HomeMy WebLinkAboutSWG2024-00005 - SWG Application / Design - 1/3/2024 ea MASON COUNTY 415N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670.EXT 400
BELFAIR:360-2754467.EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360427-7187
On-Site Sewage System Permit: SWG2024.00005
APPLICANT Allison Thuotte Phone:
Address: 10105 Sales Rd s TACOMA, WA 98444
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 1731 E St Andrews Dr N
Primary Parcel Number: 321225000229
Permit Description: New SFR-3BR Nuwater+Subsurface Drip
Permit Submitted Date: 01/03/2024
Permit Issued Date: 01/17/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: 5540.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/16/2027 (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 Drainfield 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 055.
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
MASON COUNTY PUBLIC HEALTH DATE'+ECEMLD.
ONSITE SEWAGE SYSTEM APPLICATION AMOUNIRFCHVFD 3 „TT2 CO ZaTh m
t4 �Nfi:h Street,(Bldg 8) Shelton WA,98584 � 0 , — O N
g to
Shelton: 66-02A96]0 exL400 BeIf ir:366275-44b]ext 400 SWG ._—U--a__4 - 00 CoS O A
2 4a
APPLICANT PHONE Z
ALLISON THUOTTE 253-241-8425 3 A
m m
MAILING ADDRESS•STREET CITY STATE ZIP CODE
10105 SALES RD S TACOMA WA 98444 c
SITE ADDRESS.STREET CITY.ZIP CODE 3
CO
1731 EST ANDREWS DR N SHELTON WA 98584 m
73
NAME OF DESIGNER PHONE ••
ADAM HUNTER 3607531226
NAMEOE INSTALLER PHONE k\
TBD w
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE O 1
IS NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL lb
V
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL 0 (�0 TABLE 9 REPAIR Q SINGLE FAMILY COMMUNITY/PUBLIC WATER SYSTEM Z 11
[' TANK(SI ONLY ❑ COMMERCIAL SYSTEM NAME_ IAKFIAFR¢x
[' UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE
0 EXISTING FAIT LIRE "Record Dawns required22 29 W I15�
for av Ins
tallations" r y-.
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gale) 0
E ST ANDREWS DR TO SITE ON THE LEFT. x IC(113 I
p
r I
ti
O
11
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I M
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for repmnng purposes)
O VOLUNTARY O MAINTENANCE/PUMPING DBUILDING PERMIT ['HOME SALE ['COMPLAINT ['OTHER:
INSPECTOR 901E LOGS COMMENTS I CONDITIONS
l 24 sc 4-0 wMp
z 2-p Si, fro " r
3 30 cc Fo 1/44
SOIL CODES:
V-VERY G=GRAVELLY S=SAND L-LOAM 9,-.SILT C=CLAY E=EXTREMELY R=ROOTS
IN59ECi(�R 51(f1Ai HE DATE APPLICATION EXPIRATION DATE A LI • •N APPROVED EY DATE-1I1h A '�'� - lI - F A 1H17 . 1
ii, J,
THI FOfBE SCANNED AND AVAILABLE FOR PUBUC VIEW ON THE MASON COUNTY WEBSIT REVISED Lvl¢315
DESIGN FORM—PAGE ONE Assessor's Parcel Number: .3 a /000,— „6—o — _�_0�'42, 9
A design will be reviewed when 3 copies of each of the following are submitted:
v Completed design form that has been signed and dated. ° Scaled layout sketch,including all applicable items on checklist
v Scaled plot plan, including all applicable items on checklist. e 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: II"X/7"
01005
ppi�pp PARCEL IDENTIFICATION
Permit Number: SWG 7y/),Mt V — 0100 Designer's Name: ADAM HUNTER
Applicant's_Name'. ALLISON THUOTTE 360-753-1226
Designer's Phone Number:
Mailing Address: 10105 SALES RD S PO BOX 162
Designer's Address:
TACOMA WA 98444 OLYMPIA WA 98507
City State Lip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendon I3iotiltcr 0 Sand Filter 0 Mound ❑Sand Lined Drainfield 0 Recirculating Filter.Type:
'Aerobic Unit Make/Model BNR600 0 Disinfection Unit MakeModel Other:
Drainfield Type
❑ Gravity 0 Pressure 0 Trench 0 Bed IciSub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class DRIP
Daily Flow: Operating Capacity 180 Length 150 ft
Daily Flow: Design Flow _ 240 ppan�n/I(ter 1/2 in
Septic Tank Capacity 1060 4Nun 2
Receiving Soil Type(l-6) 4 _Ric, p J�4bl:r tin 1.5 _
tik t ft
Receiving Soil Appl. Rate 0.6 gpt7 Vi S! r0�4 Orifices
Required Primary Area 450 ft2 ttpivNt nbtri c ccs 300
Designed Primary Area 450 fie Diameter DRIP in
Designed Reserve Area 600 ft1 Spacing 12 in
Trench/Bed Width 21.5 ft Manifold
Trench/Bed Length 23 lt Schedule/Class 40
Elevation Measurements Length 40 ft
