HomeMy WebLinkAboutStudies APPLICANT 7/12/2021HAMLIN MIDDLE SCHOOL DRAINAGE STUDY
July 9, 2021
SITE CHARACTERISTICS
The subject site currently is a natural turf baseball field with dugouts and concrete walks. This proposal is to replace the
existing natural turf on the baseball field with artificial turf, along with adding bleachers, new dugouts and concrete picnic
areas adjacent to the baseball field
EXISTING HYDROLOGY
The site is relatively flat and the site drains into the existing bio-swales inside of the property.
PROPOSED HYDROLOGY
The proposed drainage system consists of piping the proposed impervious drainage to two treatment ponds. See
attached Hydrology Map. An infiltration rale of 2" per hour was assumed to size the treatment ponds.
North Basin
The north basin collects the drainage from the concrete picnic areas and landscape areas (4,400 s.f.). The impervious
area (20,100 s.f.) included a future restroom building and drain to a proposed treatment pond. The treatment pond was
sized using the City of Eugene's Slormwaler Surface Filtration/Infiltration Facility Sizing Spreadsheet and is attached. The
minimum required size for an Infiltration Rain Garden is 920 s.f. at the top of the facility. The proposed treatment pond is
over 1,170 s.f.
South Basin
The south basin collects the drainage from the concrete picnic areas. The impervious area (5,600 s.f.) drains to a
proposed treatment pond. The treatment pond was sized using the City of Eugene's Slormwaler Surface
Filtration/Infiltration Facility Sizing Spreadsheet and is attached. The minimum required size for an Infiltration Rain Garden
is 266 s.f. at the lop of the facility. The proposed treatment pond is over 450 s.f.
CONCLUSION
Based on my calculations and the proposed drainage systems are sized properly and will provide the necessary
treatment.
NYOVY
EXPIRES DEC. 31, 2021
Stormwater Surface Filtration/Infiltration Facility Sizing Spreadsheet
24 Hour Storm, N RCS Type 1 A Rainfall Distribution
City of Eugene
Name:
Hamlin Middle School
Date:
7/9/2021
Address:
98
Permit Number:
Permit
Total Square Footage of Drainage Area=
24509
Catchment ID:
North basin
or:
Anthony J. Fa,mmu,
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 appropriate
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 when; no infiltration testing has been per romed use an infiltration rate of 0.5 inllrr.
For all facilities use a maximum soil infiltration rate of 2.5 in/hr for lopsorgrowing medium.
loose'Ym' from the dmpdown loxes below next to the design standards requirements for this facility.
Pollution Reduction (PR)Yes
Flow Control (FC)l No
Destination(DT) No 'Ani nFlio-ationkciiiry mu91ecYxAOnae Netasiiiryh,em novtdesmotion rsqulr,norfs
Total Square Footage Impervious Area=
20109
sgfl
Total Square Footage Pervious Area=4400 sgfl
Impervious AreaCN=l
98
Flow Control
Pervious Area CN=l 135
Total Square Footage of Drainage Area=
24509
sfi
Time of Concentration Post Development=min
Weighted Average CN=l
96
Pre�Development CN= 85 Time of Concentration Pre�Development= 10 min
Tested Soil Infiltration Rate= 1.5 rotor (Soo We 4) Destination Design=®iNhr
Design Soil Infiltration Rate= 1.5 iNhr Soil Infiltration Rate
R uirement
Rainfall De h
Dari nStorm
Pollution Redugion
1.4 inches
Water Qualit
Flow Control
3.6inches
IFlood Control
Destination
I 3.6inches
Food Control
Facility
Facility Side Slop(
Max. Ponding Depth
in Stmonwater Facility -
Depth of Growing Medium (So
7/9/2021-11:51 AM
Facility Surface
Facility Surface Perri
Facility Bottom
Facility Bottom Perri
Ratio of Facility Area to
Basin Vc
Pollution Reduction-Calculation Results
ca
Peak Flow Rate to Stormwater Facility =q,3
Peak Facility Overflow Rate= 0.000 cis
Total Runoff Volume to Stormwater
Facilitycf
Total Overflow Volume= 0 cf
Max. Depth of Stormwater in Facility=in
Drawdown Time=hours
Yes Facility Sizing Meets Pollution Reduction Standards?
VES Meets Requirement of No Facility Flooding?
VES Meets Requirement for Maximum of 18 Hour Drawdown Time?
