HomeMy WebLinkAboutSWG2023-00108 - SWG Application / Design - 3/22/2023 MASON COUNTY 415 N 6TH STREET,SHELTON, ,E 98584
. SHELTON:360 427-9679670 EXT 400
} BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00108
APPLICANT MAHONEY MARGARET Phone:
Address: 321 E AGATE DR SHELTON, WA 98584
OWNER MAHONEY MARGARET Phone:
Address: 321 E AGATE DR SHELTON, WA 98584
SEPTIC DESIGNER CINDY WAITE-Septic Designer Phone: 3607010205
Address: 80 E PICKERING LANE SHELTON, WA 98584
Site Address: 321 E Agate Dr
Primary Parcel Number: 220185000197
Permit Description: Repair-3BR Pressure ( Nonconforming, 12" VS)
Permit Submitted Date: 03/22/2023
Permit Issued Date:
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/30/2024 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
C •C
MASON COUNTY PUBLIC HEALTH DATE RECEIVED
2- — cn D
ONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEIVED RECENED BY
�` N o
cp
415 N 6th Street,(Bldg 81 Shelton WA,98584 Cl'R
Shelton:360 427 9670 ext 400 Belfair:360 275 4467 ezt 400 S`^�� )O�� _ �> O
VV o
Z 6
Z D
APPLICANT PHONE >
mMARGARET MAHONEY 360-229-9947 m m
MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE r.
321 E AGATE DR SHELTON WA 98584 c
SITE ADDRESS-SAME STREET.CITY,ZIP CODE co
nn ^ m
11IMU m
NAME OF DESIGNER lJ PHONE I N
CINDY WAITS MAR 22 2023 ] 360-701-0205
—NAME OF INSTALLER PHONE N
TBD By o I CDCHECK ALL APPLICABLE ITEMS KING WATER SOURCE
C
❑ NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL (n
Pi REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL Z
El TABLE 9 REPAIR 0 SINGLE FAMILY p0 COMMUNITY/PUBLIC WATER SYSTEM 103
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: TIMBERLAKES WS 1
❑ UPGRADE TO EXISTING ❑ OTHER BEDROOMS LOT SIZE �/p Cal
Eic EXISTING FAILURE "Record Drawing required 2 1491X801 coW
for all Installations" r I C3
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) g 1
GO INTO TIMBERLAKES, TURN RIGHT ON E LAKESHORE DR W, TURN LEFT ONTO
XICD
AGATE DR, ADDRESS IS ON THE LEFT SIDE OF AGATE DR. 1 o
r I _,
la)
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reportng purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT M6-SALE ❑COMPLAINT 0 OTHER'
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
.1-.; ( l I
?.-0 G4) 1-1-) \x\ \
, \ ..'..\-11
IP
SOIL CODES: T
V=VERYRY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAk E=EXTREMELY R=ROOTS
INSPECTOR IGNATURE DATE APPLICATION EXPIRATION DATE ,P LICATION APPROVED BY DATE
/ ? ,j ?3o—Z3 330 -may �3 _�)
THIS OR AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBS! REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 8 — 5 0 — 0 0 1 9 7
A design will be reviewed when 3 copies of each of the following are submitted:
"Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist
Scaled plot plan, including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum paper.size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG aD 2 — 00 Ip9) Designer's Name: CINDY WAITE
Applicant's Name: MARGARET MAHONEY Designer's Phone Number: 360 701 0205
Mailin Address: 321E AGATE DR 80 E PICKERING LANE
g -----_—_—_—___--_-- Designer's Address: _
SHELTON WA 98584 SHELTON WA 98584
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainlicld ❑ Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
0 Gravity 6t1'Pressure [if Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 1 SCHEDULE 40
Daily Flow:Operating Capacity 180 gpd FLITS C ` 50
ft
Daily Flow: Design Flow 240 gpd ht' et 1AR 2 'L 1.25 in
Septic Tank Capacity 1060 INFILTRATOR gal '„uber 3
Receiving Soil Type(1-6) 4 oration 9 ft
Y--�..