Original Draintield Area Slope 3 / Diameter 1 in
New Slope.If Altered N/A %n Preferred manifold configuration used? IVI'Yes 0 No
Depth of Excavation up-slope 9 in Transport Pipe
from Original Grade r„Wn-scope 9 in Schedule/Class 40
Designed Vertical Separation 12 in Length 30 ft
Gravelless Chambers Required? 0 Yes d No 0 Optional Diameter 1 in
Pump Required? M'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses day 12
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 20 gal
Orifice ft Chamber Capacity 1000 gal
Uppermost Orifice l 'lTigher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity(q Total Pressure Head 6.1 gpm YTimer 9Clapse Meter Off ventCounter
Calculated Total Pressure Head 881. f If Timer: Pump on 20 GAL pump off 2 HRS
Comments
DESIGN FORM —PAGE TWO Assessor's Parcel Number:3,2_L 3-- SV - QL aas
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
F21 Test hole locations Drainfield orientation and layout Reference depth from original grade:
g Soil logs Er Trench/bed dimensions and M Septic tank
g Property lines critical distances within layout a Drainfield cover
g Existing and proposed wells Ef D-Box/Valve box locations Reference depth from original grade
within 100 ft of property V Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks, and locations 0 Laterals, trench:bed,top and
surface water and critical areas a Observation port location bottom
12 Location and orientation of Er Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ' Manifold placement ❑ Sand augmentation
components g Orifice placement Other cross-section detail:
V Location and dimension of Observation ports/clean-outs
primary system and reserve area Lateral placement with distance P
to edge of bed Other Information
ll Buildings
g Audible/visual alarm referenced Yes No
g Direction of slope indicator
Ef Scale of drawing shown on scale r2r ❑ Design staked out
Waterlines ❑ ❑ Recorded Notices attached
g Roads,easements,driveways, P ❑ ❑ Waiver(s)attached
A
parking R p V E ❑ ID Pump curve attached
JA
N• North arrow and scale drawing AN / ❑ ❑ Evaluation of failure
shown on scale bar 11A90hC;: f 2024 i Non-residential justification
/ck in +.,,,_.. 0 0 Waste strength
dew
ocy?,% qc,:/r 0 0 Flow
DESIGN APPROVAL
The undersigned designer must c notified ry installer at time of installation Yes ❑ No
1/2/24
®Yg4of Designer Date
The undersigned has reviewer th • der n n behalf of Mason County Public Health and determined it to be in
compliance with state and local,o .site re:ul. lion•:
Iinviro.f�sil ealth Specialist Date
CAUTION: DESIGN APPRO AL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
V. The design is stamped "Approved"by Mason County Public Health.✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: I 1(
—;,,-)
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must be installed by a certified installer,
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12•7/2015
• d
N
p N
p, -j
t N I
— .-Si1
o
a o
c
II I U
N 1 II x" s ^£Sill iB ill BS$Ad`^ fish I5 gill'
!� €a 31z.,1t 9s l•
gS $$Ip EE �d3 E ; is:so s_xEiz gsa gad@
` 3 e 1 ffl H !EE ppe 3gqse``' awls p@ B ;IV
O ygRai %Bpssijii aIkl G4 .Ip'i. Yil °gsa,9fLeg `o paga lit
EH iE
- E^ s �s3 €S €
Cr) iP t33a i Ia§ Qa !@� 5 —1Ri a 1 F r
o .sgs 3� �s 1
o s a 'c • "s - E
e o
o kk ='S - s e — a
y F g 8 8 g.' s!s a 'i "
co
o 4 y e@ g
C
C Eg
A s
c
0
o
m a
co E• ti-LL
a 4 e . f $ 1
a
CL
1iI11 Ij � Esa1a • ? fI
� � a Ji
S $
1
fa
f iIi I
Z 6
2
1.E:in
.Orenco Technical Data Sheet
SYSTEMS
Using a Pump Curve
A pump curve helps you determine tie best pump for your system.Pump curves show the relationship between flow and pressure{total dynamic
heap or"TOH"),providing a g'aphical representation of a pulp optimal performance range.Pumps perform best at their nominal flow rate.These
graphs snow oolimal pump operation ranges with a sold line and flow ra'es outside of-hose ranges with a dashed Tine,For the most accurate pump
spec!ficatlon,use Orenco's PumpSelect'software.
Pump Curves
500 1 , III 400 1
PF10 Series,60 Hz,0.5-1.0 hI 1
P - PF20 Series,60 Hx,0.5-1.5 hp
400 _ —l- — 350 j ...._ - _,-. I
m PF2a15
y PFID10
.. 350 T. T^ y - 1 __
c 3O0 -
cz 300 PF10O77 C 'HMO
� L.
