HomeMy WebLinkAboutPermit Building 2018-08-21I—
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11-06-00
Hatch Legend
11-11-08
CEILING - 24" RISE
6/12 VAULT
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11-06-00
C04 subbed 1E1/2" bot4i sides
40-00-00
15-06-00
13-00-00
1-00-15 \
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C01GE
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ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE
10/12
CO2
SUPERIMPOSED LOADS:
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A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL
PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED.
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B. CONCENTRATED &UNIFORM LOADS DUE TO CONSTRUCTION
C04 subbed 1E1/2" bot4i sides
40-00-00
15-06-00
13-00-00
1-00-15 \
B01GEGE �jI
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E02
DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT
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ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE
O
TRUSSCO & BUILDING SUPPLY,
SUPERIMPOSED LOADS:
E02
A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL
PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED.
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B. CONCENTRATED &UNIFORM LOADS DUE TO CONSTRUCTION
AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY
THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION.
C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF
2-00-00
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vjj ( �� J06 COMPOSITION ROOF J }
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o, ( l 1 m N J06 2 0 -00 z
a s o 0 0o\ g OVERHANG: 2'-0", 1'-6" AND 1' -15/16" O
I:. Wilma <
`�`�Q_- - TOP CHORD SNOW LOAD: 25 psf (0
I ( i ii _ � A J07 o TOP CHORD DEAD LOAD: 8 psf � M ,� o
1-00-07 0o L-
I �I _ J08 BOTTOM CHORD DEAD LOAD: 7 psf (� (' Q
0o L J07 --- - LO WIND LOAD & EXPOSURE: 120 mph - B (n
o t i 1-00-07 ,O
1 3 I _ TRUSS TO PLATE CONNECTION BY OTHERS 0 F
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LAYOUT NOT TO SCALE
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Start f2'O. I Layout �� I �, j I B - O THIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY � .1✓
Aas EtoAO ( :.-.:.__llllll ...._ �LLLLL_-:- _m AND SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED
o J04ARCHITECTUAL AND STRUCTURAL DRAWINGS F co
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E % I THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN L � Q om
M ! j WRITING AND BE RESPONSABLE FOR REPORTING ANY m W N (�
DISCREPANCIES TO THE MANUFACTURER PRIOR TO FABRICATION.
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� FALSE DORMER
OJECT ENGINEERS /DESIGNERS INSTRUCTION ON TIE
OVER ROOF
20-00-00
40-00-00
8-11-00 1-00-15
8-00-00
12 -00 -UO
4
TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING
ARE IN PLACE AND FASTENED. FOR ERRECTION AND BRACING
RECOMMENDATIONS, SEE THE ENCLOSED BCSI-B1 &BCSI-B3
SUMMARY SHEETS.
BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED
TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND
PLACE TRUSSES ACCORDINGLY. BRACE INDICATED ON THE
ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT.
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FOLLOW PR
DOWNS, NAILING AND OVERALL SWAY BRACING.
-
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DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT
10/12
10!12-�
THE CONTRACTOR ASSUMES SOLE RESPONSABILITY OF ANY
m°J
ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE
2-00-00
TRUSSCO & BUILDING SUPPLY,
SUPERIMPOSED LOADS:
E02
A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL
PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED.
E0'1
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40-00-00
8-11-00 1-00-15
8-00-00
12 -00 -UO
4
TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING
ARE IN PLACE AND FASTENED. FOR ERRECTION AND BRACING
RECOMMENDATIONS, SEE THE ENCLOSED BCSI-B1 &BCSI-B3
SUMMARY SHEETS.
BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED
TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND
PLACE TRUSSES ACCORDINGLY. BRACE INDICATED ON THE
ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT.
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FOLLOW PR
DOWNS, NAILING AND OVERALL SWAY BRACING.
-
6
DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT
WRITTEN AUTHORIZATION FROM THE TRUSSCO & BUILDING SUPPLY.
-
THE CONTRACTOR ASSUMES SOLE RESPONSABILITY OF ANY
m°J
ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE
2-00-00
TRUSSCO & BUILDING SUPPLY,
SUPERIMPOSED LOADS:
0o
A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL
PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED.
1-00-15 O
B. CONCENTRATED &UNIFORM LOADS DUE TO CONSTRUCTION
AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY
THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION.
C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF
TRUSSES UNLESS THE TRUSSES HAVE BEEN DESIGNED TO
SAFELY CARRY THE APPLIED LOAD.
IMPORTANT:
1. SEE BCSI-B1 SUMMARY SHEET FOR HANDLING, INSTALLING,
RESTRAINING AND TEMPORARY BRACING REQUIREMENTS.
