HomeMy WebLinkAboutSWG2022-00339 - SWG Application / Design - 6/13/2022 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670, EXT 400
M BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00339
APPLICANT ENGLISH MICHAEL R & BOBI JO Phone: 1.623.764.3786
Address: 4280 N LAKE CUSHMAM RD HOODSPORT, WA 98548
OWNER ENGLISH MICHAEL R & BOBI JO Phone: 1.623.764.3786
Address: 4280 N LAKE CUSHMAM RD HOODSPORT, WA 98548
SEPTIC DESIGNER Jim Hunter and Associates Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
SEPTIC INSTALLER TONY ROBINSON Phone: 360-271-2895
Address: PO BOX 584 PORT ORCHARD, WA 98366
Site Address: 4280 N Lake Cushman Rd
Primary Parcel Number: 423335103011
Permit Description: New 3bd pressure trench
Permit Submitted Date: 06/13/2022
Permit Issued Date: 09/14/2023
Issued By: David Anderson
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/13/2025 (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.
-* See paea
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/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
CLEAR FORM OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED.G ' a, 12 �, D
ONSITE SEWAGE SYSTEM APPLICATION AMOUN EI IVFI> Apes ow o m
415 N 6th Street,(Bldg 8) Shelton WA,98584 O 0 �/�� < �j)
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S A/G U �� - //f'(3� 7) o
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APPLICANT PHONE > >
MICHAEL ENGLISH 623-261-4578 m ()
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MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE Z
4280 N LAKE CUSHMAN RD HOODSPORT WA
SITE ADDRESS-STREET,CI'Y ZIP CODE CO
4280 N LAKE CUSHMAN RD HOODSPORT WA m
NAME OF DESIGNER PHONE 1-�
ADAM HUNTER 360-753-1226 «ffpy
NAME OF INSTALLER PHONE V,^)
ROYAL FLUSH �1
v
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE C
ir NEW CONSTRUCTION 0 RV HOLDING TANK ONLY
PRIVATE INDIVIDUAL WELL (/) f', )
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL Z
Z
CITABLE 9 REPAIR 0 SINGLE FAMILY ElCOMMUNITY/PUBLIC WATER SYSTEM
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME I 1
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE 1-3
❑ EXISTING FAILURE "Record Drawing required 3 1.69 co
for all Installations"
0 I
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) 0
N LAKE CUSHMAN ROAD TO SITE ADDRESS ON THE RIGHT.
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SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS r
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER.
INSPECTOR SOIL LOGS _ COMMENTS/CONDITIONS
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SOIL CODES:
V=VERY G=GRAVELLY S=SAVD L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
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THIS FORM MAY B SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12,7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4,2.33 , -- .7 -- 03 Qi I
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/7"
PARCEL IDENTIFICATION
Permit Number: SWG ZOZZ C)0331 Designer's Name: ADAM HUNTER
Applicant's Name: MICHAEL ENGLISH Designer's Phone Number: 360-753-1226
Mailing Address: 4280 N LAKE CUSHMAN RD Designer's Address: PO BOX 162
HOODSPORT WA OLYMPIA WA 98507
CLEAR FORM
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity IlifPressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic TanWDrainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow: Operating Capacity 270 gpd Length 40 ft
Daily Flow: Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity 1200 gal Number 5
Receiving Soil Type(1-6) 4 Separation 6 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 65
Designed Primary Area 600 ft2 Diameter 3/16 in
Designed Reserve Area 900 ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 40 ft Schedule/Class 40
Elevation Measurements Length 24 ft
Original Drainfield Area Slope 20 % Diameter 2 in
New Slope,If Altered 20 % Preferred manifold configuration used? i Yes 0 No
Depth of Excavation Up-slope 24 in Transport Pipe
from Original Grade Down-slope 16 in Schedule/Class 40
Designed Vertical Separation >24 in Length 90 ft