Flow Control-Calculation Results
Peak Flow Rate to Stormwater Facility = 0.501 cfs
Peak Facility Overflow Rate= 0.489 cfs
Total Runoff Volume to Stormwater
Facility= 6331 cf
Total Overflow Volume= 3148 cf
Peak Off -Site Flow Rate
Max. Depth of Stormwater in Facility= 12.0 in
Filtration Facility Untlertlrain= NVl cfs
Drawdown Time= 8.2 hours
Pre-Devekmment Runoff Data
Peak Flow Rate = 0.293 cfs
Total Runoff Volume =1 4295 cf
=Facility Sizing Meets Flow Control Standards?
Nw Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow?
ZI
NW 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 hours
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?
7/9/2021-11:51 AM
Stormwater Surface Filtration/Infiltration Facility Sizing Spreadsheet
24 Hour Storm, N RCS Type 1 A Rainfall Distribution
City of Eugene
Name:
Hamlin Middle School
Date:
7/9/2021
Address:
Water Qualit
Permit Number:
Permit
IFlood Control
Destination
Catchment to:
South basin
or:
Anthony J. Fa,mmu,
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 appropriate
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 when; no infiltration testing has been per romed use an infiltration rate of 0.5 inllrr.
For all facilities use a maximum soil infiltration rate of 2.5 in/hr for lopsorgrowing medium.
loose'Ym' from the dmpdown loxes below next to the design standards requirements for this facility.
Pollution Reduction (PR)Yes
Flow Control (FC)l No
Destination(DT) No 'Ani11hationkciiiry mu91ecYxAOnae Netasiiiryh,em novtdesmotion rsqulremeMs
Total Square Footage Impervious Area=5600 sgfl Total Square Footage Pervious Area- 0 Sur
Impervious Area CN=l 98 Pervious Area CN=l 85
Total Square Footage of Drainage Area= 5600 sfl Time of Concentration Post Development=min
Weighted Average CN=l 98
Pre�Development CN= 85 Time of Concentration Pre�Development= 10 min
Tested Soil Infiltration Rate= 1.5 rotor (Soo We 4) Destination Design=®iNhr
Design Soil Infiltration Rate= 1.5 iNhr Soil Infiltration Rate
R uirement
Rainfall De h
Dari nStorm
Pollution Redugion
1.4 inches
Water Qualit
Flow Control
3.6inches
IFlood Control
Destination
I 3.6inches
Food Control
Facility
Facility Side Slop(
Max. Ponding Depth
in Stormwater Facility -
Depth of Growing Medium (So
7/9/2021-11:50 AM
Facility Surface
Facility Surface Perri
Facility Bottom
Facility Bottom Perri
Ratio of Facility Area to
Basin Vc
Pollution Reduction-Calculation Results
Peak Flow Rate to Stormwater Facility cfs
Peak Facility Overflow Rate= 0.000 cfs
Total Runoff Volume to Stormwater
=q3,
Facilitycf
Total Overflow Volume= 0 cf
Max. Depth of Stormwater in Facility=in
Drawdown Time=hours
Yes Facility Sizing Meets Pollution Reduction Standards?
VES Meets Requirementof No Facility Flooding?
VES Meets Requirement for Maximum of 18 Hour Drawdown Time?
Flow Control-Calculation Results
Peak Flow Rate to Stormwater Facility = 0.121 cfs
Peak Facility Overflow Rate= 0.112 cfs
Total Runoff Volume to Stormwater
Facility= 1568 cf
Total Overflow Volume= 665 cf
Peak Off -Site Flow Rate
m
Max. Depth of Storwater in Facility= 12.0 in
Filtration Facility Underdrain= NW cfs
Drawdown Time= BJ lours
Pre-Development Runoff Data
Peak Flow Rate = 0.06] cfs
Total Runoff Volume =1 982 cf
=Facility Sizing Meets Flow Control Standards?
Nw Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow?
NW 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?
=Meets Requirement of No Facility Flooding?
L.2LAJMftt, Requirement for Maximum of 30 hour Drawdown Time?
7/9/2021-11:50 AM
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THE FAVREAU GROUP HYDROLOGY MAP
CIVIL ENGINEERING HAMLIN SCHOOL
BASEBALL FIELD
..E.ORG6 (&)..
p U osewimiax m TAX MAP 17-03-26-34 CITY OF SPRINGFIELD
9 REVISIONS TAX LOT 6200