2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-83
FOR PERMANENT BRACING REQUIREMENTS
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SPRIN6FI€LO
tn
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
54 t-7 26- 37 53
OREGON Building Permit
Residential 1 & 2 Fam Dwelling (New Only)
Permit Number: 81 1 -18-001 830-DWL
IVR Number: 81 10251 54163
Web Address: www.sprinqfield-or.9ov Email Address: permrtcenter@spnnqfield or qov
Permit lssued: August 21, 2018
TYPE OF WORK
Category of Construction: Single Family Dwelling
Submitted Job Value: $236,491.00
Description of Work: New Single Family Residence
Type of Work: New
JOB SITE INFORMATION
Worksite address
2084 gTH ST
Springfield, OR 97477
Parcel
1703261201009
Owner:
Address:
LICENSED PROFESSIONAL INFORMATION
Business name
BRUCE WlECHERI CUSTOM
HOMES INC - Primary
L&EELECTRICINC
License
ccB
License numbea
101717
CCB
PENDING INSPECTIONS
Pennits must be posted in clear view on the worksite. Permits erpire if work is not staned within 180 Days of issuance o. at work is
suspended for '180 Oays or longer depending on the issuing agency.s policy.
All provisions of laws and ordinances governing this type of work will be complied with whether sp€cified her6in or not. Granting of
a permit does not presume to give authority to violate or cancel the provisions of any other state or local law r€gulating conskuction
or the performancs of conslruction.
ATTENTION ' CALL BEFORE YOU DIG: Oregon law requir6s you to follow rules adopted by the Oregon Utility Notification Center.
Those rules are set forth in OAR 952{01-0010 through OAR 952-001-OO9O. You may obtain copies of the rules by ca[in9 the Center at
(877) 668.4001 or dial811.
All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 70i.OlO
(Structural/Mechanical), ORS 479.540 (Electricat), and ORS S93.0i0.020 (ptumbing).
Pnnred on 8/2rl14 page 1 ot 5 sld,B!,tdrngperm _pr
BRUCE WECHERT
CUSTOM HOMES INC
3073 SKWIEW LN
EUGENE, OR 97405
Phone
541-686-9458
105475 541-933 2598
Permit Number: 8l 1.'l 8.001 830.DWL
lnspection
2999 Final Mechanical
3999 Final Plumbrng
4999 Frnal Electflcal
9504 Curbcut - Standard
9508 Sidewalk
1530 Exterior Shearwall
1260 Framing
2300 Rough Mechanical
3170 Underfloor Plumbing
4500 Rough Electrical
'1020 Zoning/setbacks
1090 Street Trees
'1118 Footing Drain
1'120 Foundation
'1160 UFER Ground
1170 Post & Beam
1370 Masonry Veneer
1410 Underfloor insulation
1420 lnsulation Vapor Barrier
1430 lnsulation Wall
1440 lnsulation Ceiling
1 520 lnterior Shearwall
1999 Final Burlding
2200 Underfloor Mechanical
2210 Underfloor Gas
2255 Gas Pressure Test
2310 Rough Gas
2995 Final Gas
31 30 Footing/Foundation Drains
3200 Sanitary Sewer
3315 Water Line
3400 Storm Sewer
3500 Rough Plumbing
4000 Temporary Power Service
4225 Service or Feeder
lnspection group
1-2 Famdwell
1_2 Famdwell
1_2 Famdwell
Public Works
Public Works
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
'1 _2 Famdwell
1_2 Famdwell
'1_2 Famdwell
'1_2 Famdwell
'1_2 Famdwell
'1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
'1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1-2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1 2 Famdwell
Page 2 of 5
lnspection atatus
Pending
Pending
Pendang
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
std_BuildingP.rmiUrrPage 2 of 5
Permit Number: 81 I -1 8-00'l 830-DWL
1110 Footang 1_2 Famdwell
Page 3 of 5
Pending
Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing
jurisdiction indicated on the permit to determine required inspections for this project
Schedule or track inspections at www.buildingpermits.oregon gov
Schedule by phone call 1-888-299-2821 use IVR number: 8'1 1025154'163
Schedule using the Oregon ePermitting lnspection App, search "epermitting" in the app store
Pnnted on 8/21118 Page 3 ol 5 sld EuildrnsPerm( pr
SCHEDULING INSPECT!ONS
Permit Number: 811-18-001 830-DWL Page 4 of 5
PERMIT FEES