Receiving Soil Appl. Rate .6 gpd/ft2 Orifices
Required Primary Area 400 ft2 Total Number of Orifices 30
Designed Primary Area 450 ft2 Diameter 3/16 in
Designed Reserve Area 400+ ft2 Spacing 60 in
Trench/Bed Width 3 ft 4 , Manifold
Trench/Bed Length 150 ft Schedule/CI11/ SCHEDULE 40
i
Elevation Measurements Length A,. „,11 2 ft
Original Drainfield Area Slope 3 % Diame -Y1As ��911 2 in
New Slope,If Altered % Prcf;. da o t•uration used? ❑ Yes 0 No
Depth of Excavation up-slope 9 i,� ";. = s�/.
in ansport Pipe
from Original Grade Down-slope 8 in .o `' �,1
dulrb{� too4s WAITE s 1 V 1' SCHEDULE 40
Designed Vertical Separation 12 in 0, LICENSED DESIGNER /
ar�..r.'��M wok ����ve. 35 ft
Graveness Chambers Required? 0 YesXc''Hts 05'10,
qNo 0 Optional Diameter 2 in
Pump Required? fib Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specification , day 6
Difference in Elevation Between Pump Shutoff UPper osOosYqtti 30 gal
Orifice s; ft
ApR 0 iC�er C,' . . .° 1060 INFILTRATOR gal
Uppermost Orifice 66 Higher 0 Lower than Pump Shutoff t� Pump controls: Please check those required. `��
Capacity @ Total Pressure Head 17.7 gpm' N'''i 66Timer
gElapse Meter l;?l Event Counter
Calculated Total Pressure Head 7.20 `+;-. `
— -- _ ft - .- If Timer: ( amp on ,Pump off
Comments
PREFER GRAVEL BASE DRAINFIELD IF POSSIBLE. DESIGNER TO BE NOTIFIED AT TIME OF
INSTALL.
[11111.111' ,
DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 0 1 8 -- 5 0 -- 0 0 1 9 7
Permit Number: SWG
l DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
la Test hole locations 62f Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and
g Septic tank
Property lines4,..iyx
critical distances within layout Drainfield cover
•fisting and proposed wells D-Box/Valve box locations
within 100 ft of property Ri Septic tank/pump chamber Reference depth from original grade
and restrictive strata:
GtJ leasurements to cuts, banks,and locations 17 I v I. r',t,tAl,
surface water and critical areas gObservation port location Laterals, trench bed,top and
bottom
1141-1?ocation and orientation of lif Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement ❑ Sand augmentation
Licomponents PI Orifice
Location and dimension of placementOther cross-section detail:
primary system and reserve area g Lateral placement with distance gObservation ports/clean-outs
to edge of bed
66 Buildings Other Information
[fill Audible/visual alarm referenced Yes No
66 Direction of slope indicator p 1 .} rvi w
C Scale of drawing shown on scale Cf 0 Design staked out
Waterlines bar ❑ 0 Recorded Notices attached
6i Roads, easements,driveways, 0 0 Waiver(s)attached
parking g 0 Pump curve attached
g North arrow and scale drawing e • -- --- Cd 0 Evaluation of failure
shown on scale bar ik7a-t NVeN ci Non-residential justification
ati4,�GL 0 0 Waste strength ll,
0 0 Flow
DESIGN APPROVAL
The undersigned designer must be notifi by installer at time of installation g Yes 0 No
+ 3/ 2Z / 21) 2 3
Signature Designer l Date
The undersigned has reviewed this d• 'In on behalf of Mason County Public Health and determined it to be in
compliance with state and local o regu .lions:
:Ai .4� --3-z3
En romrr Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. _ V
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 3— -3 -2
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
\g
Please Note: The system must be installed by a certified installer, v
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is require
PP R 0 V E I
This form may be scanned and available f blic aso ;� my Web site.
Updated Date: 12/7/2015
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
Mason County WA GIS Web Map
•
i • ' :. ....---- 11--- ±
--- ------...... ', -.1-:\, _____----- ,____--------\\' \-------\.cam - _ ,' I (-. - r r )1 1
�— t 4 t i
f ��` ��s jr I 1 t j
z; .�, f tti ti
,..„--:,.._....„..\____/ ,
...{{{JJJ .��'-_��.7 44../.......-z•,.....4:„......
%r --! / • �r3' .^ Ill,
•
-..-...-.._,_\ -7 IC.,,,. , . ......' ' -..
,..� - • .
r /
\\:\C\/mil /]/4L. . ..T.:;/
rr. `Y:- ti ' 1' 1
‘..",' \ .,.)
