HomeMy WebLinkAboutSWG2024-00013 - SWG Application / Design - 1/8/2024 A MASON COUNTY 415 N 6TH STREET,SHELTON.WA 96584
r�I� SHELTON':360-427-9670,EXT 400
•T BELFAIR:360-275-4467,EXT 400
i Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00013
APPLICANT MORRIS STEPHEN Phone: 360-340-6599
Address: 8239 E SEAVIEW DR PORT ORCHARD, WA 98366
OWNER MORRIS STEPHEN Phone: 360-340-6599
Address: 8239 E SEAVIEW DR PORT ORCHARD, WA 98366
SEPTIC INSTALLER MASON COUNTY EXCAVATING Phone: 360-426-0574
Address: 30 E WILLCHAR BLVD SHELTON, WA 98584
SEWAGE DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 1901 E Pickering Rd
Primary Parcel Number: 221331290042
Permit Description: 3-bedroom pressure system w/sand lined bed
Permit Submitted Date: 01/08/2024
Permit Issued Date: 01/22/2024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/10/2027 (based on dale 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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED
ONSITE SEWAGE SYSTEM APPLICATION AMDUNI KI</vFLk /� xFDBY Wcon y
415 N fith Street,/Bldg 8) SheltonWA,98584 ��lJ 65
y
Shelton:360427-9670 ext400 Belfair 360-275-4467 ext 400 0
SWG U — 00213z m
APPLICANT PHONE D A
STEVE MORRIS 3603406599 3R m
MAII ING ADDRESS.STREET.Cm.STATE.ZIP CODE r
8239 E SEAVIEW DR PORT ORCHARD WA 98366 c
SITE ADDRESS.STREET,CITY.ZIP CODE co
1901 E PICKERING SHELTON WA 98584 z
NAME OF DESIGNER PHONE `
ADAM HUNTER 3607531226 I/Y-�
NAME OF INSTALLER PHONE 19)
MASON COUNTY EXCAVATING 3604903144
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 2
Ig NEW CONSTRUCTION 0 RV HOLDING TANK ONLY [' PRIVATE INDIVIDUAL WELL y IrF
o REPLACEMENT SYSTEM o INSTALLATION PERMIT ONLY IS PRIVATE TWO-PARTY WFI L Q I ''
O TABLE 9 REPAIR D SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM Z IC)'
o TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: I L
o UPGRADE TO EXISTING 0 OTHER. BEDROOMS LOT SIZE I
o EXISTING FAILURE -ReeordDrawthg required 3 1 ACRE pi
for allInsta/Ienons" r W 1 j
DIRECTIONS TO SITE•BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) Q
PICKERING RD EAST TO SITE ON THE LEFT JUST PAST FIRE STATION. I-P
b
s0
ti
I-R
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting Peryoxa)
o VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT (OTHER:
INSPECTOR SOIL LOGS COMMENTS!CONDITIONS
TN1=0- 41" (its --
4Y=6t. S.t conitciul. h$+ad `Ir'LI6te -'__
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4L-QZ fT
in:0-1`t" tit-"415 �"� `� (.
11-?t v+ s 60 3 greS4tlftth15 4 It* II Cerpamol
31-7z 5464S5 rrti
Tf13:U- Alt C.
SOIL CODES:
V-VERY G=GRAVELLY S=SAND L=LOAM S.=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECT IGNATUHE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY ATE
- I//Q/707 y i NO/7077 1 /72/7i1t( S�/
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED I217n015
DESIGN FORM—PAGE ONE Assessor's Parcel Number:c22,± 3 -- I a. — 4 a O _cQ
A design will be reviewed when 3 copies of each of the follow ing are submitted:
v 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. 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: I 1"A/7"
PARCEL IDENTIFICATION
Permit Number: S\VG (-..2o-(4 •QLO j3 Designer's Name: ADAM HUNTER
Applicant's Name: SIEVE MORRIS Designer's Phone Number: 360-753-1226
Mailing Address: 8239 E SEAVIEW DR Designer's Address: PO BOX 162
PORT ORCHARE WA 98366 OLYMPIA WA 98507
City Stale Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendon Biofilter 0 Sand Filter 0 Mound 12f Sand Lined Drainidd 0 Recirculating Filter.I)pe:
❑Aerobic Unit Make/Model 0 Disinfection Unit MakeModel Other:
Drainfield Type
0 Gravity &I'Pressurc 0 Trench 0 Bed 0 Sub Surface Drip
Septic TanWDrainfield Specifications Laterals
Number of Bedrooms 3 r/ Schedule/Class 40
Daily Flow: Operating Capacity 270 c gpd Length 30 ft
Daily Flow: Design Floes 360 / gpd Diameter 1 in
Septic Tank Capacity 1200 gal Number 8
Receiving Soil type(1-6) 4 Separation 2.5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 - ft2 Total Number of Orifices 104
Designed Primary Area 600 , ft2 Diameter 1/8 in
Designed Reserve Area 360 - ft2 Spacing 29 in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 60 n Schedule/Class 40
Elevation Measurements Length 15 ft
Original Drainfield Area Slope 0 % Diameter 2 in
New Slope, If Altered N/A % Preferred manifold configuration used? ayes 0 No
Depth of Excavation Up-slope 48 in Transport Pipe
from Original Grade Down-Mope 48 in Schedule/Class 40 '
Designed Vertical Separation >18" inilf Length 30 ft
Gravel less Chambers Required? ❑ Yes 0 No 'Optional 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 sft Chamber Capacity1200 . gal
Uppermost Orifice 'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity C Total Pressure Head 42.84 gpm dTimer 9Clapse Meter 9'Event Counter