Fee Description
Residential waring
Temp services 200 amps or less
Technology Fee
Air conditioner
Clothes dryer exhaust
Furnace - up to 100,000 BTU
Gas fuel piping outlets
Range hood/other krtchen equapment
Ventilation fan connected to single duct
Water heater
Plan Review Major, City
Single Family Residence - Baths
Address assignment - each new or change requested externally, per each
SDC: Improvement Cost - Local Wastewater
SDC: Reimbursement Cost - Local Wastewater
SDC: Improvement - Transportation SDC
SDC: Reimbursement Cost - MWMC Regional Wastewater SDC
SDC: Improvement Cost - MWMC Regional Wastewater SDC
SDC: Compliance Cost - MWMC Regional Wastewater SDC
SDC: MWMC Credit - Regional Wastewater SDC
SDC: Administrative Fee - MWMC Regional Wastewater SDC
SDC: Total Storm Admanistration Fee
SDC: Total Sewer Administration Fee
SDC: Total Transportation Administration Fee
SDC: Total MWMC Administration Fee - Local
SDC: Improvement Cost - Storm Drarnage
SDCr Reimbursement - Transportation sDc
SDC: Rermbursement Cost _ Storm Drarnage
Fire SDC - New Res Construction Sq Ft fee - enter sq ftg
Structural plan review fee
Structural buildinq permit fee
Willamalane fees - Single Family Detached, per unit
State of Oregon Surcharge - Elec (12olo of applicable fees)
State of Oregon Surcharge - Bldg (12olo of applicable fees)
State of Oregon Surcharge - Mech (12olo of applicable fees)
State of Oregon surcharge - PlLrmb (12% of applicable fees)
Curb cut and Sidewalk construction - multiple permit discount
Curb cut fee - enter # of cuts
std_B!ildingPermitJcr
Quantity
2063
1
Fee Amount
$286.00
$86.00
$214.87
$ 18.00
$13.00
$22.00
$ 19.08
$ 18.00
$52.00
$ 18.00
$244.O0
$s06.00
$s2.00
$ 1,793.88
$3,641.88
$3,506.54
$ 131.89
$r,597.44
$22.A2
s-34.73
$ 10.00
$64.01
$27 t.79
$184.55
$86.37
$7 55.05
$184.51
$524.24
$r23.14
$1,088.20
$r,674.t6
$3,721.00
$44.64
$200.90
$ 19.21
$60.12
$-41.00
$ 121.00
1
1
1
6
1
4
1
1
2
1
1793.88
3641,88
3506.54
131. 89
1597.44
22.42
-34.73
10
64.01
27 t.79
184.55
46.37
7 56.05
184.51
524.24
2063
1
1
1
Pnnted on 8/21118
Permit Number: 81 1 -1 8-001 830-DWL
Sidewalk construction - permit, first 90 linear feet
Page 5 of 5
$121.00
$21,423.80
1
Total Fees:
Construction type
VB
VB
VB
Pnnled on: 8/21118
Occupancy type
R-3'l&2family
U Utility, misc.
U LJtility, misc. - half
rate
Unit amount
1,529.00
419.00
115.00
Unit Unit cost
$118.45
$47.80
$23 90
Job value
$181 110.05
$20,028.20
$2,748.50
$203,886.75
Sq Ft
Sq Ft
Sq Ft
Total job value:
Page 5 of 5 sld_BuildrngPerm(_pr
VALUATION INFORMATION
SPRINGFIELD
ONEGON
www springfield-or. gov
Worksite address: 2084 gTH ST, Springfield, OR 97477
Parcel: 170326'1201009
Transaction Receipt
Development and Public Works
225 Fifth Street
Sprinqfield, OR 97477
s41-? 26- 37 53
permitcenter@springfield-or. gov
City of Springfield
Transaction date
at21t1a 1
8t21t18 2,063
8t21t18 2
8t2'U18 1
8121t18 'l
8t21118 1
8t21t18 4
8t2'V18 1
8t21t18 6
8t21t11 I
8t21t1B 524
8121t18 756
al21t18 3,641
8t21t18 1,793
8t21t-18 184
Pinted 6121118 927 an
Description
StructLiral building permit fee
Residential wiring
Single Family Residence - Baths
Furnace - up to 100,000 BTU
Water heater
Range hood/other kitchen equipment
Ventilation fan connected to single duct
Clothes dryer exhaust
Gas fuel piping outlets
State of Oregon Surcharge - Plumb (12% of
applicable fees)
SDC Rermbursement Cost - Slorm Drarnage
SDC: lmprovement Cost - Storm Drainage
SDCr Reimbursement Cost - Local
Wastewater
SDC lmprovement Cost - Local Wastewater
SDC Reimbursement - Transportation SDC
Account code
224-OOOOO425602-1030
224 -00000 - 4 26 1 02 - 1 033
22 4 - OOOOO - 425603 - 1 03 4
224-00000425604-1031
224-00000-425604-1031
224-00000-425604-1 031
224 -OOOOO - 42 560 4 - 1 0 3 1
224-OOOOO4256U-1031
224 -OOOOO - 4 2 5604 - 1 03 1
821-00000-215004-0000
00
00
00
00
00
00
00
00
00
00
24
05
88
88
51
Units
Ea
SqFt
Qtv
Ea
Ea
Ea
Ea
Ea
otv
Ea
Amount
