HomeMy WebLinkAboutApplication APPLICANT 10/31/2022City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W 6
Application Type
(Applicant. check
Site Plan Review Pre -Submittal:
Major Site Plan Modification Pre -Submittal,
❑
Site Plan Review Submittal:
Required Project Information
Applicant Name: Matt McLaughlin
Ma'or Site Plan Modification Submittal:
(Applicant. complete this section)
Phone: 541-484-2046
❑
Company: NW Dental Partners
Email:
Address:
Applicant's Rep.: Anthony J. Favreau
Phone:541-683-7048
Com an :The Favreau Group, LLC
Email:
Address: 3750 Norwich Ave., Eugene, OR
97408
Property Owner: Same as Applicant
Phone:
Company:
Email:
Address:
ASSESSOR'S MAP NO: 17-03-36-21
TAX LOT ND(S): 8800
Property Address: 1645 H Street
Size of Property: 0.2 Acres ® Square Feet ❑Dwelimno
Proposed No. of
Units per acre7
Proposed Name of Project:
Description of If YOu rfa j yipor?foa`�jsden{ Ad aarbui�d&Qour proposal description to this application.
Proposal:
Existing Use: Single Family House
New Impervious Surface Coverage
(Including Bldg. Gross Floor Area): 6.670
sf
Si natures: Please si nand rint our name and date in the aDDroDriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next
complete this section)
Signs:
Da e.
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
Posta a Fee: $
TOTAL FEES: $
1 PROJECT NUMBER:
Revised 1/7/14 Id 1 of 11
Owner Signatures
This application form is used for both the required pre -submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
Pre -Submittal
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
Uwe do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Owner:
Date:
Signature
Print
I represent this application to be complete for submittal to the City. Consistent with Me mmple[eness check
performed on this application at Me Pre -Submittal Meeting, I affirm the Information identified by the City as
necessary for processing the application Is provided herein or the information will not be provided if not otherwise
contained within ittal, and the City may begin processing Me application with Me information as
submitt Thi --airmen erves as written notice pursuant to the requirements of ORS 227.178 pertaining M a
mmptZ
.
Date: 7/I'4 I1,7?
fgnature
Revised 1/7/14 KL 2 of 11
July S, 2022
Assessor's Map: 17-03-36-21 Tax Lot 8800
NARRATIVE
Applicant: Matt McLaughlin
NW Dental Partners
Applicant's
Representative: The Favreau Group, LLC
3750 Norwich Ave.
Eugene, OR 97405
541-653-7045
Attn: Anthony Favreau
LAND USE REQUEST
The applicant is seeking approval of an employee parking lot on the subject site to accommodate the existing
Dental office to the south..
SITE AND SURROUNDING CHARACTERISTICS
The subject site currently is occupied by a single family house. The owner also owns the adjacent property to
the west and south and is used for a dental office and parking. The property to the east is a single family
residence.
SITE PLAN APPROVAL
The applicant is seeking an approval of the construction of the parking lot and stormwater planter.
The existing dental building is 5,317 square feet. There are 26 existing parking spaces for the dental office, An
additional 21 parking spaces are proposed for a total of 47 parking spaces. The future anticipated employee
count for the dental office is 47. Based the ITE parking generation manual of 1.25 parking spaces per
employee, up to 59 parking spaces would be allowed. This proposal is within the acceptable maximum amount
of parking spaces.
The site will be landscaped per the attached plan.
The proposed development is compatible with the surrounding developments.
There will be no hazardous materials stored on site as a part of this reconstruction.
SITE DRAINAGE
The proposed filtration stormwater planter was sized using the City of Eugene's Stormwater Surface
Filtration/Infiltration Facility Sizing Spreadsheet. The planter was sized for flow control and the spreadsheet has
been submitted with this application.
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Submitted On: May 17, 2621 4/6 Index Page
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Submitted On: May 17, 2621 6/6 Index Page
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12802 Cammaabr Ma • Tomp , FL 23626 • wwmidew"Irm4Lcom • Toll Free: (800) 73S-799°1 • Fu: (Boo) 287-91 75
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Pole Drill Templates
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12602 Oonnnodlbr PIE o • Tnnip=q FL 11626 • www.duraguard.eom • Toll FTam (606) 736-]991 • PRO (606) 267A175
Stormwater Surface FiltrationAnfiltration Facility Sizing Spreadsheet
24 Hour Storm, NRCS Type 1 A Rainfall Distribution
City of Eugene
Name:
Oakmont Dental
Date:
5/25/2022
Address:
NHSt.