Calculated Total Pressure Head 90E3 ft P PRp1�6�1 fl ,pump orb 4 HRS
If
Comments
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JAN 2 2 2024
MAJUN LUJN I I tNVIKUNMLNIAL NeML Ik'
n le
DESIGN FORM —PACE TWO Assessor's Parcel Number: 9.L'z3 -- a -- 9 c(J_'-La
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
RI Test hole locations V Drainfield orientation and layout Reference depth from original grade:
✓ Soil logs Iv Trench/bed dimensions and 121 Septic tank
cif Property lines critical distances within layout ®' Drainfield cover
a Existing and proposed wells V D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Y Septic tank/pump chamber and restrictive strata:
6d Measurements to cuts,banks, and locations 0 Laterals, trench bed, top and
surface water and critical areas g Observation port location bottom
✓ Location and orientation of a Clean-out location 0 Curtain drain collector
curtain drain and all absorption V Manifold placement 0 Sand augmentation
components
V Orifice placement Other cross-section detail:
✓ Location and dimension of V lateral placement with distance g Observation ports clean-outs
primary system and reserve area to edge of bed
g Other Information
Buildings ' Audible/visual alarm referenced Yes No
• Direction of slope indicator V Scale of drawing shown on scale V 0 Design staked out
✓ Waterlines bar 0 0 Recorded Notices attached
✓ Roads, casements,driveways, 0 ❑ Waiver(s) attached
parking ❑ 0 Pump curve attached
✓ 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 no a installer . time of installation V Yes 0 No
lli
1/2/23
Mr ref Designer Date
The undersigned has reviewed this diign on behalf of Mason County Public Health and det4PpnO V compliance with state and local on-si ll re_ Lions: C+D
.fl I/ 2 2. 7 1QN222024
Environme "al Health Specialist Date :£;;i CD yr
EN 4 RON41rN?AL HEAL71
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITI :
✓ The design is stamped"Approved"by Mason County Public Health.✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I /fO /(7
6 Z 7 _
I 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: 12'72015
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#'.221331290002
DATE SUBMITTED: 1/2/2024 LEGAL/LOT#. SP#1601
LOT 2
SUBMITTED BY ADAM HUNTER
APPLICANT. STEVE MORRIS
ADDRESS'. 8239 E SEAVIEW DR
PORT ORCHARD,WA.98366
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS.
GPD=
APPLICATION RATE= 0.6 GPDIFT2
REDUCTION=LE4 . c-
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 2-10FT X 30FT
SAND LINED BEDS
II.WATERPROOF SEPTIC TANKS
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELO CROSS SECTION
DEPTH TO DRAINROCK BOTTOM=
ROCK DEPTH BELOW PIPE=
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >1'-0"
FILL DEPTH=
TRENCH WIDTH=
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
AP :: -, 'WEL
I1/2/23 JAN Z 2 ZJ241
T�•,
i..!4 MASON COUNTY ENVINCM iEN IALHEALTH
DJA
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24.
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 200
ORIFICE DIAMETER= 1/8
LATERAL#1=
SQUIRT HEIGHT(FT)= 5.00
{NOTE l 21 ORIFICE DISCHARGE HA Itr RI 7Ex X JH'FO&US I6bh SU?Et
SO HOOT FI IOIAL PH_SSJ'HL HLA U.
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
LATERAL#2=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING=
DISTANCE FROM END CAP= 0'➢"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
LATERAL#3=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
LATERAL#4=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
P17 6�®! -
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EN
�/2�23 MASON COUNTY EFV'RCNMENTAL HEALTH
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24
LATERAL#5=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING=
DISTANCE FROM END CAP= P 7,
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
LATERAL#6=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING=
DISTANCE FROM END CAP= 0]'
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
LATERAL#1=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
LATERAL#8=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= T 5.
DISTANCE FROM END CAP=
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 5.355
ra
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JAN L 22U2
MASON CO UN Tv EN '..,1,i sNTAL HEALTH
DJA
ill 1/2/23
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24
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 30.00 2.00 42.840 0.T416
BC 1.00 2.00 21.420 0.0069
CD 1000 2.00 16.065 0.0406
DE 1.25 2.00 10 710 0.0024
EF 2.50 2.00 5.355 0.0013
FG 30.00 1.00 5.355 0.2839
TOTAL= 1083
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 1 083
2)ELEVATION DIFFERENCE = 3.000
3)RESIDUAL = 5.000
TOTAL= 9083
in '-*1:'ROH
IAN 222024
MASON COUNTY ENV?Oti,MENTAL HEALTH
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