS PM
20 1 23
Jacobsen's Marine
Count Date: 2/12/2014
Time IIn Out
12:00 AM
1
1
12:15 AM
3
2
12:30 AM
4
1
12:45 AM
3
1
1:00 AM
2
2
1:15 AM
1
1
1:30 AM
1
1
1:45 AM
4
1
2:00 AM
1
2
2:15 AM
3
2
2:30 AM
2
2:45 AM
2
1
3:00 AM
1
3:15 AM
3
1
3:30 AM
1
2
3:45 AM
1
1
4:00 AM
1
1
4:15 AM
1
2
4:30 AM
2
4:45 AM
3
3
5:00 AM
5
5:15 AM
1
5:30 AM
5:45 AM
6:00 AM
6:15 AM
630 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
3
8:15 AM
1
8:30 AM
1
8:45 AM
2
2
9:00 AM
2
1
9:15 AM
1
1
9:30 AM
1
1
9:45 AM
1
1
10:00 AM
2
1-
10:15 AM
1
2
10:30 AM
1
1
10:45 AM
1
1
11:00 AM
2
1
11:15 AM
1
3
11:30 AM
1
1
11:45 AM
1
1
Time In Out
12:00 PM
1
1
12:15 PM
3
2
12:30 PM
4
1
12:45 PM
3
1
1:00 PM
2
2
1:15 PM
1
1
1:30 PM
1
1
1:45 PM
4
1
2:00 PM
1
2
2:15 PM
3
2
2:30 PM
2
2:45 PM
2
1
3:00 PM
1
3:15 PM
3
1
3:30 PM
1
2
3:45 PM
1
1
4:00 PM
1
1
4:15 PM
1
2
4:30 PM
2
4:45 PM
3
3
5:00 PM
5
5:15 PM
1
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
1
8:15 PM
2
8:30 PM
2
8:45 PM
1
1
9:00 PM
2
1
9AS PM
1
1
9:30 PM
1
9:45 PM
3
1
10:00 PM
1
1-
10:15 PM
1
2
10:30 PM
1
10:45 PM
1
11:00 PM
2
11:15 PM
1
11:30 PM
2
1
11:45 PM
1
Count Date: 2/13/2014
Time !n Out
12:00 AM
1
12:15 AM
1
12:30 AM
4
1
12:45 AM
2
1:00 AM
2
2
1:15 AM
1
1:30 AM
1
1:45 AM
2
1
2:00 AM
1
2:15 AM
1
2
2:30 AM
2:45 AM
3:00 AM
1
3:15 AM
3
1
3:30 AM
1
2
3:45 AM
1
1
4:00 AM
1
1
4:15 AM
4:30 AM
4:45 AM
2
4
5:00 AM
1
5:15 AM
1
5:30 AM
5:45 AM
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
1
8:15 AM
2
8:30 AM
2
8:45 AM
1
1
9:00 AM
2
1
9:15 AM
1
1
9:30 AM
1
9:45 AM
3
1
10:00 AM
1
1-
10:15 AM
1
2
10:30 AM
1
10:45 AM
1
11:00 AM
2
11:15 AM
1
11:30 AM
2
1
11:45 AM
1
Total 18 12 28 1 26 Total 19 12
Day 1 46 38 Day 2 37 36
T�me I In I Out
12:00 PM
1
12:15 PM
1
12:30 PM
4
1
12:45 PM
2
1:00 PM
2
2
1:15 PM
1
1:30 PM
1
1:45 PM
2
1
2:00 PM
1
2:15 PM
1
2
2:30 PM
2:45 PM
3:00 PM
1
3:15 PM
3
1
3:30 PM
1
2
3:45 PM
1
1
4:00 PM
1
1
4:15 PM
4:30 PM
4:45 PM
2
4
5:00 PM
1
5:15 PM
1
5:30 PM
5:45 PM
6:00 PM
5:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
9:30 PM
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
18 1 24
Name of Proposed Project:
Owner/Applicant
G Q_'CC' � A C'o er"�
Name
� A C-0 5 1;'S rA � 0A Q -t f'l e
Street/Mailing Address
C, -.r 0'4 \A r>- '4I 1-1,4
City
State Zip
Telephone: 2c>r_ - -:qbq) - -qLk-+4
Applicant Contact Person -
S VM" tJ PAFf-Ej�
Name -F� T5 A 12�'�-"It-_X_MA V�* G 0-0 tA
�. LA tiff
Street/Mailing Address
C-EwquE \h).A A' -b to
City State zip
Telephone: (40� — �'2_k C>
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
'i 0AT4-0-APVk-q%r0 0 'SbL3.�mn 04S k 0 C_ - -1 � t+d-s
Firm Name Contact Name
Telephone: 4 Z.S - bZ;55, uk'5!A E-mail,
THRESHOLD LEVELS OF ANALYSIS
Project Traffic Levels Sections to Complete
T. Less than 25 peak -hour trips generated 1 and 7 only (Worksheet/Checklist)
IT, More than 25 peak -hour trips generated All sections
1. PROJECT DESCRIPTION
a. Loration - Stre6t address,
(Attach a vicinity map and sift, plan.)