�' )Qt." Iy takeshoae 6r 1�1f
l
3/22/2023, 11:08:06 AM 1:3,072
0 0.03 0.05 0.1 mi
L-J County Boundary E i 1 i + ' ' ' ii
0 0.04 0.08 .13 ` �km
No Filled
Tax Parcels (Zoom in to :30y000)
Sources Esn.HERE,Garmin,Intermap,increment P Corp..GEBCO,USGS,
FAO,NPS,NRCAN,GeoBaso,IGN,Kadaster NL,Ordnance Survey,Earl
Japan,METI,Esri China(Hong Kong).(c)OpenStreetMap contributors,and
the GIS User Community
Mason County WA GIS Web Map Application
Bureau of Land Management.Esri Canada,Esri,HERE,Garmin,INCREMENT P,USGS,EPA,USDA J
i
•
0 , ,.. .
7?... > I Agate
U
Z E E •
< W co
F- �
W W
2Z Z � 1 4, �,p
Z F
< a ce 2 2 W °^S" 9 U, �L
g LU
Z t2 4, ,• s JI
ZQ � Q OO —"""_ 2 CI ,00I `��
UQ Q �. X W J J ""'---� LICENS D DESIGNER
Z J J — (/) O O O Z (V N
W 5 — - d. m i E.x tt. .i5 101 �Q .
Cm - - -osZ (AWX oo nn'�
W p O icy J Q J 1-- L V
XOr- N- (\IQVH > 5 (i (n —t- \ -t4.*--'
‘i
r-- CNiV") •t ►o (Dhaoo N
•
7
N
•
•
•
', 1 w
u J ` j
\ i •:]' 111
\ _..---\_.
T L itio r/ � -�
\ . '. — :___\ \ (!_i \
4�
CT' ..• _--------.. ..__..,....._______.------j
r a
; .
1
PPROVE
1 __
DV
;c °;:,1 APR 0 3 2023
1 h v) . .-;:fiU:C'• 7I,. "y^NiMIENTALHEALTH
,, I a r r .,.
0 " 0
L____ .142.•
Et r ft,. jf. p
— f' k - -- ,.
y__. .__..._ ...w t ,iiiL .� ems 3
)6 ' , Zo, , 3a- l
":- I •
Citicj Litsa J t.1 ....•
_____. _.________FAi ap _v_4_ . r__________
, .
o ,•• J
Ia,,, !12" VS. /II,
. i 1 ‘\'\(
/��� Cs1i,/4 ,� Jf
RO V
iffy 5 C 5Y .WAITE"./ (`t E
LIC NS£D DESIGNER 4, /Af �C/,
e_ *-.
���..��, ��1�t� APR 3 ?na3
EXPIRES US't0i �w",+ViV L�ll�rr�N i'
VfRONN1FNTAL NFA T�
Jam
Lateral # Length Length Orifice # Distance from Distance from end
# (Feet) (Inches) Spacing " Orifices feeder line of end of lateral
1 50 600 60 10 2.5 2.5
2 50 600 60 10 2.5 2.5
3 50 600 60 10 2.5 2.5
30
ITRANS LENGTH 35
GPM 17.7
K (2" SCHEDULEN 40) 284.5
FRICTION LOSS 0.2054785
Squirt 2
•
Elevation difference 5
TDH 7.2054785
Trench Depth
t lI if
v /V r
j la ' i. 20' I .Jv' I
"_ /v•
ti4/ "P�
S.�
OF�`SH 9�
r
er
y 51 41 i-2l*
O` Y WAITS ll ``
\
LICENSE ESIGNER \('
E)(PRIS OS'0/ P P A 0 V E ri
k APR 0 3 2023 ,
cuu;v r v FNvii-;,; _r, -
V'5 d
l ii a.%4.`4 jA _ I
Pia , �M.y0
N z 2 2
51 041 �' 'L‘
O`erl
CIN Y WAITE
SED ESIGNE
- .
