HomeMy WebLinkAboutPermit Septic Tank 1999-10-06
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SE~IC INSTALLATlON PIrnIT
SP997380
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Parcel Number: 17-02-36-30-0] 300
Applicant: LA V ASSEVE MAR V
1705 MINDA DR
EUGENE OR
97401
Site Inspection Number: 95-279
Work Description: INSTALL SAND FILTER SYSTEM
System Type: INSTALL, SAND
Applied Date: 09/02/] 999
Approved Date: 10/06/] 999
Issued Date: ] 0/06/1999
Expiration Date: ] 0/06/2000
INSTALLATION REOUlREMENTS:
(a, an,
_~Du"ty
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Site: MAIN ST TO 79TH RIGHT TO S. A
~7"6 ,.,~ <<"~H- llfAJY
Owner: PECK BRIAN
7740 S. A ST
SPRINGF]ELD OR
97448
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Projected Dai]y Flow: 450 gallons Septic Tank Size: 1000 gallons
Drainfie]d Size:]50 feet Maximum Depth of Drainfield: 24 in.
Special Conditions: INSTALL DRAINFlELD ON CONTOUR
CALL FOR INSPECT]ONS
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SANITATION SETBACK REOUIREMENTS:
From drainfield to property lines and structures: ] 0 feet
From drainfield to well: 100 feet
From septic tank to property lines and structures: 5 feet
From septic tank to well: 50 feet
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Au~ed DEQ Agent
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This oermit will expire after one vear unless the svstem has been insoected. To obtain an inspection, make a
drawing of the system 'as installed on the form provided. Submit the completed form to this office and the
inspection will be scheduled. Final insnection for sewal!e systems cannot be reouested bv teleohone..
LANE COUNTY ON-SITE-SEW AGE OFFICE
125 E 8TH A venue, Eugene OR 9740 I. Ph: (541) 682-3754. Fax: (541) 682-3947
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4TTENTION" Oregon law r~u'lTes 'Iou to tollow
'ules elimlted by the O(sgon Utility Notification
I;.nte' The.. rules ere sel 'orth in OAR 952.00~-O010
Ihrough OAR 952.001-0090 You"'y obI... cop.e.ot
'ha rulo, hy ..mn9lhe cent". \lIole: Ihelelephone
',umll.. ter Ihe Otegnn Ulilily NotificallOl1 Genla' b
'50JI2J2,19871.
DATE RECEIVED fo/97 JOB NO. 7''1/;::'03 -
'ZONE OCCUPANCY G"~I~IP
UN'T(S) OCCUPANCY LO,J\r
STOR1ES J TYPE CONSTRug.!Q~
LEGAL,'~E5C~!"N '7f}~~;..n g4~eD
M'DRE~5 .d..;Y..7.lt!:.
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TH\! CONTE".~~:': H~.)S. -:',.,,: HNJE BEEN REVIEWED. W1T~
ALTERATIQi.J":~ 'N0IL;~':::e :;.', COLORED PENCIL. CHANGE~
OR ALTERk"fl\":'I'-:- "''Ii,~~': 'TO "fHE. APPROVED ORAWING~ OR
PROJECT AFT!:-" '!;.'~': t'i.\-rE pEL..OW SHALL BE APPROVED BY
THE 9UIL.OH..jG. OFF'ICIA:".
C,TY OF s~' OR'G~bl..
!'PPROVED BV RIl.L; . DATF..~
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~ 1 ~ ~~ IS follow rules adopted by the Oregon Utility
J ~ ~t'YI\ Notification Center. Those rules are set forth
_ ~.~ in OAR 952.001-0010 through OAR 952-001-
~ ,6, - . ~ t'\\ _ 0090. '(ou m!!y obtain copies of the rules by
'11> calling the center. (Note: the telephone
number for the Oregon Utility Notification
Center is 1-800-332-2344).
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THIS PERMIT SHALL EXPIRE IF THE WORK
AUTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED OR IS ABANDONED FOR
ANY 180 DAY PERIOD.
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20'x181 Intermittent Sand Filter* with Gravity Discharge
* Configured for loading rates up to 1.25 GPDIFT. 2 Follow appropriate intermittent sand filter design criteria.
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Orenco Systems<El
Incorporated
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1-1/4" PVC Manifold
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>> Orifice Shield
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814 AIRWAY AvENUE
SUTHERLIN, OREGON
97479-9012
24"
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TELEPHONE:
(541) 459-4449
FACSIMILE:
(541) 459-2884
4" Class 125 Slatted PVC Pipe-..