b. Specify existing land use: "J'W I'M aS -4� SA %-e �
c, Specify proposed type and size of development: 10,, Q00 � f 6� 6cA 1 WE r4 a% <=) wA
:3- P'Q --7� . (9 of residential units andlor square footage of building)
Revised on 65124110 E82 - Traffic Impact Analysis Worksheet Page I of 5
d. Date construction will begin and be completed:
e. Define proposed access locations: 0—GT—of— 'V3 gqre; -
f. Define proposed sight. distance at site egress locations:
2. TRIP GENERATION
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
b. Proposed Project Trip Generation Table:
PM Peak -Hour Trips
Land Use Daily (ADT)IN OUT
c. Net New Project Trip Generation Table:
d. State assumptions and methodology.for internal, link -diverted or passby trips:
See AicbCOEO TO - f a*-_aA- oro 5 p �,nn)b i7�
Revised on 6/24110 E82 - Traffic Impact Anodysis Worksheet Paget of 5
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peak-hour trips, the City Engineer reserves the right to require
trip distribution to be determined through use of the City traffic model.' J d
4. SITE ACCESS ROADWA'Y'/DRIVEWAYS AND SAFE'T'Y 0 /A
a. Have sight distance requirements at egress location been met per AASHTO requirements?
b: Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the City .of Edmonds Trak Engineer
Existing Conditions LOS Delays
Year of Opening LOS Delays
Five Years Beyond Change of LOS Delays
Land Use
e. Describe channelization warrants:
(Attach striping plan.)
d. Vehicle Storage/Queuing Analysis (ealcylate 50'110 and 95 % queuing lengths):
e. If appropriate, .state traffic control warrants (e.g. stop sign warrants, signal warrants):
f. Summarize local accident history2 (only required for access to principal and minor aftorials):
' Available upon request at City of Edanoods Development Services Department
Available upon request at City of Edmonds Police Department
Revised ala 6/24/10 x'82 - Traffic Impact Analysis N,arhsheet Page 3 of 5
5. 'T'RAFFIC VOLUTES 0 /A
Provide the following and other planned development traffic within the city.1
a. Describe existing ADT and peak -hour counts (less than two years old), including turning
movements, on street adjacent to and directly impacted by the project.
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the
project is fully open (with and without project traffic).
c. Describe the estimated ADT and peak -Dour counts., including darning movements, five years
after the project has been fully open (with and without project traffic).
d. State annual background traffic growth factor and source:
5. LEVEL OF SERVICE (LOS) ANALYSIS
a. Summarize Level of Service Analysis .below andattach supporting LOS analysis documentation.
Provide the following documentation for each arterial street or arterial intersection impacted by
ten or more peak -hour trips. Other City -planned developments l must also be factored into the
LOS calculations.
LOS
R
Existing Conditions I Existing I I Delays
Year of Opening With Project Without Project
Five Years Beyond Change of With project Without Project
Land Use
b. Note any assumptions/variations to standard analysis default values and justifications:
A list of planned developments are available at the City upon request for public records
LOS
Revised on 6124/10 E82 - Traffic ImpaciAnalysis bYorksheel Page 4 of 5
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific tfaffic impacts_ Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
❑ CHANGE IN USE
Fee for prior use shall be based on fee established at the time the ,prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12104),
the 2004 ECDC 18.82.120 impact fee shall be used.
Units in
ITE Land Use Category per Unit square feet,
Fee Rate # of dwelling,
vfp, etc.
New Use $ X
Prior ><Jse $ X
Fee
=NewFee: S Prion Use Fee:
ZXNEW DEVELOPMENT
Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
of ' etc.
1lewUse NIX $ 10149-tl X 6J tTtps =
51�-fs 47ACA-�Fc� F
❑ OTHER Gaal Gut 1 C' tA .
City of Edmonds, Engineering Division Approval Date
No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6/24110 EP - Traffic Inspact Analysis PPork -heet Page 5 of 5