HomeMy WebLinkAboutPermit Sewer Connection Record 1997-04-28= 4+/l/rlr SP"'o(^{) Qet
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2425 N.34th s t.
2425 N 34rh s t.,
Sprin field
Tom lrlarx
34th s t.,
Mar
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97 477
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97 477
om
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x sides oJ thiscarefullyread B
APPROVED BY:
DATE
FEES DltE: .,
LMD 040 Bsv. 6/92
true
CALL FOR rsEE BACK OF FOBMSEPTIC FORpermltsaregoodtorone 687-406syear.ALL other permits expire alter 180 unlessdays lnspectlons are current.
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,-- -,^..'^n rnrc,r pE .=rvF-N FoR INspEcrIoN REQUESTS
AMINIMUMoFATLEAST24HoURsADV.{I.{CENoTICEMUSTBEGIVENF(
Have the following information ready when you call 6874M5
Permit numb€r - Job ad&ess - Type of inspection required ' - When it will be ready
Your name and phone nurnber - il' *""ti ditotio* to the site l
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-* *t* "**^' REQUIRED INsPEcrIoNs . ,oinforcins steel is in place.
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BLocK wAIr, t" * ,rr"ul "ri"r
r.*"*ir,g l, ir,prr"., but before -, *r*r*il.a The inspection is required for each boncw '#fr#::j;:ffi;
i^,ii p'iurvmlNc INsPEc"TioN: To be made j
;il*fr;i'il;ntc INSPEc'IIoN: ro bemadtr e
MOBILENANUTActi,n6-iooo*, o" or"*Tiri'rr-*i"rrJ-.n"rg."rir"-n"-" is connected.to ' app'r'oved sewer or septic
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Footings ano Prjs- T *":lY-:::;;;J
"".,in"a *t * required by Floodplun nnarut"'ll::'^-. .Fiar{nms shall be installed per enclosure'
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irspections required'
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"'*TT};X, PROCEEDING PAST THE POINT OF REQIJIRED INSPECTIONS WI
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SUBSURFACE & ALTERNATIVE SEWAGE DISPOSAL SYSTEMS:
when subs.rfa." *r,J*oio' o--.n*r. ,ry ##ii"iJ"{1r* r,otirv ri" cou,,tv r-Tl Y.-"ffTent Division-bv *b'ry]gf the installadon record
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iriit rt"iJ' Failure to mcet satisfacto'ry con
suBsuRFAcE sEwAGE DrsPos$:jPr'rLSi **o,"*t'*!Jn*
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Building forurdation
Wells or other water sources 50' 100'
FI
ENVIRONMENTAL HEALTH
125 EAST 8TH AVENUE
i:UGENE, OR 97401
SEWAGE DISFCSAL
PLA}.I APPROVED
permit# qll-17
DATE
BY
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Range ?-.section ,',# 5. I Thx Lot {'1"''/4
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Permit No.
DETAIL
1.1P tzt),.iq 5t * ot tt6 ,
System ET ('
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Lot Block .--.--.--------Parcel I
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System APProved O Disapproved E Needs Correctiea
FOR SANITARIAN'S USE ONLY:
COMMENTS:
System CaPacitY
INSTALLATION RECORD
evidence as Per ORS 454'
return all three (3) coPies
*
gal./daY Signature
Date f 'l/;' ,; ,.
When signed by the CountY certilicate is
sewage disPosal sYstem at the above location
ol this form to: Lane CountY
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To request insPection,
Service Building' 125 E.8th Avenue'Eugene, OR 97401
Land Management Division, located in the basement of the Public
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OFFIC€ 6HIEI.O OEIAIL
TOP VIEW
3() MIL Pl'C UNEN
PlrC
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OradEia'h€,Dmld
gruq6
rr.D!{
FIAEFGLAS9 LID wlTH STAINLESS
STEEL BOLTS ANO GASI(ET
PVC HOSE ANO VALVE ASsEMBLY
luo u rqcqll
atts h .te@*rtl
a-cl slt1?3aurTIEo
PT'G UNOEET'RAIN PIP€(ruy b. bd nil
aq
FLUSHING VALVE DETAIL
uv#dft'oed/
AOI.,STAALE
FU,AICOU n
PUMP BAEN
UND€BOEAIN
FN.ItN FAEEIC
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valvE sox
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UNO€NONAIN OETAIL
FLOAT ASSEMOLY OEIAIL
SIDE VIEW MI
2O'x 18'SAND FILTEH w/ PUMP BASIN
Defr
EUlg,
EE
EAEIN Vr/ml GEOMMEIE
FU'AI
BUBMERSIOLE
ttDt/a'a
20t6 P
GAOMMET
IPnPI\AL AIR @L
FLUSHINO VAI/E ANO
aa4'*o.o.)
