HomeMy WebLinkAboutSWG2022-00635 - SWG Application / Design - 12/30/2022 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
1 i�Illiii��l BELFAIR.360-275-4467,EXT 400
- Public Health 81 Human Services ELMA.360-482-5269,EXT 400
- FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00635
APPLICANT BILL MCTURNAL Phone: 360-866-4594
Address: PO BOX 12048 OLYMPIA,WA 98508
OWNER CANNELL INVESTMENTS LLC Phone: 253-495-8404
Address: 8116 150TH ST E PUYALLUP, WA 98375
SEPTIC DESIGNER Jim Hunter Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 321 E Panorama Dr
Primary Parcel Number. 320215602013
Permit Description: New SFR-2BR Nuwater
Permit Submitted Date: 12/30/2022
Permit Issued Date: 10/09/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system)
Permit Expiration Date: 01/11/2026 (based on dale of inspection)
Permit Conditions:
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/healthlenvironmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH Fir
B`CF"FD' `Z � 3 a - �-�•-
ONSITE SEWAGE SYSTEM APPLICATIONAMOUNTF -IYED RE J c m
415 N 6th Street,(Bldg 8) Shelton WF,98584 "14.0 — <erveuuyF.V I 0 y
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Shelton.360-427-9670 ext400 Bellair.360-215440 ext 400 SwG �l 0 "\ 03 / 3 8 A
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APPLICANT PHONE > D
BILL MCTURNAL 360-280-2236 m m
MAILING ADDRESS•STREET CITY.STATE.ZIP CODE r
P 0 BOX 12048 OLYMPIA WA 98508 3
SITE ADDRESS.STREET CITY,ZIP CODE 03
32k E P0.Y\orw ile Svl,.L-Ta,v v,-P--- 9se1/4-( m
NAME OF DESIGNER
HUNTER 360-753-1226 I W
JIM
NAME OF INSTALLER PHONE I
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 2 I n0
J v NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL (/ I v
IJ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY q0 PRIVATE TWO-PARTY WELL Z I--
O TABLE 9 REPAIR If SINGLE FAMILY r COMMUNITY/PUBLIC WATER SYSTEM
O TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME'. I (�
O UPGRADE TO EXISTING 0 OTHER'. BEDROOMS LOT SIZE VE'�
O EXISTING FAILURE "Record Drawing inquiredInstallations" 01 I U tor.RInstallations" 2 r
DIRECTIONS TO SITE.BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.lucked gut$/ 0
0
x 0
I
O 10
I,_
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I f1 V
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reposing purposes)
O VOLUNTARY ['MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT DOTHER'.
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
l —1) Y S 4
5L / L0LEO 7f
3 �)O/ A5L iill 3 01022
1&y __ \ ' I
SOIL CODES.
=VERY G=GRAVELLY S=SAND L-LOAM SI=SILT C=CLAY E-EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE ION APPROVED BY DATE
ClI''�)IL lii APP TION
RBJ I�R'/B BE NDAVAIABLE FOR PUBLIC VIEW ION THE MASON COUNTY WEBSIT Ljtikk
REVISED y1615 f L�
DESIGN FORM—PAGE ONE Assessor's Parcel Number 3 D D I -- 5 Lo- 09 Di3
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
a' Scaled plot plan,including all applicable items on checklist. °Crass-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Mavitnom paper size' II"X 17'
� ,r� �y PARCEL IDENTIFICATION
Permit Number: SWO 2022 — c'(. JZK.5 Designer's Name: JIM HUNTER
BILL MCTURNAL Desi ner's Phone Number 360-753-1226
Applicant's Name: Designet's
BOX 162
Mailing Address. P O BOX 12048 Designer's Address:
OLYMPIA WA 98508 OLYMPIA WA 98507
City State Zip City State Zip
_ DESIGN PARAMETERS
Treatment Device
❑Glendon niofilter 0 Sand Filter 0 Mound ❑Sand Lined grainfield 0 Recirculating Filter,Type:
R'`ka-S/ Other:
'IS.Aerebic Unit Make/Made: N,/„Je2Sel 0 Disinfection Unit Make/Model
Drainfield Type
❑Gravity
❑ Pressure 2 Trench 0 Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow:Operating Capacity \ 0 U gpd Length 35 ft
Daily Flow:Design Flow 'L 4 O gpd Diameter 1 in
Septic Tank Capacity 500 gal Number 4
Receiving Soil Type(I-6) 4 Separation Le ft
Receiving Soil Appl. Rate 0.6 gpd/fle Orifices
Required Primary Area `'c 00 f'' Total Number of Orifices 72
Designed Primary Area 4 LU ft2 Diameter 3/16 in
Designed Reserve Area go R,, ft1 Spacing 96 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 14 r ft Schedule/Class 40
Elevation Measurements Length l 6 ft
Original Drainfield Area Slope Eire VD Diameter 1.5 in
New Slope,If Altered Y.2 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation up-slant 112 -' in Transport Pipe