Amount
Amount
Amount
Amount
Fees Paid
Fee amount
$1,674.16
$286.00
$506.00
$22.OO
$18.00
$18.00
$52 00
$13 00
$19.08
$60.72
Paid amount
$1 674.'16
s286.00
$506.00
$22.00
$18 00
$ 18.00
$52.00
$13.00
$19.08
$60.72
6'1 7-00000448029-8800
61 7-00000-448028-8800
6'1 1 -00000-448024-8800
$524.24
$7s6.05
$3,641.88
$524.24
$756.05
$3,64'1.88
$'1,793.88
$184.51
Page 1 ol3
61 1-00000-448025-8800
434-00000-448026-8800
$1,793.88
$184.51
FIN_TransactonRecerpt_pr
{i 811-18-001830-DWL
Receipt Number: 467770
Receipt Date: 8/21118
TransacUon Receipt
811.18-001E30-OWL
Receipt number:467770
Transaction date units
8121118 3,506.54 Amount
8/21hA
Fees Paid
Description
SDC: lmprovement - Transportation SDC
SDC Reimbursement Cost - MVVMC
Regional Wastewater SDC
SDC: lmprovement Cost - MW|VIC Regional
Wastewater SDC
SDC] Compliance Cost - MWMC Regional
Wastewater SDC
SDCr IVIWMC Credit - Regional Wastewater
SDC
SDCr Admrnrstratrve Fee - MVVMC Regional
Wastewater SDC
SDCr Total Storm Administration Fee
SDCr Total Sewer Adminislration Fee
SDCr Total Transportation Administration Fee
Account code
434-00000-448027-8800
Fee amount
$3,506.54
8/21t18
8t21t1A
a/21/18
8t21/18
131.89
1,597.44
22.A2
-34.73
10.00
64 01
271 79
184.55
86.37
100
1.00
1.00
100
1.00
Amount
Amount
Amount
Amount
Amount
Amount
Amount
Amount
Amount
Qtv
Ea
EA
Ea
Ea
433,00000-448024-881 0
433-00000-448025-881 0
433 00000-426607-8810
433-00000-448025-881 0
61 1-00000-426604-8800
$131.89
$1 ,597 .44
$22 82
$(34.73)
$10 00
$121 00
$(41 00)
$121 .00
$200 90
Paid amount
$3,506.54
$131 89
$1,597 44
s22 A2
$(34 73)
$10 00
$121 00
$(41 00)
$121 00
$200 90
$86.00
al21t18
at21t18
8t21t1A
8t21t18
71 9-00000-426604-8800
71 9-00000-426604-8800
719-00000426604-8800
71 S-00000-426604-8800
$64.0'1
$271 .79
$184.55
$86 37
$64.01
$271 .79
$184.55
$86.37SDC Totar MVVMC Admrnrstralron Fee -
Local
8t21t18
8t21t18
Curb cut fee enter # of cuts
Curb cut and Sidewalk construction - multiple
permit discounl
Sidewalk construction - permit, first 90 linear
feet
State of Oregon Surcharge - Bldg (12% of
applicable fees)
201-00000428060- 1069
201-00000-428060-1069
al21t1a
8t21t18
8t21t18
821-00000-21 5004-0000
Pfinted 8/21118 927am
Temp services 200 amps or less
Page 2., 3
?? 4-00000426102-1033 $86.00
FIN_TransactDnRecerpt_pr
201 00000-428060- 1069
Transaction Receipt
81 1-18-001830-DWL
Receipt number:467770
8/21t1a
Transaction date
8/21t18
Units
'r.00 Ea
8121nA
at21t',t8
1.00 Ea
100 Ea
Oescription
Stale oI Oregon Surcharge - Elec (12olo of
applacable fees)
Air conditioner
State ofOregon Surcha.ge - Mech (12% of
applic€ble fees)
Address assignment - each new or change
requested externally, per each
VVillamalane fees - Single Family Detached,
per unit
Fire SDC - New Res Construction Sq Ft fee -
enter sq ftg
Plan Review, Major, City
Technology Fee
Fees Paid
Account code
821 -00000,21 5004-0000
Fee amount
$44.64
Paid amount
M4 64
224-OOOO 0 - 42560 4 - I 031
821 -00000-2 1 5004-0000
$18.00
$19.21
$18.00
$19 21
8t21t18
8t21t18
'1 00 Ea
1 00 Oty
2,063 00 SqFt
2 2 4 -OOOO O - 4 25602 - OOOO
821-00000-21 5023-0000
1 00-00000-424005-1 091
$52.00
$3,721 00
$123 78
$52 00
$3,721.00
$123.78
al2lha
8t21t18
1.00 Ea
1 00 Automalic
1 00-00000-425002- 1 039
1 00-00000-425605-0000
$244.00
$214 87
$244 00
$214 A7
Payment Method: Check number: 30197
Payment Method: Credit card authorzation
08619d
Transaction Comment: via phone
Payer: bruce wiechert
Payer: bruce wiechert
Payment Amount:
Payment Amount:
$10,835 60
$9,500 00
Cashier: Katfl na Anderson Receipt Total:$20,335.60
Pnd\ed Al21l1A I27 an Page 3 ol 3 Fl N_TransactrcnRece p1_pr
Stru ctural Permit Application Lffi DEPARTMENT USE ONLY
Pe=-iii nc l8- r9vo
tb
ll: Fifii Sreel. Spingir€)d OR 97111 1 PH{:.1i 7l6,llj! . F{\(5.r l r72e',3689
Dar:
This permit is issued urder OAR 918-460-0030. Permits expire ifr{orkis Dot started }r-ithiD 180 daJ's ofissuaDce or if vfork is
suspended for 180 dal's.