I F. 250 ft-1-- 1
m
250 4F1005f- a a I
ea
as
b a __ E 150 PF20O5 4
I
' 02 '
_ y 100to - �50
4 6 8 10 12 14 1fi 78 0it4oI
Flow in gallons per minute(gpm) °gallons per minute(gpm)
x
906 -r
JPF3050 H_ 1 ' 1 1 1 T
.....,I, Series, Hz,0.5-5.0 hp r
PF30S 60
I
IP sod a
�§ 1/2/24
u 400 PFweg� - ��
W IPF3015 1
300 T 1r
L 3F30101 C i.r.
iii 200 1... \� 2
I-. PF3007— . �`a - 4zI
top ipme5i \ � _ ,�.24«.
o
0 5 10 15 20 25 30 35 40 45
Flow in gallons per minute(pm)
gig-Pu-PF-5
Row.3O 01rz1 Drone Systems°•800-348-0843•+1 541-459-4449•www.arenco.cam
Page 4 of5
c AF mZ '
m co 0 m z > < a nc < O9nyxnccx c _
lcrNn co Zx m = emA rw i > mr IZ
- MAA < OO < OZm OC nOz m C or mz mO A OOm Z > On C mCm0j � Z C O m C m c m Z < F m Z w m m w 0 T0
O c AXAODO A CO Z ➢ AZzZ -1AOm Z Z _ m
ZAcO ZAOn ~ zxmO cZ _
CO OoO mmz < Tw
A <D mmS L on om n O A O ~ Z A m O -N j ~
C nA ; t 0 _, Xy C _ < rrr
OM r > rF O d O CO ODso r
om < pmm ria m ? r o oo s m m m 4nmoOo z DxM mA Dm o < zz ccoy o m
O 9nm Zzm nma7moS y mm Z o
F cA mrnr, DfODm nO2yO IcIflri
T N m > O o ➢ A
m i al
2C rZOm z mo A mo cO _nA -iO A TmA m C m O -1p m_ A m m m Z " -5 r m O Z> m om c m mn =
0 < A r Z
0 m x m mx y xm
S S m SA U� 2 _�Z O
O m al
D < Z K m A C Z O m 0
A a A Z o C z D 9 0 n_ m r
y j O x O X vAi Z b m
0
~ n m m A m O m �g Z
I
m < c y r z K Z Z mO A o m D
m m
z
s
r `. ,
zF zg �T e Afi ccS'' A g E.
ags-m
as 2 ao k \\ Ma\ " \iE \3\0\\\ � \61 A \�\\\I A_
aaam $g EP ;
\ S �AVA�A `ovA- �` �'eA Ail, \Vr A A, I1
_ 3 �Vv vvV $�� �$ ` '�i� A AVA\A �
300 f �\ \� \ ,o \\ \\ \ `\ \ 23, '0
s 3.� •,vAV AvAv v ��,v� �\ ��.�A1I p , y A za
3 F 3 1 PE (r �`� ` 1 o z
ET,i o a P 5 a - - �• f'P I\ n , m OZ
3 3 o J Z4, i m O
0 0 Al A `o
m
/ A 7] ��a/t O
y r /' m
i c z D_
p
N. t 4 N /i 2 m r
f n1 m p`c0 C z
`✓ ' x / v r
a f -' z m
-0 nK v < x
r N m
om op / 2 m
Q fl
9® : : �^z oo zn / y z
co y '^ cO G D^' z : s -♦
ri ' C Zm imo :y l ? 111)
n '' '0 z m
m
A ra ra8 ic- �� L m Z � 'n ill a
7wizr.1i _ IP
,.
m .
f 0 iN = N O i�
m zn r C Inn
I,,. 4;1
ro eU
r
1
1' d a 3 I
I .
� m . _ r i f I
p'11
5:5
i'l w � : o ;'
a Q
(Si :
z If� 5 0o _
i al*I \ O rnw z
ur
zi ' . m Q pa o° qI I t o w C4 '
rc Fa i c
¢ y Y ai• gk > ai 2 2d `) p
h -r_-]i ° 008 z
I
w 6
f NoO a ` ` oo £
w 0 o p •di z o
15 —I0 _I V Z U F 9 3 _ m
a
J _
m
a O o O N
w > z ¢ = m ¢12 rOu Z0 ¢ n nIALLi
W OV Z 2 W LL r 204
W020Z Q
'L ¢ z , o O
W we c W N
d$ Q
Cal 2wiF s W Cm p
y ' 2 go 5
N --
Nao3E
CO 3 rnwpp § a
/M W' H n n Lup
a -
CIL o
v
r
4;,i u i
Cif
z
a
2
w a
3
CDE
a rc
m CO
s
g w a
E a w
CO w a a q
0
Ur 2
0
CC I m -Ul
�\ �p >
CC i 0 2- W
1 a 6 \\ OCL
0 1 0 U \ r
f 0 z aO.
A , • rah
Q rc w
� VN O o A�\,T N
�^ . 15 q
2 O �A ¢
15
II m 2 r
E � ' 9
O'
O
W
I ��
O� m
nl Y vWi 3
ap O
Am V
N
O
\ o
o
qCO
m
�o • o w � ' o
W a
i
a
a
N
2
a.
e
cu
a
U
N
r ( /.