S.XP RE: JS 10,
RISER WITH LOCKING UD
TO C RAINFIELD
PRESSURE LATERALS
A
i •I i' is• A
1i-! *� i
j.. 4 -I' 4 FLOW CONTROL VALVE
a M SLOTS AS
AEOUIRED
t 1
FLAP CHECK ,'
VALVE
.000)
LONG SWEEP 90 • ..- . . ';
DEGREE ELBOW
4 c
WASHED ROCK
SECTION A-A
DRAIN SUMP
\___ TRANSPORT PIPE FROM
PUMP CHAMBER
DRAINFIELD CONTROL BOX
(SLOPING GROUND; MANIFOLD BELOW LATERALS) I\\�J
APPROVE ,
.., :.4.,,
APR 03 2023 ... „.
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
ommift
I
' THREADED CAP OR PLUG
P 4'1`' 4fa_ d4- 1I 6.. PVC
/
------- - LAST ORIFICE;WITH
/ ORIFICE SHIELDS IF
ORIENTATION IS
BACKFILL r iORIFICE
/ UPWARD
MATERIAL \, i\\ �\Y \� '� \ \j-/7\ }
\ // � 6"-24"
r/ /"/ IY""/./"- i
O•r:
\\���O�O 0°000 -- PRESSURE LATERAL
PVC HOSE OR A\i\\oc° ° o`0 c Oo AS SPECIFIED
LONG SWEEP \/ o o/ \ oogi c
ELBOW / / \ / , /\\ DRAIN ROCK; 6"MIN.
/, \ / X\\,\ \//- BELOW PIPE
UNDISTURBED SOIL
6" PVC WITH DRAIN
HOLES; EXTEND TO
BOTTOM OF GRAVEL TO
MONITOR PONDING
iL INFILTRATIVE SURFACE
'A
o #t� MONITORING/CLEANOUT PORT
fki ���so (EXAMPLE) (/`, \\ ,
((j_ c 'U%"' 9i\ /a '11
r\� i- ��, lAiv
ir 51 1 ` APPROVED
CIN AITEECNER
•• APR 0 3 2023
E xPIRLS 0500, A
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
S-e rc A4, Pciv-41,
trrIFILTRATOR.'
.tic tanks
- — --
• Strong injection molded polypropylene
construction
p • Lightweight plastic construction and
t inboard lifting lugs allow for easy
,;' - delivery and handling
f, , • , I , I • Integral heavy-duty green lids that
,i 1 interconnect with TWTM risers and pipe
" I ', ''li t riser solutions
ItRrrrait1 w [*it or it at INW or Structurally reinforced access ports
eliminate distortion during installation
` and pump-outs
`, > r • Reinforced structural ribbing and
It _ fiberglass bulkheads offer additional
strength
• Can be installed with 6"to 48"
II of cover
The Infiltrator IM-1060 is a lightweight strong and durable septic tank. I • Can be pumped dry during
This watertight tank desi.41s offered with Infiltrator's line of custom-fit pump-outs
risers and heavy-duty 'ivI'tviltrator injection molded tanks provide a • Suitable for use as a septic tank, pump
revolutionary improve „ t int.. astic septic tank design, offering long-term tank,or rainwater(non-potable)tank
exceptional strength Arwa .y.htness. • No special water filling requirements
40SP F N:As, CIA 0 are necessary
/� �<4, A ti c 2-, ► Inlet Side
//,r _s. I o .r. , �� The tank may be backfilled with suitable
TANK CUTAWAYS 41i • '4°vr./"� -• '- - native soil.See installation instructions
y
for guidance.