LOCAL GOVERNMENT APPROVAL F=E SCHEDULE
Thjs project has fr,')al iand-use approval
Sisrarure:
1, \-aluation information
: ::,::.rl: _
This proieo has DEQ aoproval
SrcnaiJra
I Zoning approval veriireC E \ es I l.o
i:
ConsE!cion Il?s
B-operA is \i,ithin flood plarn: tr ) es I t;o
CATEGORY OF CONSTRUCTION
I Govem:nenr E Commercral
Cir1 l
Subdivision
SUB-CONTRACTOR INFORMATION
liam€CCB l,icen\e I
JOB SIIE INFORMATION AND LOCATION
SraE:
ToJo:
PROPERTY OWNER
5IaIE ZIP
E n"" Ea.lteration E addition
(b) FouDdation-onll' permit? E Yes E No
Toral valuation
Square feei
Otber nformation
S
Ci11
Buiidilg Ownel or O*ner's age autlorizing this applicadon
SigD bere:
n This iffraliation is berng made on residenrial or farm properl o*,ne<i b]
me or a member ofml,immediale famiil. and is exempt from licensing
requirenrems under ORS 70 I .0 I 0
2. Builditrg fees
(e) Subtotal of fees above (2a througb 2di
3. PlaD reYiew fees
(b) Fire and life safet-r' (65% x permit fee l2al)
4, Miscellaneous fees
fOTAL fees aod surcharges (2e'3c-4a+b):S 57'.
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Job site address
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Reference:
Addrcss
ZIP
Phone Fa)iC')L
TNiAF
CONTRACTOR INSTALLATION
Business name: !.o;1c- A I Alr" --
Addrcss
Phone iali
Type oI Heat
(a) Pemir fee (use valuation table)
S(b) lnvestigative fee (egual to [2a])
(c) Rei*pecdon ($ per hour)
(nu[lber ofbours x fee per bour)
(d)EDter I:% surcharge (.12 x [2a-rb+2c])
(a) Plan revie$ (65% x perlrit fe€ f2al)
5
(c) Subtotal of fees rbove (3a and 3b)
(a) Seismic fee. I% (.01 x permit fee [2a])
s
(b) Tech fee. 590 (.05 )i permit fee[2a]+PR fee [3c])
Lasl ediEd 5.5-l0l ? Blones
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Stormwater SubSurface Filtration/lnfiltratlon Facility Sizing Spreadsheet
24 Hour Storm, NRCS Type 1A Rainfall Distribution
Version 2.1
lnstructions:
1. Complete this form for each drainage calchment an the project site that is to be sazed per the Presumplive Approach
2. Provide a distinctive Catchment lD for each facility coordinated with the site basin map to correlate the appropriate
calculations with the facility.
3. The maximum drainage catchment to be modeled per the Presumptive Approach is '1 acre (43,560 SF)
For infiltration facilities in Class A or B soils where no infillration testing has been perfromed use an infilt.ation rate of 0.5 in/hr
Maximum design
Bruce Weichert Homes
2084 gTH St
Sprinofield. OR 97477
Anthonv J Favreau
Bruce Weichert Homes
Date: z392q1g
Permit Number: 18-001830
Project Name:
Project Address:
Designer:
Company:
Choose 'Yes" from the dropdown boxes below next to the design standards requirements for this facility
No
Yes
'Soakage trenches draining commerical parking lots rcquire preirealmeni lo me€l polluilon reduction requirements
'An inli[ralion lacility musl be chosen as tho facility lype lo meet destinaiaon r€quiremenls
Pollution Reduction (PR)
Flow Control (Fc)
Destination (DT)
sqfl
Sfl
5832
15
a482
41
2650
98
I mn
sqft
Time of Concentration Post Development=
lmpervious Area CN=
Total Square Footage lmpervious
rotar square Footase
;L?'i'J:,t$,i=
Total Square Footage Pervious Area=
Pervious Area CN=
Time of concentration Pre-Oevelopment=Pre-Development CN=min
Tested Soil lnfiltration Rate=
Design Soil lnfiltration Rate=
'10 in/hr (see Nore,{)
in/hr
Destination Design=
Soil lnfiltration Rate
5 in/hr
uirement Rainfall n Storm
Pollution Reduction
Flow Control 3.6 inches Flood Conlrol
Deslination 3.6 inches Flood Control
70
38
158.7
Trench
Sand 12.4 17o/o 2.0
Drain Rock, Layer 1 72.4 35%
0.0
0.0
IIII
Laver Properties
Material
84.0 in 27.2 tnTotals=
sqft
fr
d
8/8/2018-1'1:10 AM
Depth (in) Voids
Facility Type=
Surface Width=
Surface Length=
Facility Surface Area=
Facility Surface Perimeter=
Basin Volume=
Layer 1
Layet 2
Layer 3
Layer 4
Effective
Facility Percent Storage Depth
EffinilEEtrl;[tl
No
85 I io
Soil Data
I 10
Desion Storms Used For Calculations
1
0.000
0
00
0.2
N\A
0.000
0
cfs cfs
cl
Facility Sizing Meets Pollution Reduction Standards?