Pt,C UNEN
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3" Top of wills typical
Access Riser
5"+
Access Port:
l8" Diamerer minimum,
Positit'n access so that outlctf ttinls .are fully cxposcd; samc forinlet when a riser is uscd
Coupler:
Neoprene (ASTM C-564) and/or
approved watenight equivalenr
Accesc Port
8' Diameter minimum; Position access
so that inlct firtings arc fully cxposcd
8' PVC inspocrioo pon w/ cap
8'epdvc
(8onl w/ PVC
PVCisat iank
ccrunt or z-pan cpoxy)
99'Top
TOP VIEW
Slope to drain away from tid
#3t @ 15'o.c. 4'
li4's @ 13- o.c.
Outlet
63'Top
Riser and Lid:
24' Dia ribbed PV(
polyurethane gasket
30' Dia. rcquircd p,
of bury grcatcr thin
All riscrs sholl be ar
walenight manaer
Lids shall be kcpt se
l'cl{
Rlser/Tank adaot
Cast into concrerdrc
(Bond the riscr and,
cemcnt or 2-pan cpt
orfibcrglass riser-at
rank cmbcd l!-*)
Pump dosing assemb
R-O. Optional
Slanttary Tce(s):
4'rnin. Dia- Sch.
PVC or approved
40 ABS,
g,
54
3"Taper(typ) >
rt" rarr' -l
31"93"
r 18" Minimum Lap Typical at all comers top and bonom
(2'Miaiwckar)
On
f
48"
46'
f
3t'
657o
t-
I'Typ.
' to 757o
Typ.
Min.)Rcdudqr Ofi/
of LL
l8'
U2'
#3's @ 18" o.c.
#4's @ 13'o.c.
#3's @ 13'o.c.
Wacr Alem
Ogtbml
l'Clcr
50.00
- 30 oslls - 5 stage
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@ 9193 4
200.m
30 osl10 F - 5 stage
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1il.00
100.00
I
i 40 OSI05 - Z staBe'
50.00
Refer to Pricc List page 5
t15VorZ30V I
20.00 30.00
1,/Z}{p to 1 1/2 Hp
SINGLE PHASE, 6OFIZ
115/230 VOLT
Pc#3
- 4 stage30 osl07
30 05 -3s \
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'Aveihbl
0.m
0.m 10.00
NET DISCHARGE, GPM
{0.00 i0.00
I
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l;}'clo
l'Cls
,4 hop
l-clry
F
l8'LaP*Use a holding clip to anchor
wall reinforcement to the
ute rior fratnc whi le be nding
lf4 @ 13'o.c.
l{ "t to center of venical
steel ir mid height
4'
l'Clc{
57"
VC nser w/ latching lid and
:et or approved
per ',40-71-200 whea depth
rn 36'
attafied in d pcmuncnt and
secu:elyfastcncd at all timcs
18" I-aPt
l'-'*l"Cl@
57'
END VIEW
General Notes:
Tank Yolumes: Total Volume: 1200 erll
Operating Volume: q87 galt
Average unit volume full depth : 2l gal,/in.t
Unit volume at typical operating deprh ; 22 s llin-!
pten
to!, j:-.r adapting to riser.
d adlptcr togcthcr w/ PVC
'po4. Sprcad around PVC
adr,ttcr. If riscr cast iruo
nbly
Loads:
Concrete:
Installation:
Tank Markings: Place marking on the upper most surfcce over the outlet.
Liquid capacity: 1000 sal.
Max burial depth: 4ft.
Max traffic (wheel): 2500 lbs.
Date manufactured: _
Permit no.:
Top = 4gn ,t1l:reral Load = 62.4 Wf
Concentrated Wheel Load = 2500 lb.
The septic tank shall be capable of withsranding long-term hydrostatic loading. in
addition to the soil ioading, due to a water table maintained at ground surface.