CAD
N ED DESI N�R 146 , _ 1
LXPiRLS 05,10/ I I-
Partition le
baffle wall , • -
• / HEAVY DUTY LID
R' ...i : CUTAWAY
`• I Reinforced
\� i' ' , 24"structural
` ' f access port
Structural
- bulkheads
itt MID-SEAM CUTAWAY 0 Reinforced water tight mid-seam
..f gasketed connection
lit I I 1 i
H' ir
Protecting the Environment with cute Wastewater Etaafzt tf__ INFILTRATOR"
t,:ai8d ec ;itoloies
tit- ..>r
IM-1060 General Specifications and Illustrations
. -_Pi Ta,S'+.r ',FLAG-VC —WSERCOhkECTION
t'nl.n,• _+T:1-w., / ,TYPKA:I
The IM-1060 is an injection molded two piece mid-seam --t.- _ - _ ----,r-..--t—�... ,c:�
1
plastic tank.The IM-1060 injection molded plastic design4. I r I I �l
allows for a mid-seam joint that has precise dimensions n 'j'_ --�+ I ' I,i' I o I s ' A
for accepting an engineered EPDM gasket. Infiltrator's � f' ' - t v. !o% "-�M��.i. i J
gasket design utilizes technology from the water industry l —��� "•,"/�I Li I _I'lam' .' .. ; -5 RBA
to deliver proven means of maintaining a watertight seal. ':',~ 4 ',• I ' 1 i i I I 'r ,�_ �e` i;' 11 SBA)
The two-piece design is permanently fastened using a '' '--'t`� ,1 r.,r I ^ ` ei "I"'
series of non-corrosive plastic alignment dowels and � � __ 1 ' i I. '- i ,
locking seam clips. The IM-1060 is assembled and sold
through a network of certified Infiltrator distributors. ;_. - . 127t!1:261EJfILk10RIENGIH _ ____ -_ ._-,
Must be backfilled and installed in accordance with TOP VIEW
Infiltrator Water Technologies, Infiltrator IM-Series Septic D,I.EI
Tank General Installation Instructions and for shallow .� 1 6pt� 1f/ --- 1-
ground water conditions reference the Infiltrator IM- ,'' I ','V'11 li 1
Series Tank Buoyancy Control Guidance. ;,ii Il ?h.k 1, 1 10
:1' ll IIII!' li J II of c
. I ..1,I ' . Il' ,54.1
Please visit www.infiltratorwater.com/images/pdf/
ManualsGuides/TANK01.pdf for the latest information. . /I, ,. ll Jr: !' HEI HTR
'1P<.11, �'t ! 1it II 'III)1 I r
tII`f NP1 ..IN4:MAP- \ Il III I'
:Working Capacity 1094 gal(4141 L) Y�LAt. t �—- ----r
Total Capacity 1287 gal(4872 Ll END VIEW
Airspace � _._ _ 16..5�%.
Lt Length 127"(3226 rim) U.iw>' -01d'611.ALLE,S 1>Pt INIy VPTll IOCNG..l3`,•1.
____ we male. on '021 wr DR I Width 62.2"(1580 mm) — u nit E,T11 i. .10.2:260 FREEBOARD ABS'O TLEr TEt
: Length-to-Width Ratio 2.3 tc 1 rae `-.- ; j 16..: L
__� ABSif ___ OUTLET
Height I 54.7"(1389 mm) PER ,e -+— I PLR
fh I I LODE
l Liquid Level 44"(1118,.m1m) ,�, .t--
mm) 1 ,7 v-i r —T U FBERGIAS,
Invert Drop 3'(76 L Dora - Std 1'
•I I I TPICAl;
Fiberglass Supports 2 WALL WHERE
I`----�--- - -- --- ^•-•-- - _ --- _ _ I REQUIRED
�� - +\_1T�11/TN 1 i-t T-Zr----- _l.,J
I Compartments 1 or 2 - .11.1
Maximum Burial Depth ._,.�48-(1219 mrnt i fly SIDE VIEW
Minimum Burial Depth 6"(152 mm . -p .
Maximum Pipe Diameter _ Ti
_ _.._. 6"(152 /� c`ens 9�f' r ;mil
Gj 14�.a1v 0 F NK7OP - .— ` CONTINUOUS
Weight 3201bs dP ..9)`�-)47 . 1► f/ HALT \ 1 GASKET
51 \0'7 t, TANK 1 Ti,
CI E ITE I, INTERIOR I 1 1.
Ir- - SEAM CLIP
0 LICENSED DESIGNER 1 /�;
�� ,• r 53:1`v ���� 4 AI IGNMtNr --- -1
if— ItLs J510, DnwFl J
- IANK BOTTOM /�``�:Nus rims Pan,NMI H/LLF 1 /
t'.G-Box 768 V
Old Sayorook.CI 3ti47.