Peak Flow Rate to Stormwater Facility ;
Total Runoff Volume to Stormwate
Facility Total Overflow Volume=
Peak Facility Overflow
cf
in
hours
Meets Requirement ot No Facility Flooding?
Meets Requirement for Maximum of '18 Hour Drawdown Time?
Max. Eff. Depth of Stormwater in Facility=
Drawdown Time=
0.000
N\A
Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow?
Meets Requirement for Maximum of '18 Hour Drawdown Time?
0.002
23
0.0
0.2
cfs
cf
cfs
cf
cfs
cf
cfs
Peak Facility Overflow Rate=
Facility Sizing Meets Flow Control Standards?
Peak Flow Rate to Stormwater Facility =
Facility =
Total Runoff Volume to
Max. Eff. Depth of Stormwater in Facility=
Drawdown Time=
Total Overflow Volume=
Peak Off-Site Flow Rate
Filtration Facility Underdrain=in
hours
Peak FIow Rate =
Total RunoffVolume =
0.000
023
0.0
0.2
E
EE
cfs cfs
cf
Facility Sizing Meets Destination Standards?
Peak Flow Rate to Stormwater Facility =
Total Runoff Volume to Storm
Peak Facility Overflow Rate=
Total Overflow Volume=cf
in
hours
Meets Requirement of No Facility Flooding?
Meets Requirement for Maximum of 30 hour Drawdown Time?
Facility =
Max, Eff. Depth of stormwater in Facility=
Drawdown Time=
28/8/2018-11:10 AM
Pollution Reduction-Calculalion Results
N\A
N\A
Flow Control-Calculation Results
o
!-ro1
I i487
rt
I N\A
Destination-calculatron Results
0.002
SOAKAGE TRENCH DESIGN FOR
PARCEL 1 HAYDEN BRIDGE 1ST ADDITION
6,, DIA, OPIN
I-iN SH GRADT GRATE CLTANOU T
o
o-
-=O
ttNGTH 14'
W DTH 5
ORENCO CATCH BAS N
MODEL SCB1236_t
SOAKAGE TRENCH DETAIL
NO SCALT
SOAKAGE
1, SOAK
TRENCH NOTES:
AGE TRENCH = 14'X 5,X 6,OR EQUIVALENT SQUARE FOOTAGE,
t IMPIRVIOUS ARIA DRAINED = 2,640 SQUARE FEET.
THE C]IY OF EUGENI STORMWATTR MANAGEMENT MANUAL FOR ADDIIIONAL
2, TOTA
3, SEE INFORMATION,
LINQ TYPARJ20I; TNS4. FILTER FABRIC MUST Bt ONE 0F THE FOLLOWING TYPES/BRANDS: LINQ l25EX;
E040; TNS R0J5; TNS R040; TNS R042; AM0C0 45J5; MARAFI 140N1.