(1/4" wide slots 2-1/2" .
deep at 4" an center)
End Cap
J/4" PIIC Laterol
(w/ 1/8" dia. orifices)
From OS! Effluent
Pumping System
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Air Coil System
TOP VIEW - 20'XIB' GRAVITY DISCHARGE SAND FILTER,
SCALE: I' . 5'.0'
Note: See additional details on
EOW-ISF-S-J
Potent # 5,360,556
(i:) 1998, Orenco Systems, Inc,
EDW-ISF-2018L-l
Rev. 1.0 (2/98)
Typical Intermittent Sand Filter with Gravity Discharge
In cold weather applications, slope entire transport line
and manifold system to drain back into tank. If draining
back is not possible, reler to non-drainback orifice detail
on drawing EDW-ISF-S-3.
4" Class 125 Slatted
PVC Underdrain Pipe
(may be laid flat) PVC Lateral
PVC Boot With Ori/ice Shields
Filter Fabric Air Coil System
'~~:P: t~;:a;OCk.~ LL..., \ ul .I .... ~~::'n:o:alve
6"-8" Loamy Sand .._._-_..~,'" Sand (back/ill
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1/2" - J/4" Rock " ~Air Coil
JO Mil PVC Liner
2" Sand Leveling
Layer (below JO
Mil PVC liner)
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SIDE VIEW - TYPICAL SAND FILTER WITH GRAVITY DISCHARGE
SCALLJ/S' , {'-o'
Note: See additional details on
fOW-ISF -S-J
Potent # 5,360,556
, @ 1998, Orenco Systems, Inc.
Filter Sand
(reler /0 sand grada/ian
ranges on drawings
ETD-ISF-SG-' &
ETD-ISF-SG-2)
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SUUllRUII, ilR[GOIl
97479-9012
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Rev. 1.0 (2/98)
Tom Noice 10/1/99
Pump Selection for Pressurized System
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Orifice Size
Residual Head at Last Orifice
Lateral Length
Total Number of Laterals per Cell
Orifice Spacing
Distributing Valve Model (# of Zones)
Lift to Manifold
Discharge Assembly Size
Transport Line Sizel
Pipe Class/Schedule 1
Transport Lengthl
Manifold Size I
Pipe Class/Schedule I
Manifold Length I
Lateral Size I
Pipe Class/Schedule 1
Flow Meter!
.
Calculation
Minimum Flow Rate per Orifice
Number of Orifices per Zone
Total Actual Flow Rate
Number of Laterals per Zone
Total Dynamic Head:
Lift to Manifold
Residual Head at Last Orifice
Frictional Head Losses:
Head Loss in Transport Pipe
Head Loss through Discharge Assembly
Head Loss in Distribution Header
Head Loss in Laterals
'Add-on' Friction Losses
Head Loss through Distributing Valve
Head Loss through Flow Meter
Size Pump for:
TOTAL FLOW RATE
TOTAL DYNAMIC HEAD
0.125 inches
5,00 feet
17 feet
8
2.00 feet
1
5 feet
1.25
1.251 inches
401
45lteet
1 .251 inches
401
20.001feet
0.75linches
401
nonel
0.43 gpm
72
31,3 gpm
8
5.0 feet
5.0 feet
5.5 feet
4.9 feet
0.7 feet
0,2 feet
0,0 feet
0,0 feet
0,0 feet
31.3 gpm
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21.3 feet
7741 Mckenzie Hwy
S;;' f7- ?6 ft
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Effluent Pumps
112 Hp to 1 1/2 Hp
__60Hertz 115/230Volt__
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50
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EGGE SAND & GRAVEL L.L.C.
CCB tll00n7
U(U'I/\ . ~ ("(-("",,,,,,.,
TESTEIl III
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TEST OESCRImOll
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P~one 541-48&-15115
FAX 541-48!>-6532
90520 Coburg Road . Eugene. OR 97408-9467
S-. l S-. Ci q
DArE TESTED .
PUJIT
[.All
smVE ANALYsIS
~mple Description <; ~t\d P. Hu MtJ i ~
SIZE I RRTMNBD PBRCBN'l' PBRCBH't
RB'I'AIDD PASSING
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3/8 o '(0
..11 ,~7.3 . LU-
110 '/(,r,tI_ 2~,S 't
116 I 2S"/.. L (1,) .S'~
'. f30 . J '35"'1. f'_~ Cj
f60 tft;7. 3 zc4.~- I 4
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f60 ' '71.f 10
flOO I 111. &j i./: 3
rAN ~o 2~ -
JOh l Ll Cj{G, it 3-
MINUS 200 WASH
.. DRY WBIGII'r OF SAiIPLB , 'S 7S-' I
DRY WRIGHT ~ u_ WASH I ~ (" r. '3
WASHING LOSS
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BTARDAaw - tutlWum
100
. 90-100 ' I '
62-1oU
46-82-
25.55
5..i6
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( ) WASH ........ ......."10 AOBHT .