! (J F l LT R A T O R r i-7�'.Fax 8d0 5''-,0�1 MID-HEIGHT SEAM SECTION
1-soa221-aa36
www.infiltratorswater.com
.1.5.Patents:4. 5,017,041,5.15G488,5.336.01/,5.43'.116;5.401.4.':5„'1^u::a.,'6.163;a.63.6,r,6:S.r8d9.344 Cn'md'ar Pec.e,,s 1.32-3.B59;2.CU4,5G:Otru+patens penclog.If,I:ltr.tor,Ewd:2n
4:44.and SirtaINvie'are Imlslere.t t'arlPr at As Lf IdtzT•alxr Vla:H I e 1nI trcfied.Ildratx LI a rapnk ad trarle'1,a,I.f.'ne:•T'.1•e I'rE•to•Water Techro.04ea is a racasarna Iraawaark RI i,iex,co.
n,•-rrnl•.hlraalPa'h^O.P Tuff.CharlbrRSp& -.MultiPcr t.PabiLucl,.Oa cbr..4.Cu didia.i.Slept o.d..and Staughicscl.dm rade-erild ntL-ttlt.lxaWatarlec'r.olc;res.
.'olf La Is a h affordrk of Pnlyl.ok.Irr-.1.,t :I:t Ia a reg,sl?t'n rador•w4.et 1 U--'Ilk.INC.UIMR-NL e:?'reiomtn6 of PE):sac.
➢Ut IS rntlhratur/Vua.Ted,noloyiss.LLC.All r:yhts,dw,n O.Prntrnl 1 Li:.f,
Ir.1C2 111 d
Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436
a
IibeIjjPunips
A Family and Employee Owned Company
Pump Specification
FL30-Series
1/3 HP Submersible Effluent Pumps
�it
LITERS PER MINUTE ,� I
1W1-'
0 50 100 ,4d A
25 - i- i 150 200 I `'"
F
`-
- 7
r�
20 ,
•
- 6
- 5
15 - to
re
►- w
w f-
LL g P ��
Q - 4Z '`i4 sti9 V
N
.� J
r0 10 - 1 3 F0 O LICENSED DESIGNER
+.a
V /
4t
- 2
5 -
- 1
AE „.4„„..., , \\
PPROV
...
0 _ o APR 0 3 2023
0 10 20 30 40 50 60 '�
GALLONS PER MINUTE
Copyright 0 Liberty Pumps,Inc.2019 All rights reserved. Specifications subject to change without notice. FL30-Series,.Pl R9/27/2019
7000 Apple Tree Avenue Bergen NY 14476 I Phone 800-543-2550 i Fox 585-494-1839 - Email Liberty@LibertyPumps.com N Web www.LibertyPumps.com
Installation Notes
Pressure Distribution System:
22018-50-00197 321 E Agate Dr
1. The prepared site plan is not a survey. It's the owner's responsibility to verify property
lines, utility lines (water, sewer, power, phone and gas) prior to installation.
2. Pump controls to be set at time of installation .
• 3. Install system during dry weather with acceptable soil conditions
4. The tanks may be moved as necessary to accommodate building requirements. Septic
tank location must meet all required setbacks.
5. Keep wheeled vehicles off the drainfield area before, during and after installation.
Tracked equipment only,
6. All ground, surface water and roof drains must be diverted away from the septic tanks
and drainfield. Ensure the final grade slopes away from these areas and water doesn't
collect on or around them. Use swales, berms, catch basin and tight lines, curtain drains,
etc. to divert all waters.
7. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the
drainfield
8. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the
drainfield.
9. Install access risers on the septic tanks, valve box and ends of laterals.
10. Make sure septic tank risers are epoxied or caulked to cast in riser rings on tank.
11. Lids must form a water and gas tight seal with the access risers
12. Install effluent filter specified in this design at the septic tank outlet.
13. This system must be installed by a Mason County Certified installer.
14. Deviation from this design without prior approval from the designer and Mason County
Health Department will make this design null and void.
15. This design was sized per Washington Administrative CodeWAC246-272A-0230. The
operating capacity is based on 45 gallons per day per capita with two persons per
bedroom. The minimum design flow per bedroom per day is the operating capacity of
ninety gallons multiplied by 1.33. This results in a minimum design flow of one hundred
twenty gallons per day. This creates a surge factor of 33% but anticipated flow is ninety
gallons per bedroom per day.
16. Install laterals with contour of the ground
17. Install trench bottoms level and always maintain a minimum of six inches into native soil
18. Install locator tape on top of all drainfield laterals.
19. Install threaded clean outs at the ends of all laterals (caps must extend to within six
inches of finish grade and be in a valve box as shown on diagram.