Soil Bearing = 1500 psf (rc-evaluate suppon bo:e if soil bearing is less or unequa!)
The walls and bonom slab shall be pourcd monolithically.
Reinforcing steel shall be ASTM A-615 Grade 60, fy = 60,000 psi.
The concrcte shall achieve a minirnum compressive strcngth of 4,000 psi in 23
dayli [c = 41000 psi. Concrete shall be ready mix with cement confoniring to
ASTM C-150. Type II. There shall be a content ofnot less than six and one half
(6 l/2) sacks per cubic yards and rnaximum aggrcgate size of 3/4 inch.
Water/Cement ratio shall be kept below 0.4, (W:C 0.351). Air-entraining
agents and librous reinforcement will enhance workability, curing and
warenightness of the tanh howeveq their usage is optional.
Tanks shall not be moved from thr: manuficturing site to thejob site until the
tank has ctred for seven (7) days, or has reached two-thirds of the design
strcngth. Proper curing techniques must be used to ensure watertipht hnks.
Installation. bedding, compaction, etc.. shall be in strict compliance with the
manufacturers standards and state of Oregon's on-site rules 340-7 I and 73. All
tanks shall be set level on a minimum 3 inch thick compacted sand or approved
granular bedding overlying a lirm uniform base. The base shall be stable and
uniform in order to ensure equal Lrearing across the tank bottom. Installations with
30 inches or less of ground cover may rer;;iie additional buoyancy considerations
as described in the manufacrurers instrucrions. A minimum cover of I 2 inches is
required over the tank in areas subject to occasional light whecl loads.
Test: Tanks shall be rested and cenified walerrighr per oregon on-Site Rules 340-7 t and 73.
Dcing: Dosing volumes not to exceed matimum limits set by Oregon on-site rules 340-71 and 73.
Maximum percent of projected daily flow: l0% to sandfilters ot 20?o in other applications.
Maximum discharge.rate from. single comparml€nt dosing tank 30gpm. Ftoot iid dosing
levels may vary within thc limits of thc oniile rules
Willamette Graystone
lnc.
P.O. Box 7816
Eugene, OR
9740'.1
Phone: 5O3-726-7666
Orenco Systems lnc.
814 Airway Avenue
Sutherlin. OR
9747919012
Phone: 5O345$4449
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SEPTIC INSTALLEO?
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Dlsricr-YesVNo
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lnddf.r f Buildcr / contnctor
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Ownor of Parcal (it not sarne as abovo)
Hnons
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PhoneCCB Uctrso #
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Dlrcdlons to clte lrom
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frAP, PARCEL NUMBER
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Site Address
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Mail Permit lot
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IN,AA
For toblle llome
Plaement Only
startc wift X)Lkrnsel (No.
Year
€iize
No. ol
x-___
Dlctane irom
Home tot
Water
LtD $aft can IIOT be held
responrlble for evaluatlonr or
recommendatlonr based on
talte, lnaccurate or lncom-plete lnformatlon.
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APP],ICANT MARX,
TL# 1,7021931_01-l_1
NEW BLDG TYPE
OhINER NME MARX,
CODE APPL NO
BP
BP
BP
BP
BP
PL #FIX/BATH:
NE COUNTY DEPT ENV MGT RE - .PT # 941.97 DATE 040897
TOM - ADDR 2425 N. 34TH ST., SPRINGFIELD
5 SUBDIV LOT BLK
USE R BDRMS O UNITS OO1 STORIES #BLDGS OO1 PHONE 726 1O7O
TOM ADDR 2425 N. 34TH ST., SPRINGFIELD
ACTION DESCRIPTION SQ FT UN]T COST VALUATION FEE DAYS
MECH
SUR
PCK
SDS LC
SDEQ
ADM
TECH
94197 SDSF
FEE SDSF
FEE
FEE
SWR: FT. WTR:
MECHANICAL FEE
STATE SURCHARGE
PLAN CHECK FEE
ISS
2
FT. RAIN:
sz
2sz
/ st orR
FT
57s.00
30.00
86.2s
5.00
CATG: PLN
SEQU:
TAKEN BY MLC
RA SDS ELE PCK
EST. COMPLETION DATE
1 31
DEPOSIT ** 596.25 CK