5. DRANAGE ROCK SHALL BE A MINIVIUM 21/2" IO 1 1/2,' DRA]N ROCK.
6. THE PIPI WITHIN THE TRTNCH SHATL E THER Bt PCU 02129 OR HDPE LTACH FITLD PIPt.
7. THE TRENCH BOTTOM ]S TO BE INSTALLED TEVEL lN ALL DRECTIONS AND A /IN]I'/U/ OF J, INTO
NATIVE BAR RUN, THE SOAKAGE TRENCH MAY BT CONSTRUCTED TO A [/NIMUM O[ 8 FITT FRO[/ THE
STRUCIURE, PROVIDID A POND LINTR IS ]NSTALLID ON THT SIDES OF THE SOAKAGE TRENCH FROM THE
TOP OF THE SOAKAGE IRTNCH TO IHE BOITOM OF THI SOAKAGI TRENCH FOR ALt SDIS WITHIN ]O FIET
OI IHT SIRUCTURE,
]0, GROUND WATER WAS NOT ENCOUNTERED AT l1,BELOW EXISTNG GROUND LINE,
.G 1
ON
J1
I LKNVE.LSO AH C
6" SOLID P PE 6" PERTORATED PIPE
DRAN ROCK WRAPPID IN FLTER TABRIC
EXPTRES DEC. 31 , 2019
SOAKAGE TBENCH CALCULATIONS FOR
Parcel 1, Hayden Bridge 1st Addition
DRAINAGE AREA =
AVERAGE RUNOFF COEFFICIENT (C) =
LENGTH OF DRYWELL =
WIDTH OF DRYWELL =
DEPTH OF DRYWELL =
VOID RATIO OF DRYWELL =
AVERAGE PERMEABILITY OF SOIL =
SURFACE AREA OF BOTTOM =
SURFACE AREA OF SIDES =
2,O
1.00
14
5
6
30/"
't0.00
70
224
SO, FT, =0,061 ACRES
7,27 GALLONS PER MINUTE
FEET
F EET
FEET
INCHES/HR
SQ. FT,
SO. FT.
OUTFLOW CAPACITY OF DRYWELL =
MAXIMUM STORAGE CAPACITY OF DRYWELL =
DRYWELL VOLUME = 15,6 CUBIC YARDS
58.3 CU. FT./HR =
I26 CU. FT. OF WATER
DURATION
OF STORIV
IN MINUTES
DURATTON
OF STORM
IN HOURS
5 YEAR
RECURRENCE
RAINFALL
INTENSITY
IN/HR
TOTAL
RAINFALL
DURING
STORM
INCHES
TOTAL
STORM EVENT
RUNOFF
CU, FT,
OUTFLOW
FROM
DRYWELL
CU, FT,
STORAGE
REOUIRED
CU, FT.
DBYWELL
SIZING
5
10
15
20
30
60
120
180
240
360
480
600
720
900
1.080
1 ,260
1,440
0.08
0.17
0.25
0.33
0.50
1.00
2.00
3.00
4.00
6.00
8.00
10.00
12.00
15.00
18.00
21.00
24.00
2.50
1 .95
1.42
1 .24
1.00
0.64
0.48
0.42
0.38
0.35
0.33
0.28
0.24
0.19
0.18
0.17
0.15
0.21
0.33
0.36
0.41
0.50
0.&
0.96
1.26
1.52
2.10
2.64
2.80
2.85
3.24
3.60
46
72
7A
91
110
141
211
277
334
462
581
616
634
713
785
792
5
10
15
19
29
58
117
175
350
467
583
700
875
1,050
1,225
1,400
41
62
64
71
81
82
95
102
101
1.t2
114
EMPTY
EI\.4PTY
EMPTY
EMPTY
EMPTY
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
G 1No
r ?2Lt'1 .=
Wfr4***
EXP RES DEC, 3I, 20I9
OREGON
DRAINACE FXTURE UNIT F'TI CALCULATION TABLE
NIJMBER OF N'EW FXTURTS x UNlt EQUIVALENT = DRAINAGE FXT[IRE IJNTIS
(NOTE: FOR REMODELS, CALCULATE ONLY Tl{E NET ADDITIONAL FXTURES)
r\'.O. OF flXl-tlRES
UNtI
NEW OLD E UIVALENT
IS LAND EI,CIBI-E FOR ANNEXATION CRIDIT?
(Enter I fbr Yes, 2 for No)
IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT?
(Enter I tbr Yes, 2 for No)
BASE YEAR
CRIrI)l I IOll I.AND (lF APPLTCABLE)
DRAINAGE
FIXTURE
I-INITSFIXTURE TYPE
MISCDLLANDOUS DIT[J I'YPL]
TOTAL DRAINAGE FIXTT]RE UNTTS
*EDU ui!alenl Dwclli llnx
NUMBER OF EDU'S
20 0
dwcllin unit (20 DFU'S) s€l al 167
MWMC CREDIT CALCULATION TABLtr: BASED ON COUNTY ASSESSED VALUE
29
$5.29
$5.19
$5.12
$4.98
$4.80
$4.63
$4.40
$4.07
$3.67
$3.22
$2.73
s2.25
$1.80
1979
VALUE / IOOO
$6.57
CREDIT RATE
$5.29\
CREDIT FOR IMPROVEMENT OF AFTER ANNEXATION)
VALUE / I OOO CRXDIT RA'IE
$0.00 x $5.29