from Original Grade Doan-slope ell.t in Schedule/Class 40
Designed Vertical Separation 12 in Length 60 ft
Gravelless Chambers Required? ❑Yes tit No 0 Optional Diameter • 1 in
Pump Required? lit Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 40 gal
Orifice z ft Chamber Capacity 1000 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls: Please check those� required. //
Capacity @ Total Pressure Head 42.205 gpm timerp161apse Meter Q'Event Counter
Calculated Total Pressure I lead 10.631 ft If Timer: Pump on Ib>.❑ , Pump off I aa--b
Continents
DESIGN FORM-PAGE TWO Assessor's Parcel Number: a' 02' E _ J (O _ 02 O I .3
Permit Number: SWG
DESIGN CHECIO ISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
❑ Test hole locations ❑ Drainfield orientation and layout Reference depth from original grade:
❑ Soil logs ❑ Trench/bed dimensions and ❑ Septic tank
❑ Property lines critical distances within layout ❑ Drainfield cover
❑ Existing and proposed wells ❑ D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 0 Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations ❑ Laterals,trencl✓bed,top and
surface water and critical areas ❑ Observation port location bottom
❑ Location and orientation of 0 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 0 Manifold placement ❑ Sand augmentation
components 0 Orifice placement Other cross-section detail:
❑ Location and dimension of ❑ Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
❑ Buildings ❑ Audible/visual alarm referenced Yes No
❑ Direction of slope indicator 0 Scale of drawing shown on scale 0 0 Design staked out
❑ Waterlines bar 0 ❑Recorded Notices attached
❑ Roads,easements,driveways, 0 ❑ Waiver(s)attached
parking 0 ❑ Pump curve attached
O North arrow and scale drawing 0 ❑Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑Waste strength
❑ ❑Flow
IIESIGNApPRO{VAL -'
The undersigned designer must be notifi •/le L sr: ' a/ me of installation ❑Yes FLNo
It l2-20 -2i..
Signat -e of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local o . egulations:
e aj t tat l L deL G,st -
Envi o 977 ealth Specialist Date
CAUTION: DESIGN APPRO AL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I.—tt ZQP/"'
✓ 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
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE A: PARCEL#. 3 20 21 56 0201 3
DATE SUBMITTED. 11/21Y22 LEGAL/LOT#. -
3RD ADDITION
SUBMITTED BY: JIM HUNTER LOT 13
APPLICANT- BILL MCTURNAL
ADDRESS. PO BOX 12048
OLYMPIA,WA 98508
I.CALCULATIONS
NUMBER OF BEDROOMS= 2
RESIDENTIAL GPO FLOW= 240
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS.
GPO=
APPLICATION RATE 0.6 GPDIFT2
REDUCTION=�e=aaavx m�Tcsr
DRAINFIELD SIZING
ABSORPTION AREA= 420 FT2
TRENCH LENGTH OR BED CONFIG.=
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= NU-WATER BNR 500 TREATMENT UNIT
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM=
ROCK DEPTH BELOW PIPE=
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION=
FILL DEPTH=
TRENCH WIDTH=
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 40
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER 3/16 4�
OOP,-
�
, , _2-.13 _zz
•
•
tic. z[e
PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT)= 2.00
1/�GTC(q ONIHCE D,SCHARGE RATE=1 n 71,X 1OR!FICE DLAME TER)502 x
SC)ROOT OF!TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 35.00
ORIFICE SPACING= 2'P
DISTANCE FROM END CAP=
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 10.551
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 35.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 10.551
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0,58618
LATERAL LENGTH IN FEET= 35.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 10.551
LATERAL#4=
SQUIRT HEIGHT)FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 35.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 10.551
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) )GPM) (FT)
AB 60.00 1.50 42.205 5.927
BC 1.00 150 21.102 0.027
CD 5.00 1.50 10.551 0.038
DE 35.00 1 00 10.551 2.139
TOTAL= 8.131
fit
!4111
�'-
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 8.131
•
2)ELEVATION DIFFERENCE = 0.500
•
• 3)RESIDUAL = 2.000
- TOTAL= 10.631
MYERS MES50, MES100 SERIES
CAPACTY LITERS PER MINJUTE
IN
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CAPACITY GALLONS PER MINJTE
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