Permit Number:
Permit
Total Square Footage of Drainage Area=
Sorinafield. OR Rio Cutlet
Catchment ID:
Parkina Lot
rr:
Anthony J. Favreau
TY:
The Favreau Group
Complete this form for each drainage catchment in the project site that is to be sized per the Presumptive Approach.
Provide a distinctive Catchment ID for each facility coordinated with the site basin map to correlate the appmpdate
calculations with the facility.
The maximum drainage catchment to be modeled per the Presumptive Approach is 1 acre (43,560 SF)
=or infiltration facilities in Class A or B soils where no infiltration testing has been per romed use an infiltration rate of 0.5 in/hr.
For all facilities use a maximum soil infiltration rate of 2.5 in/hr for lommi/growing medium.
rome'Ym' from the dmpdown loxes below next to the design standards requirements for this facility.
Pollution Reduction (PR)Yes
Flow Control (FC)j Yes
Destination(DT) No 'Anim'iivationkciiiry rnM1xrhgeenae rxmr1l1Vh,,m meetdvsmoton rsqui2meme
Total Square Footage Impervious Area=
6670
sgfl
Total Square Footage Pervious Area= 2020 sqN
Impervious Area CN=l
98
Flow Control
Pervious Area CN=l 135
Total Square Footage of Drainage Area=
8690
511
Time of Concentration Post Development=min
Weighted Average CN=l
95
Pre�Development CN= 85 Time of Concentration Pre�Development= min
Tested Soil Infiltration Rate= Iirtlhr(Soo role 4) Destination Design=®iNhr
Design Soil Infiltration Ratej Whr Soil Infiltration Rate
R uirement
Rainfall De h
Desi nStorm
Stoma
P011otlonlVuIlon
1.4inches
Water
Flow Control
3.6 inches
Flood Control
Destination
I 3.6 inches
Flood Control
Facility
Facility Side Slop(
Max. Ponding Depth
in Stormwater Facility=
Depth of Growing Medium (So
5/25/2022-5:06 PM
Facility Surface
Facility Surface Pern
Facility Bottom
Facility Bottom Pern
Ratio of Facility Area to
Basin Vc
Pollution Reduction-Calculation Results
Peak Flow Rate to Stormwater Facility = 0.051 cfs
Pik Facility Overflow Rate= 0.000 cfs
Total Runoff Volume to Stormwater
Facility 884 cf
Total Overflow Volume= 0 cf
Max. Depth of Stormwater in Facility= 5.4 in
Drawdown Time= 3S hours
Yes Facility Sizing Meets Pollution Reduction Standards?
VES Meets Requirementoi No Facility Flooding?
VES Meets Requirement for Maximum of 18 Hour Drawdown Time?
Flow Control-Calculation Results
Peak Flow Rate to Stormwater Facility = 0.174 cfs
Peak Facility Overflow Rate= 0.110 cfs
Total Runoff Volume to Stormwater
Facility= 2193 cf
Total Overflow Volume= 1022 cf
Peak Off -Site Flow Rate
Max. Depth of Stormwater in Facility= 18.0 in
Filtration Facility Underdrain= 0.008 cfs
Drawdown Time= 18.5 hours
Pr vekmment Runoff Data
Peak Flow Rate = 0.113 cfs
Total Runoff Volume =1 1523 cf
=Facility Sizing Meets Flow Control Standards?
VES Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow?
El
VES Meets Requirement for Maximum of 18 Hour Drawdown Time?
Destination-Calculation Results
Peak Flow Rate to Stormwater Facility = N/A cfs
Peak Facility Overflow Rate= N/A cfs
Total Runoff Volume to Stormwater
Facility= N/A cf
Total Overflow Volume= N/A cf
Max. Depth of Stormwater in Facility- N/A in
Drawdown Time= N/A lours
N/A Facility Sizing Meets Destination Standards?
N/A Meets Requirement of No Facility Flooding?
L.2LAJMftts Requirement for Maximum of 30 hour Drawdown Time?
5/25/2022-5:06 PM