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SEPTIC,INST ALLATION PERMIT
SP057138
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Parcels: 18-03-02-24-00600 'Site:
A ST SOUTH ON 2ND 11 BLOCKS ON S SIDE
1259 S 2ND ST SPR
Applicant: ,
WISDOM JEFFERSON & JULIE
924 E ST
SPRINGFIELD OR
97477
Owner:
WISDOM JEFFERSON & JULIE
924 E ST
SPRINGFIELD OR
97477
Site Inspection Number: 93-510
Work Description: INSTALL SAND FILTER SEPTIC SYSTEM
Syst,em Type: INSTALL, SAND
Issued Date: 05/03/2005,
Expiration Date: 05/03/2006
INSTALLATION REOUIREMENTS: .
. Projected Daily Flow: 450 gallons ' Septic Tank Size: 1500 gallons
Drainfield Size: 150 feet Trench Depth: 24 in.
Special Conditions: INSTALL DRAINLINES ON CONTOUR IN AREA
AS SHOWN ON APPROVED PLOT PLAN
CALL FOR INSPECTIONS
OTHER REOUIREMENTS:
1. Installation of an effluent pump requires and Electrical Permit. .
2. Install disposal trenches on contour. The trench bottom shall be level within a tolerance of plus or minus one (1)
inch over the entire trench length.
3. Minimum of eight (8) inch fall from top of septic tank outlet to top of first header pipe leaving D-box.
4. New systems must meet setback requirements in Table 1.
05/03/2005
Date
LANE COUNTY ON-SITE-SEW AGE OFFICE
125 E 8TH Avenue, Eugene OR 97401. PH: (541)682-3754. Fax: (541)682-3947
TO:
SEWAGE DISPOSAL SYSTEMS PERMIT APPLICANTS
FROM:
LANE COUNTY ON-SITE SEWAGE SECTION
You are required by law (OAR 340-71'-160) to be in possession of a permit authorizing
, installation of a sewage disposal system before construction of your septic system can
begin. ID. addition, the law specifies that all work on said system must be performed by a
person licensed with the State of Oregon Department of Environmental Quality (DEQ).
The work can also be completed by the owner, contract purchaser or their regular
employees. Before starting any digging, carefully read all the specifications on the .
installation penmt, plot plan and plans. If you have any qu~stions regarding installation
procedures or specifications of the approved area, c~l your area sanitarian at 682-3754
and they will be glad to assist you.
If you intend to hire someone to do the work for you, you should make sure that the.
person is licensed with the DEQ to perfornisuch work. This protects you as the
consumer, as each licensed installer has to post a bond and is liable for the work
performed. To check the licensing of an individual, you can call the Lane County On-
Site Sewage Section at 682-3754 and we will check for. you to see if the individual or
. CObL..:.ctor you have chosen is licensed. ORS 454.705 (3) requires that every licensed
installer must provide to each permittee (owner) a written notice of the name and address
of the bonding agent and of the permittee's rights. This must be provided before the .
. work is completed. We ursze you to request this from the installer or contractor you have
chosen prior to hiring them.
When the construction of your septic system ~s complete and before you backfill, it is
necessary to have the system inspected. To obtain an inspection, make a drawing of the
system as installed on the detailed system plot plan (As-Built) fonn provided. Submit the
completed As-Built form and Materials List form to this office and the inspection will be
scheduled. Final insoection for sewa~e ~vstems caDDot be reouested bv teleohone.
Do not hesitate to contact Lane County On-Site Sewage Section if you have any
-questions. .
LANE COUNTY ON-Sll J!, SEWAGE SECTION
125 E. 8'" Avenue I PubliC Service Building I Eugene, Oregon
97401
(541) 682-3754
1:\myfi1Cli~ ,hr. Won!
, Property Description:
7~(J5- 7r3g
SAND FILTER INSPECTION SCHEDULE.
. 1 ST INSPECTION:
(A) Construction of concrete box or PVC liner
(B) Underdrain/liner boat/filter fabric
(C) Sample of "Medium Sand" available for testing by this office
2ND INSPECTION:
(A) Filter sand in place/gravel in place
(B) Dosing system:
(1) Septic Tank (watertight)
(2) Pump package/switches/valves, etc.
(3) Distribution pipe
(4)' Pressure test .