20. Install audio/visual alarm 4
21. Filter fabric required over drain rock prior to bac lil!.. If the drain rock extends
above the original grade, run the filter fabric ate,::; t 2�fb�hes down the trench
wall.
ofS �1�
P R 0 VI
„„.,„ to,
r ;
5 E ITE 3%$4 • APR 0 3 2023
_ FL NSEC DESIGNER
� ?rON COUNTY ENVIRONMENTAL HEALT-
JBW
System Owner Responsibilities:
1. Operation and Maintenance is required by Washington State Department of Health and
Mason County Health Department.
2. The septic tank and pump tank should be pumped every three to five years or as
needed.
3. System owners are responsible for having maintenance performed annually.
4. System owners are responsible for responding to septic issues in a timely manner.
5. System owners shall not at any time change or alter settings in the control box.
6. System owner agrees to read and abide by information regarding their system in the
User Manual provided by Mason County Public Health.
7. Keep the flow of sewage at or below the approved design operating capacity.
8. Keep waste strength at residential waste strength parameters.
9. Spread loads of laundry through the week.
10. Do not use excessive bleach or detergents with added whiteners.
11. Do not shower, do laundry and dishwasher at the same time
12. Antibiotics can kill or impair the biological process in the septic tank.
13. Leaky plumbing can hydraulic overload your on-site septic system.
A% 11
1I
.)-1
II ,L Q4_,T1. 1i c4iiit ,1 ,1YJJ
4-v 'rfir; Z P4 r \
O7- CIN Y05 104 AITE ��,11 \\/
I' SE DESIGNER t
EXt'URES 05:t0,
' Bamford septic Repair,LLC
301 E. Wallace Kneeland Blvd STE#224-332 13607902364
Shelton, WA 98584
PROPERTY INFORMATION
Location:321 E AGATE DR
Shelton
Tax ID:220185000197
Mal To. MARGARET MAHONEY
321 E AGATE DR Use:
SHELTON,WA
98584-9009 GENERAL SYSTEM TYPE:Conventional (Non-Pressurized)
ON ID:220185000197
County Area:Oakland Bay MRA
Fald. ' ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT Fold
Here
Inspected:01/16/2023 - Inspection Type:ROUTINE - Correction Status:Corrections in progress Here
Company: Work Porformod By: Submitted 02/20/2023 by:
Bamford septic Repair,LLC Thaddeus Bamford Thaddeus Bamford
COMMENTS& GENERAL INSPECTION NOTES
Deficiencies Were Noted:Corrections are in progress.
System at end of life. Exposed and verified condition of drain rock,finding roots and soil in trenches.
Recommend replacing contacting designer.Perc holes are dug.
GENERAL SITE&SYSTEM CONDITIONS
The General Site and System Conditions were: Fully Inspected
Components accessible for service: — YES
All required service performed(if no-specify omitted Inspection items In notes): YES
-
Surfacing effluent from any component(including mound seepage): NO - -
Components appear to be watertight-no visual leaks: —YES
Improper encroachment(structures/impervious surfaces) NO
All riser lids securely fastened upon departure: YES
Electrical repairs needed. If YES describe in comments:
— N/A
Root intrusion on any components. If YES describe in comments: _ NO
Settling problems observed. If YES describe in comments: NO
The house/structure was vacant or used infrequently,assessment of the drainfleld was not possible. NO
ONSITE SEWAGE SYSTEM INSPECTION DETAIL
•isfribution:0-Box
This component was: Not
Inspected
D-Box in good condition:
D-Box outlets set to allow equal effluent distribution:
TANK:Septic Tank-2 Comparfrnont
This component was: Fully Inspected
Effluent level within operational limits(if NO explain in comments): NO In Progress
All required baffles in place(N/A=No baffles required): YES
Compartment 1 Scum accumulation(Inches,if other specify):
Compartment 1 Sludge accumulation(Inches,if other specify):
Compartment 2 Scum accumulation(Inches,if other specify):
Compartment 2 Sludge accumulation(Inches,if other specify):
Pumping recommended: NO
•rainfield(disposal):Gravity
This component was: Fully Inspected
Component appears to be functioning as intended: NO In Progress
Ponding present?If YES explain in comments: NO
Drainfield was vacuumed,flushed or hydro-jetted?(If YES,explain in comments) NO
Tins report morales canals cheraaarishcs of the onsite sewage system at the time of vest Is no ways)hie report a guarantee of operation or future pedormence.
ReportiD:1156714 View inspection reports online at www.onlinerme.com Page 1 of 1