Gravelless Chambers Required? 0 Yes 0 No ritOptional Diameter 2 in
Pump Required? ',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 60 gal
Orifice 12.30 ft Chamber Capacity 1200 gal
Uppermost Orifice If Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 38 gpm Timer elapse Meter VEvent Counter
Calculated Total Pressure Head 16.8 ft If Timer: Pump on 60 GAL ,Pump off 4 HRS
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number:.a►. -- -- >L L
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
tit Test hole locations It Drainfield orientation and layout Reference depth from original grade:
or Soil logs V Trench/bed dimensions and It Septic tank
it Property lines critical distances within layout Wr Drainfield cover
it Existing and proposed wells it D-Box/Valve box locations Reference depth from original grade
within 100 ft of property or Septic tank/pump chamber and restrictive strata:
it Measurements to cuts,banks,and locations it Laterals,trench/bed,top and
surface water and critical areas lilr Observation port location bottom
It Location and orientation of Vt Clean-out location 0 Curtain drain collector
curtain drain and all absorption et Manifold placement 0 Sand augmentation
components le Orifice placement Other cross-section detail:
orLocation and dimension ofet it Observation ports/clean-outs
primary system and reserve area Lateral placement with distance
to edge of bed Other Information
for Buildings It Audible/visual alarm referenced Yes No
lit Direction of slope indicator le Scale of drawing shown on scale 0 Pit Design staked out
it Waterlines bar 0 0 Recorded Notices attached
it Roads,easements,driveways, 0 0 Waiver(s)attached
parking It 0 Pump curve attached
V North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be ,. '° -d by in taller at time of installation IlitYes 0 No
6/10/22
• •, 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 on-site regulations:
1 ( (-zZ
Environmental Health Sp ialist Date
•
CAUTION: DESIGN APPROVAL 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: c ( t
✓ 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#: PARCEL*42333-51-03011
DATE SUBMITTED: 6/10/2022 LEGAL/LOT#:LAKE CUSHMAN EASTSIOE
#1 BLK 3 LOT 11
SUBMITTED BY: ADAM HUNTER
APPLICANT: MICHAEL ENGLISH
ADDRESS: 4280 N LAKE CUSHMAN RD
HOODSPORT,WA
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPD/FT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 200FT TRENCH
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 2'-0"
ROCK DEPTH BELOW PIPE= 0 -6
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >2'-0"
FILL DEPTH= 1 -3"
TRENCH WIDTH= 3'-0"
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
4� .� APPROVED
%. f+� JUL 2 6 2.022
„�� ! 6/10/22 HEALTH
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• PAGE 2
LATERAL#1=
SQUIRT HEIGHT(FT)= 2.00
(NOTE(2)•ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)S02 X
SQ ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#3=SQUIRT HEIGHT(FT)= 2.00
0.2.00
ORIFICE DISCHARGE RATE=
8618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#5=SQUIRT HEIGHT(FT)= 0.2.00
2.00
ORIFICE DISCHARGE RATE= .58618
60
LATERAL LENGTH IN FEET=
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
4` . APPROVED
- 7-v--
A. 6/10/22 J U L 2 6 2022
:v�R MASON COUNTY ENVIRONMENTAL HEALTH
.0,,.,M,,, ►1� RET
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22
. PAGE 3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 90.00 2.00 38.102 2.1824
BC 1.00 2.00 22.861 0.0094
CD 1.00 2.00 15.241 0.0045
DE 24.00 2.00 7.620 0.0296 I
EF 40.00 1.25 7.620 0.3528_
TOTAL= 2.5787
TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 2.579
2)ELEVATION DIFFERENCE = 12.300
3)RESIDUAL = 2.000
TOTAL= 16.879
APPROVED
�i�++ C JUL 2 6 2022
%�: ± 6/10/22 MASON COUNTY ENVIRONMENTAL HEALTH
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CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PER MINUTE
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APPROVED
• JUL 2 6 2022
MASON COUNTY ENVIRONMENTAL HEALTH
•• RET
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