TOTAL JIIW]\TC CREDIT$1.59
$1.45
$1.25
$1.09
$0.92
$o.72
$0.48
$0.28
$0.09
$0.05
BATHTUB 3 0
DRINKING I:OUNI'AIN 0 1 0
FI-OOR DI{AIN 0 0
INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 0
IN'IERCDPTORS FOR SAND / AUTO WASH / ETC.0 0
LAUNDRY TUB 0
CT,O I I IF]SWASI II]R / MoI) SINK I 0 3 3
clol lrtisw^srIl]R - r or{ MoRE (r.rA)0
MOBILE HOME PARK TRAP (I PER TRAILER)0
RECEPTOR F'OR REFRIG / WATER STATION / ETC 0
RECEPTOR FOR COM. SINK / DISHWASMR / ETC.3 3
SHOWER. SINCLE STALL 4
SHOWER, GANC (NUMBER OF HEADS)0 2 0
SINK: COMMERCIAL/RESIDENTIAI KITCIIEN 3
SINK: COMMERCIAL BAR 0 0 2 0
0SINK: WASH BASIN/DOUBLE LAVATORY 0 2 0
SINK: SINGLE LAVATORY/RESIDENTIAL BAR 3
0URINAL, STALI- / WALL
TOILET. PUBLIC lNSTALLATION 0
TOILET. PRIVATE INSTAILATION 2 3 6
22
YDAR
ANNEXED
CREDIT RATE/$ I,OOO
ASSESSED VALUE
BLFORE I979
t979
t980
l98l
l98l
l9El
198.1
$3.1.711985
t9s6
1987
1988
0
1990
t99l
4.73l99l
t99:l
1996
1997
1998
1999
101)0
2001
1995
m
lolol2l=
01016l
ffi
ffi
M
ffi
tututct=
W
O I 3 I=
Io
I o I 6 I=3l=
0
1
T O IO
110
I
I
JOURNAI OR JOB NUMBER
NAME OR COMPANYI
LOCATION:
T,{X LOT NUMBER:
DEVEI-OPMENT TYPE:
NEW DWELLING IJMTS
IMPERVIOUS AREA
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET
l8 00 r810
Bruce Wicchert Cuslom IIomes
2081 9Th St
1701261201009
Sin
] STORM DRAINAGE
DIRECT RTNOFF TO CITY STORM SYSTEM
A RFIMI]I JRSI.I!1F]NT COST
IMPER\']OUS S F
3566.28
B.IMPROVEI\IENT COST
COST PER S F
s0 29,1
COST PER S,T
s0 .12.1
COST PERDfU
$165 51
COSTPER DfU
s8r 51
NLMBER OF UNITS
I
NLMBER OF LN1TS
I
COST PER FEU
slll.89
COST PER FEU
s1,59711
COST PER FEU
ADM, FEE RATE
5%
AREA DR-AINING TO
DRYWELL
3566.28
CIf,A.RGE
$524 24
CHARGE
$7s6.05
NFW TRIP FACTOR
100
NEW TRIP FACTOR
1.00
ITI]NT I TOTAL . STOR]II DR{tIiAGIi SDC
2, SAN]TARY SEWER . CITY
A, REIMBURSEMENT COST:
9.57
B. IN'IPROVEMENT COST
ADT TRIP RATE
951
NUMBER OF FELIS
1
B. IMPRO\EMENT COS'I'
NUMBER OF FEU'S
1
C COMPLIANCE COST:
NUMBER OF FEU'S
1
MWMC CREDIT ]F A"PLICABLE (SEE REVERSE)
I\,{\VMC ADMINI STRATI\E FEE
3566.28
s1,280.29
s5,{15.76
COST PER TRIP
19.28
COST PER TRIP
$166 4r
s3,691.05
sI,727.12
s12.13,1.52
CII,A.RGE
s606.71
NUMBER OF DIIU'S
22
B.IMPROVEMENT COST
22
ITf,III2 TOTAL - CITY SA)TIARY SE\\ER SDC
3, TRANSPORTATION
A, REIMBURSEMENT COST
4 SANIIARY SEWER ]!,lWMC
A REIMBTJRSEMENT COST:
IT'f i\I.1I'OI'AL. ]I\\'1I(] SA\IT.\RY SE\\ ER SDC
sLBr'olAL (ADD lTltns 1,2,3, &,1)
5, ADMINISTRATNE IEE:
SUBTOTAL
s12,13,1.52
TOTAL STORM ADMIMSTRATION FEE
TOTAL SEWER ADMIN]STRATION FEE:
TOTAL TRANSPORTATION ADMINISTRATION FEE
TOTAI MWMC ADMINISTRATION EEE . LOCAL
3
s3,6{1.88
s1,793.88
$184.5r
sl,s97..tl
s22.82
(s31.73)
s10.00
s6.l.0r
s18,t.55
SE6.J7
S12,7.11.25
1070
1091
1092
1093
1091
1051
1055
105,1
1056
1079
1077
1078
2
t@@J
PREPARED BY Sleren Pelersen DATE 8/912014
TOTAI, SDC CTIARGES
f---ffiffifr6m-s-F -lr-.-_r-
NUMBER OF DFLrs
ADT TRIP RATE
ITEM 3 TOTAL - TRA.NSPORTATTO\ SDC
Ir IIBUTLDTNG srzE (sF): ll 2200 ll Lor szE (sl)
MAX,+5"0
$756.05
lffis1-
| $r3r.8e
s22.82