(5) , Sample of soil "cap" prior to placement
3RD INSPECTION:
(A) . Soil cap in place
(B) Drainfield (if applicable)
. (C) Audio - visual alarm system
ab/sandflt.sch
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Drainfield Lines
SEPTIC SYSTEM PLAN
SCALE: 3/16" = 10'
Location:
1259 S. 2nd Street
Springfield, OR 97477
Owner: Jeff & Julie Wisdom
924 E Street, Springfield, Or 97477
747-4177 home 915-6530 Cell
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General Notes:
WI1.UHETTE GRA YSTONE INC.
Tuk Votamu: Total Volume: 1200 hi:/;.
Opemting Volume: 987 1Z;t:t
Average unit volume full depth: 211!al.lin.:l=
Unit volume at typical operating depth: 22 2aIJin~
Loads: Top" 400 psf
Latefal Load - 62.4 per
~____.._~._.: Wheel Load - 2500 lb.
The septic tank shall be capable of withslaitding long-tenn hydrostatic loading, in addition 10 the soil Ioad.ing,
due to I water table maintained II ground surface. Soil Bearing = \500 psf (n-ro'lllumc sllppoN bene ~f:rcJil
beoring i$lf!.u or u"cqool)
P. O. Box 78/6
EUGENE, OR 9740/
PHONE: 54/-726-7666
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~ II AeceuPott" II
I I 18" Dlameterffllmmum, I I
; ; P"'Uno n=,nn 11.., ~,I" I ;
I I fit'rnlPa~ftJIye.tpaNd. some
"W WL! !or inJ" "'''rn oMSl'r',s WN
/ : I A<<ess Port: Al"eeq: RI
I 8" Diameter minimum Pontla" QCcess
so that Inletfltlings 0'; fully f!Xptnu
Caacrde: The walls and bottom slab shall be poured monolithically.
Reinforcing steel shall be ASTM A-6IS Grade 60, fy ,., 60,000 psi.
The concrete shall achieve B_ :. . compressive strength of 4,000 psi in 28
days; fc'... 4,000 psi. Concrete shall be ~ad)' mix with cement conforming to
ASTM C~150, Type II. Then:: ahaJJ be a content of not less than six and one half
(6 1/2.) SlIcks per cubic yards and muimum aggregate size on/4 inch.
WarcrlCement ratio shalJ be kept belowD.4, (W:C O.35~). Air~lnIining
agcnu and fibrous rcinfon::ancnt will enhance worbbility, curing and
watc:ttightne:u ofdtc tank: however, their usage is opUoml.
Seep RIDe:
Approved watertIght seep
nng or eqUl\ ;dent method
Outlcl
63-Top
Tanlu shall not be moved from the manufacturing site to thejob site until the
tank has cured for seven (7) days. or has reached two-thiids of the design
stren"". Proper curing techniques nrost be used to ensure watertiJ[ht tlmks.
Coapler:
Neoprene and/or
approved watertight equivalent
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lastaUadoa: Installation, bedding, compaction, dC., shan be in strict compliance with the manufachuers standards and
state ofOregoo's on-site rule! 340-71 and 73. AIlIanks shall be set IC\-el on. minimum] inch thick'
compacted sand or approved granular bedding overlying a fll'm ~fonn base. The base shan be stable aud
unifonn in exder to eMUfe ~Ilxuing acnm the tank bonom. 1n5lallations wilh 30 inches Of IdS or ground
CO'VCf may ftlqulre additional buoyancy considerations as described in che manuracturers instroe:tiOllS. A
minimum COVC'l' or 12 inches is mruired over che tDnk in 8TeU subject to occasionalligln whcelloads.
AaessPort:
8- Diameter minimwn;
Po.fitlQl, acc~!I:r so tha,
/nl,uji.tI,lgll ~fl.llly r.xpo:uJ
Test: Tanks shan be tested and ceJ1ified .,...tertight per ~gon On-Site Rules 340-71 and 73.
Top View
D"lnl: Dosing volumes not to exceed muinium limits set by Oregon oo-sile rules 340-11 and 73. Mu.imum pen::ent
of projecled daily now: 10% to SllDdfilters or 20"1. in other applications. Maximum discharge nlle from single
-.~-'r-~ --, __,t dosinS septic tank 30 gpm. Floo. and dosing In'rls may '1V)' wWri" tI,e limitJ a/lire Dn$iJe rule!l.
~
Rller and Lid:
24- Dj.. ribbed pve risc:l-wl1alchinillid and
pOlyurethane gnsket m: approved .
30'" Din. required per 340-71-20(} wltdl
dept" of bury greater Ihon 36'"
An risen shaff ~ I2ItDched in a permanenl and
walertight mann"
UJ!l shalllw. Upt ~<<U'~~I'ftVtenr.d at a/llinl~-3
wi.h Illalnle.u 111ul bolls
: OJ~~ L;:::.rto~;':~~I::':fO'ad"'''"'lon=
: t (Bolld rh~ ruer and adapter tD8e1her w/PVC
i I celrlent or l-pan epoxy Sprr.od armmd PVC
'_..f'- - 2'." ,- orjiberglaurlllerntUrpler./fru"Clu'irlto
11 T I tankemhed 1-1/1-J:.) .
Pos;lion acce.u por'.ro Ilral stmftary lu
.littingll On! fully o:pos~d. &/gr of
IICCl'U r from outside l'dge n/,wnl/
T_k Marklngl: Place mafic:ing on the upper most surface over the oudet..
Liquid capacity: 1000 !!'al.
Max burial depth: 4ft.
Max tfllffic (wheel): 2500 Ibs..
Date manufactured:
Penmt no.:
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20'x18' Intermittent Sand Filter*with Pump. Discharge
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. II Configured lor loading rates up to 1.25 GPD/FT. F080w appropriate intermittent sand fiIta( design aIterla.
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4- Class 125 SloHed PVC Pipe---. o~ _ -:ft __._. _:___,__~
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Pumping System
Po\en\ H 5;360,556
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. SCALE: r ..5'~'
'Note: See additional deta/7s on
NDW-:ISF-S-3
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Jo Mil pve Liner
Orifice Shield
314- PVC Lateral .
(wi 1/8. did. on"fices)
Rushing Valve' 80)(
Discharge Line
Pump Basin
Ai, Coil System
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, Bl~ NFNlAY AVENUE
SUTllERUN. OREGON
97479-9012
TREPHONE:
(541) 459-4449
fACSl'-'!LE:
(541) 459-2BU-
NOW-ISF-2018L-2
Rev. 1.0 (2/98)
VAULT & FLOAT SETTINGS (PUMP BASIN)
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Perimeter Sl!Pporl
Frame 012. untreated
_ p~ood)
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..'., Air. Coil
. End Cop
In cold weather appl1catlons, slope entire transport rme
and manifold systsm to drain back into lank. If draining
tJad( is not possible, refer to non-<frainback olflice detail
on drawing NDW-lSF..s.3.
Conduit Seal
APVC Boot
RlIer Fabric
fr112: - J/4" ~OCk
~ /~ slope to dram
6"-8. ~ Loamy Sand
6- ' .
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~: Class 125 Slofled '21'" ,:
PVC Underdrain Pipe t ~
(may be laid flat) '~...-..._,",
JO Mil PVC Liner .
Conduit to Control Panel
PVC Splice Box with Cord, Grips
Fiberglass Caskeled Lid with
Stainless Steeel Bolts
Discharge Assembly
Pump 80sin wilh Crommets
Rexible Hose
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Check Volve (optional)
Liquid Leve/.._ .-'- -
Root Assembly
051 Effluent Pump.
2- Sand Leveling
Layer (below JO
Mil PVC liner)
SIDE VIEW - TYPICAL SAND FIL TER WITH PUHP DISCHARGE.
.~.SCALE: 318' = ,.~.
Note: See additionol details on
NDW-ISF-S-J '
Potent 0 5;360.556
@ 199B, Orenco Systems, Inc.
P\IC Lateml
With Orifice Shields
Air Coil System
Rushing Valve
Valve Box
Filler Sand
(refer to sand gradation
ranges ,on drawings
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In.. ," ,c3d
B'~ ~RWAY AVENUE
stmlERUN. OREGON
97479-9012
TElIPHONE:
(541) 459-4449,
FACSIMIlE:
(541) 459-2884
NDW-ISF-S-2
Rev. 1_.0 (2/98)
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Pump Selection for a Non-Pressurized System
- Input Parameters '
Design Flow Rate
Distributing Valve Model
Lift to Discharge
Transport Length
Transport Line Size
Transport Pipe Class/Schedule
Discharge Assembly Size
Flow Meter
'Add-on' Friction Losses
- Calculations
Head Loss Through Distributing Valve
Head Loss in Transport Pipe
Head Loss Through Discharge
Head Loss Through Flow Meter
'Add-on' Friction Losses
, Total Flow Rate
TDH
25 gpm
None
30.0 feet
190.0 feet
2.00 inches
40
1.25 inches
None inches
5.0 feet
0.0 feet
2.1 feet
3.1 feet
0.0 feet
5.0 feet
25.0 gpm
40.2 feet
1259 SOUTH 2ND SPRINGFIELD
SANDFIL TER TO DRAINFIELD
250 1 I
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Orenco Systems'
Incorporated
814 AIRWAY AvENUE
SUTHERLIN. OREGON
97479
TOll FREE:
(8001348-9843
TELEPHONE:
(541) 459-4449
FACSIMILE:
(541) 459-2884
www.orenco.com
Pump Selection for a Pressurized System
- Input Parameters
Orifice Siie 1/8 inches
Residual Head at Last Orifice 5.0 feet
Orifice Spacing 2.00 feet
Number of Laterals per Cell 8
Lateral Length 17.0 feet
Lateral Line Size 0.75 inches
Lateral Pipe Class/Schedule 40
Distributing Valve Model None
Manifold Length 10.0 . feet
Manifold Line Size 1.25 inches
Manifold Pipe Class/Schedule 40
Lift to Manifold 10.0 feet
Transport Length 30.0 feet Q)
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Transport Line Size 1.25 inches .-::.
Transport Pipe Class/Schedule 40 :I:
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Discharge Assembly Size 1.25 inches !:::-
Flow Meter None inches "C
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'Add-on' Friction Losses 5.0 feet Q)
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" Calculations - 'E
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Minimum Flow Rate per Orifice 0.43 gpm c
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Number of Orifices per Zone 72 C
ca
Total Actual Flow Rate 31.3 gpm -
, Number of Lines per Zone 8 ~
% Flow Differential 1 st and Last Orifice 1.7 %
Lift to Manifold 10.0 feet
Residual Head at Last Orifice 5.0 feet
Head Loss in Laterals 0.2 feet
Head Loss Through Distributing Valve 0.0 feet
Head Loss in Manifold 0.3 feet
Head Loss in Transport Pipe 3.6 feet
Head Loss Through Discharge 4.9 feet
Head Loss Through Flow Meter 0.0 feet
'Add-on' Friction Losses 5.0 feet
Total Flow Rate 31.3 gpm
TDH 29.1 feet
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1259 SOUTH 2ND SPRINGFIELD
TANK TO SANFIL TER
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Qrenco Systems'
Incorporated
814 AIRWAYAVENUE
SUTHERLIN. OREGON
97479
TOLL FREE:
(800)348-9843
TELEPHONE:
(541) 459-4449
FACSIMIlE:
(541)459-2884
WWW.orenco.com
Sand Filter
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Permit No~ --7 { l:9TwnshP.' Range (].5- Section~ ;;;?t(Tax Lot ",.....~ or
Standard System 0 Alternative Syste' Specify ftpe) ~~ /~1.' e---cr-;fl'?__-
Job Location (Street Address) -I '2 q- ? - ~ /C4P' 5>7. 0 57 ,r/,-
Subdivision/Partition # <' Parcel Lot / Block
DETAIL SYSTEM PLOT PLAN (AS-BUILT * )
Scale =
N
.VlCINITY MAP
N
* ATTACH MATERIALS LIST
FOR SANITARIAN'S USE ONLY:
COMMENTS:
o System Approved
o System Disapproved '
o Needs Correction
System Capacity
gaL/day Signature
o System Corrected Date
Date
INSTALLATION RECORD & CERTIFICATE OF SATISFACTORY COMPLETION When signed by the County Sanitarian. This certificate is
evidence as per ORS 454.665 of satisfactory completion of a subsurface sewage disposal system at the above location,
To request inspection, return all three (3) copies of this form to: Lane County Land Management Division, located in the basement of the Public
Service Building, 125 E. 8th Avenue, Eugene, OR 97401.
MATERIALS LIST
(Required) OAR 340-71 170(3)(b)
LANE COUNTY ON-SITE SEWAGE DISPOSAL PROGRAM
Office: (541) 682-3754 ~ax: (541) 682-3947
SP#
OC?--7( ~8
tb
s 0 2-- ~ S ?f TL
R05
T
Owner
Installer
A PRE-COVER INSPECTION WILL NOT BE SCHEDULED UNTIL THIS MATERIALS LIST & AS-BUILT
DRAWING ARE SUBMIII bD TO THE LANE COUNTY ON-SITE SEWAGE DISPOSAL PROGRAM
SEPTIC TANK
Mfg.
Type/Material
Gallons
o Water tightness tested after placement. Results w/in allowed limits (Required)
o Riser (water tight) inches to ground surface (Required)
o Effluent filter - Mfg.
o Anti-buoyancy provided as per mfg. specs.
DISPOSAL SYSTEM {D Std./Saprolite 0 Cap fill * 0 Pressurized Dist. * 0 Sand Filter* 0 Other
* Alternative systems require additional information/inspections
o Curtin Drain - Depth of trench
o Effluent sewer pipe - Length
o Distribution material - Perforated pipe Dia.
~ 0 Drop/Distribution box installed - Mfg.
o Disposal Trench - Total Length
o Drain media - Total depth
Depth of gravel/media
Diameter
ASTM
Outlet location
ASTM
Infiltrator/EeeZzz drain/other
Material
Depth
Depth below pipe
Supplier
PUMP INSTALLATION RECORD (IF APPLICABLE)
Mfg. & Model
lIP
Pump Installer
o Pump & float switches installed - Gallons/dose
o Audible-visual alarm installed & tested - Location
o Pressure pipe - Diameter ASTM
o Hydrosplitter Mfg./Supplier
PSI.
Comments
{b{(J
l
I understand that I am responsible for the satisfactory completion of all required testing, corrections & fmal cover of the syst~m within
30 days of completion. I certify that construction described above complies with the requirements of Oregon Administrative Rules
Chapter 340 & the permit issued by the LANE COUNTY ON-SITE SEWAGE DISPOSAL PROGRAM.
INSTAI.T PR'S SIGNATURE
DATE
ATTACH TO AS-BUILT
1:\Fonns\Materials List.doc
DEPARTMENT OF ENVIRONMENTAL QUALITY
MINIMUM SEPARATION DISTANCES.
Items Requiring Setback
From Subsurface
. Absorption Area
Including Replacement
Area
*100 ft
Groundwater Supplies &. Wells
Springs
.Upgradient
. Downgradient
**Surface Public Waters
. Year round
. Seasonal
Intermittent Streams
. Piped (watertight not less than 25'
from any part of the on-site system)
. Unpiped
Groundwater interceptors
. On.a slope of 3% or less
.On a slope greater than 3%
· Upgradient
· Downgradient
Irrigation Canals
. Lined (watertight canal)
. Unlined
" .' Upgradient
· Downgradient
Cuts Manmade in Excess of 30" (top
of downslope cut)
.Which intersect layers that limit
effective soil depth w/in 48" of surface
. Which don't intersect layers that limit
effective soil depth
Escarpments
. Which intersect layers that limit
effective soil depth
. Which don't intersect layers that limit
effective soil depth
Properties Lines
Water Lines
Foundation Lines of any Bldg or Structure I
including Garages & Out Bldgs 10ft
I Underground Utilities 10ft
*50-foot setback for wells constructed w/special standards granted ~y WRD
**This doesn't prevent stream crossing of pressure effluent sewers
50 ft
100 ft
100ft
50 ft
20 ft
50 ft
20 ft
.10 ft
50ft
25 ft
25 ft
50ft
50ft
25 ft
50 ft
25 ft
10 ft
,10ft
.J
. .
From Septic Tank &
Other Treatment Units,
" Effluent Sewer &
Distribution Units
!
I
50 ft
50 ft
50 ft
50 ft
50 ft
20 ft
50 ft
'10 ft
5 ft
'10 ft
25 ft
,25 ft
50 ft
25 ft
10 ft
1'0 ft
10 ft
5 ft
10 ft
5 ft
N/A