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OUB!/ty 99. " ,,,. . IJII(t COMtIllCl/on eerv1c9s 8/nce 1965.
2Lt~989:01 2~S9G8plpS 13n~9 ON~ ON~5 3993:WO~~ 9S:2, 66 20-d35
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fGGE SAND & <etA VEL L.L.C.
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Phone 541.485., 515
FAX 541.485.6532
CCB #106727
90520 Coburg Road . Eugene, OR 97408.9467
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TESTED BY
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TEST DESCRIPTION
PLANT
LAB
Sample Description
SIEVE ANALYSIS
S A~cJ ~'l \\ .L> r ,,,A \.
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SIZE RETAINED PERCENT PERCENT STANDARD -~
REMARKs
RETAINED PASSING
3/8 () 0 100 100
'4 72, I ('-0 9s- 90-100
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no I 3'19,,L ), (Ol~_ ~9 62-100 I
116 I 210,7 I Lj ,7 s-.1 45-82- I
'30 I zs 7, 2 '---lliL 3~ 25.65 I
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'50 324,L 22,1c 13 1)-20 I
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160 <)4, ~ 5/~ 9 U-I0 I
1100 ~ I, <l I (o, <4 ? 0-4
PAN <-IeoS.1 5,L
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MINUS 200 WASH
DRY WEIGHT OF SAMPLE
DRY WEIGHT AFTER WASH
[ ) WASH WITH WATER
[ J WASH WITH w~T,TING AGENT'
WASHING LOSS
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Quality aggregatas and construction sarvlcas since 1965.
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HOLD SLIP
APPLlCA TION:# SP 99-7380
LOCATION: South A St.
Marv LaVasseve
1705 Minda Dr.
Eugene, OR. 97401
lANE COUNTY ON-SITE SEWAGE PROGRAM IS HOLDING YOUR
PERMIT APPLICATION FOR THE FOllOWING REASON:
Your site requires a sand filter sewage disposal system, This entails submitting detailed
engineered plans of the sand filter construction as well as a new plot plan showing location of
the sand filter, drainfield, septic tank, house, well and distances between each item.
Detailed plans need to include: top view, side view, plot plan with location of each component
with elevations for hydraulic calculations, pump curve of proposed pump, and sieve analysis of
filter sand to be used.
William Martin
SIGNATURE
Seotember 13.1999
DATE
Mondav-Fridav 8:00 to 9:00
OFFICE HOURS
541 682 3752
PHONE
IF NO RESPONSE HAS BEEN RECEIVED REGARDING THIS MATTER WITHIN 30 DAYS THE
APPLICATION MAY BE DENIED.
LANE COUNTY ON-SITE SEWAGE PROGRAM
Court House I Public Service Building
125 East 8th Avenue
Eugene Oregon 97401
LANE
COUNTY
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Typical Intermittent Sand Filter Detail Sheet
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PVC La/eral
1/8" Orifice at Top
01 Lo/eraf
SIDE VIEW rap VIEW
ttTANDARD ORIFICE SHIELD DET~~C Orifice Shield
SCALE: r = /'-0'
f.
PVC Lateral
/, /510/5 for Draining
^ c-6( 1/8" Orifice at Bottom
-i }' '//' "I a/Lateral
rap ~ PVC Orifice Shield
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NON-DRAINBACK ORIFICE DETAIL
SCALE: /' = /'-0'
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Riser and
Lid (optional
Styrafoom
insula/ion)
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: ~ID~. ;. Automatic Distributing
: ~ Valve Assembly
Fram OSf [(fluen/ . .
Pumping System
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DISTRIBUTING VALVE DETAIL
SCALE: liZ' = /'-0'
. "Polent # 5,360,556
. (C) 1998. Orp.nco Svslp.fT1C: Inr
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8"
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J/8" Peo Gravel
Orenco Syslems<1!>
Incorporated
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814 AIRWAY AVENUE
SUTHERLIN. OREGON
97479-9012
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lELEPHONE:
(541) 459-4449
fACSIMILE:
(541) 459-2884
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," Slalled PVC
Underdroin
UNDERDRAIN DETAIL FOR PUMP DISCHARGE
SCALE: f' = /'-0'
2"-
J/8" Pea Grovel
6"
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1/2" - J/4" Rack
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Underdroin
UNDERDRAINDETAIL FOR GRAVITY DISCHARGE
SCALE: r = /'-0'
/ Valve Enclosure
8011 Valve
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Sweep Ell
FLUSHING VAL VE DETAIL
SCALE: f' = /'-0'
EDW-ISF -S-3
Rev. 1.0 (2/98)
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RECEIPT NUMBER:
PERMIT #:
TYPE:
SITE ADDRESS:
PARCEL:
APPLICANT:
Sf(~\~rf-
~
2000
2100
3065
4010
4100
- uescription
.
LANE COUNTY
RECEIPT
R99004787
SP997380
Sanitation--Permit
.
POSTED ON:
09/02/1999
17-02-36-30-01300
SUB-TYPE: INSTALL
PECK BRIAN
7740 S. A ST
SPRINGFIELD OR
744-6937
97448
LCPWRLH
Description Amount
\
New Technology Fee
Administrative Fee
Long Range Planning Surc
DEQ Surcharge
Sanitation-Permit Review
976.00
Current Pymt
10.00
117.00
39.00
30.00
780,00
~-I~-eqJ o/'7b~. e5'/'-o/7'..7.5'cfo
(aane REQUEST FOR ASSISTANCE. ::=~' 1S.f\.
I ounty LAND MANAGEMENT DIVISION 125 E. 8TH AVE., EUGENE, OR 97401 LiL _ . ',,-,:, "-
/~'S""'J ~"-
l'ubU, Works
Mail Permit To:
f./~ /...- I <'?~
Na .
170s MIJJp,t} _O.?
Adtes.
(,) ~ r-::' ,,/C" j} v-
City State I
Please complete all lines inside white boxes.
(Incomplete requests will be rejected.)
f3r(/",~ ..,- e"'ld/~.
Owner of Property
~~
7 '1" -(p 'i~1-
Phone
;;.. ~ '-(,')
er ddress
''//''
P _?,t7""':J(1,~fl
~J.{"
~'f3-~o~ ?
Phone
,C; Q,
q Q'J ?
lip
vl::J.d t' 1/
--L7 iJ )'
Your Address
/vi IN Olt
.
1/a- C,J!?,('".-// ,t7'7'rDI
Zip
I-I~,,... ~"'t' t O"u...fr./Lf,.~ Ivti 91{ .J,? it ~ -5::)'3"5
Contractor/Installer/Builder Name cee license # Phone'
Proposed work: -r:??J~
(' ~,;.::7
/--;z..,~
MAP/PARCEL NUMBER:
(Found on tax maps in the Assessment & Taxation
Department)
1'7 f)']
~~nge
Existing Buildings or Improvements
on the property:
House
Barn
Garage
Mobile Home
Shed
Industrial Bulldlng(s)
Commercial Bldg
Religious Building
Public Building
Other:
SEPTIC INSTALLED
Ves BP/SP#
No SI# '-f ,') - 'LlL
Water District Well
...K Ves
No
Va~tion of proposed work:
qOJD
/'t ...... ,1,./&-1,,_ :7."
; , ~
Directs to site from nearest major Intersection:
/l.(t1-i~, ~'t/(z.(,) /" 79t~ Y iyhf
-k)n ''[J'' 1"1j41- ,'L. t;<~"
-I ;j ,., ....~
}C;;
SectIOn
Jb.. ,~.,~,~
Township
Section
la:dol
Y.Section
Range
Site'~'lrtt~
~o. IA"
,
->/71""'''' (.),///
. ---- -
For Moblfe Home Placement Only~
Brand?'---...
Size (L&W):------.
Year: /'
License # (No starts with
Dista In feet ...............
from MH to: Water: Septic/Sewer~,
The signature authorizes the applicable programs to review this application and
assess fees as determined by Lane Code. The signature also signifies that this
does not mean that an application has been made until all Lane County
programs and applicable state divisions have reviewed the submittal. The above
information is also certified as true and accurate. I realize that false information
submitted is grounds to deny the application.
P-~?I
Zl t
Sign~,J /~~~
Date: q - Z - cf of
LMD staff can NOT be held
responsible for evaluations based on
false, Inaccurate or Incomplete
Information.
Completed
request
accepted by:
lCPW l~9
, ,
Date: