HomeMy WebLinkAboutSWG2023-00191 - SWG Application / Design - 5/18/2023 (2) 415 N 6TH STREET,SHELTON,WA 98584
MASON COUNTY SHELT IR:360-275-4467,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
,,m ,,:n.:;,�.; FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00191
APPLICANT SONNY ROGERS- REI Contractors Phone: 360-990-3919
Address: PO BOX 298 LONG LAKE, MN 55356
OWNER Rapid Capital INC. Phone:
Address: PO Box 298 LONG LAKE, MN 55356
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 191 E Greenwood Ln
Primary Parcel Number: 320165304002
Permit Description: 3-bedroom pressure system: Revised
Permit Submitted Date: 05/18/2023
Permit Issued Date: 03/07/2024
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date:
05/23/2026 (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 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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY//// ��,
ONSITE S
MASON COUNTY PUBLIC HEALTH DATE RECEIVED: // N7
tt( 1J
SWAGESYSTEM APPLICATION AMOUNT RECEIVED: REECCE ED BY: CP o m
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41 S N 6th Street,(Bldg 8) Shelton WA,98584 00�� J
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Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S W G /1 0 - — 0 2
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PHONE > >,
APPLICANT m n
SONNY ROGERS - RAPID CAPITAL 3609903919 m m
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MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
PO BOX 298 LONG LAKE MN 55356 3
CaSITE ADDRESS-STREET,CITY,ZIP CODE
191 E GREENWOOD LN SHELTON WA 98584
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PHONE V"
NAME OF DESIGNER 3607531226
ADAM HUNTER I
PHONE
NAME OF INSTALLER TBD
TBD v ,'
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CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE
0 PRIVATE INDIVIDUAL WELL
Id
NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY PRIVATE TWO-PARTY WELL 5
❑ REPLACEMENT SYSTEM El INSTALLATION PERMIT ONLY 0 Z
[� COMMUNITY/PUBLIC WATER SYSTEM 7
❑ TABLE 9 REPAIR ❑ SINGLE FAMILY I
❑ TANK(S)ONLY CI SYSTEM NAME: sHORECREST
❑ UPGRADE TO EXISTING CIOTHER: BEDROOMS LOT SIZE
Ci\"Record Drawing required 3 I 0.27 W )
0 EXISTING FAILURE for all Installations" r V-
0
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) 0
AGATE RD TO A RIGHT ON GREENWOOD TO SITE ON THE RIGHT.
r 0
O
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS 1 P-
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
��
COMMENTS!CONDITIONS
O
INSPECTOR SOIL LOGS 06
1
1
6
4
0
G Fo
rNz: a - 3tc ( $
3(1_fZ" ti3 '( &of. afi SZ
TN3 ' 0-3$„ C,cs ,. 4 Fro a+ fs
R -00- rro0 a 3$ /
3?-cz` Lc,5'
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS DATE
INSPECTOR SIGNATURE
DATE APPLICATION EXPIRATION DATE APPLICAT PPROVED BY
lel 5/zJ/?UZJ 5/23 /?07 6 . v7/70, y. .
REVISED 12l712015
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE _,..--
DESIGN FORM—PAGE ONE Assessor's Parcel Number:..a U L(. -- 53 -- _oQ-a.
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. 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 20?/.V0 1"l/��! Designer's Name: ADAM HUNTER
SONNY ROGERS-RAPID CAPIT 360-753-1226
Applicant's Name: Designer's Phone Number:
PO BOX 162
PO BOX 298 Designer's Address:
Mailing Address: OLYMPIA WA 98507
LONG LAKE MN 55356
City State Zip
City State Zip
DESIGN PARAMETERS
Treatment Device
0 Glendon Biofilter 0 Sand Filter 0 Mound ❑Sand Lined Drainfield 0 Recirculating Filter,Type: ��
0 Disinfection Unit Make/Model Other: ,.
❑Aerobic Unit Make/Modelf4p
Drainfield Type ��ff 6, 2,,_
Trench 0 Bed Sface"'if
l7 Gravity 6�Pressure /V
Septic Tank/Drainfield Specifications
Laterals F�
Number of Bedrooms
3 l Schedule/Class SCH40
Daily Flow: Operating Capacity
270 / gpd Length 75 ft
Daily Flow:Design Flow 360 gpd
Diameter 1.25 in
1200gal Number 2
Septic Tank Capacity 9 ft
Receiving Soil Type(1-6) 3 - Separation
Receiving Soil Appl.Rate 0.8 l gpd/ft2 Orifices
Required Primary Area
450 $ Total Number of Orifices 30
Designed Primary Area
450 " ft2 Diameter 3/16 in
Designed Reserve Area
450 , ft2 Spacing 60 in
Trench/Bed Width 3 -' ft Manifold
Trench/Bed Length
150 ft Schedule/Class SCH40
Elevation Measurements
Length 10 ft
Original Drainfield Area Slope
10 / % Diameter 1.25 in
New Slope,If Altered 0 - % Preferred manifold configuration used? E(Yes 0 No
Depth of Excavation Up-slope 24 in Transport Pipe
from Original Grade Down-slope 6 in Schedule/Class SCH40
Designed Vertical Separation
24 in Length <25 ft
Gravelless Chambers Required? 0 Yes ❑No M'Optional Diameter
2 in
Pump Required? 'Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications
Number of doses/day 6
60 gal
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1200 gal
Orifice
'A ft Chamber Capacity
Uppermost Orifice bafHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. ,Event Counter
21.538 rn ,Thif i=.,�, elapse Meter
Capacity @ Total Pressure Head gp i l ' Pumpoff 4HRS
Total Pressure Head 5.804 ft / If Ttmer�• dr y 'f OGAL
Calculated o
Comments MAR 0 7 2024 F':.-2717EYILL___;%'L.,,.,.�
MASON COUNTY ENVIRONMENTAL HEALTH ,.."''
DM
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3_ta Q 6 -- 5 3-- a___a_
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
liS Test hole locations 6/ Drainfield orientation and layout Reference depth from original grade:
sif Soil logs t' Trench/bed dimensions and tif Septic tank
i% Property lines critical distances within layout EZ Drainfield cover
EtiD-Box/Valve box locations Reference depth from original ade
� Existing and proposed wells p �
within 100 ft of property Septic tank/pump chamber and restrictive strata:
Uf Measurements to cuts,banks,and locations 0 Laterals, trench/bed,top and
surface water and critical areas 6 ' Observation port location bottom
Location and orientation of t ' Clean-out location 0 Curtain drain collector
curtain drain and all absorption Q( Manifold placement 0 Sand augmentation
components Eir Orifice placement Other cross-section detail:
ig Location and dimension of E' Observation ports/clean-outs
� Lateral placement with distance
primary system and reserve area to edge of bed Other Information
if Buildings f ' Audible/visual alarm referenced Yes No
iZ( Direction of slope indicator lit' Scale of drawing shown on scale Er 0 Design staked out
i;2( Waterlines bar 0 0 Recorded Notices attached
El 0 Waiver(s)attached
V Roads,easements,driveways, 0 0 Pump curve attached
parking 0 Evaluation of failure
itl North arrow and scale drawing
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
SIGN APPROVAL
The undersigned designer mus be n. ifie.IDesigner
nstaller at time of installation 6'Yes 0 No
2/28/04 di ,,,„„
S.a4 atu Date . "yeti
• °mot ,�,
The undersigned has reviewed t (design on behalf of Mason County Public Heal'i4 l deter e00tQ be in i s
compliance with state and local o site r ations: U",Y ll�2y
3/ 00 2 7 % "Mc"Tq,
Enviro ental Health Specialist Date 61E4(Tp
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
/ The design is stamped"Approved"by Mason County Public Health. 57Z1/
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: Zo 6
✓ 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 sitUpdated Date: 12/7/2015
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
PARCEL#: 32016-53-04002
SITE#:
DATE SUBMITTED: 02/28/24 LEGAULOT#: SHORECREST
TERRACE 4TH
LOT 2
SUBMITTED BY: ADAM HUNTER
APPLICANT: SONNY ROGERS-REI
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.8 GPD/FT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 450 FT2
TRENCH LENGTH OR BED CONFIG.= 2-75FT TRENCHES
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 �2 0"
MATERIAUSEASONAL SATURATION=
FILL DEPTH= 1'-3"
3'-3
TRENCH WIDTH=
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
APPR OVE
MAR 0 7 2024
MASON COUNTY ENVIRONMENTAL HEALTH'
DJA
- .r 2/28/24
r'? 1. •
s: ADAM J.IIWITEK
PAGE 2
V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 0
ORIFICE DIAMETER=
LATERAL 41=
SQUIRT HEIGHT(FT)= 3.00
(NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2X
SQ ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.7179270
LATERAL LENGTH IN FEET= 75.5.0'
ORIFICE SPACING= 0"
DISTANCE FROM END CAP= 2'6
NUMBER OF HOLES= 1015
LATERAL DISCHARGE RATE=
.769
LATERAL#2=SQUIRT HEIGHT(FT)= 0.73.00
3.00
1792
ORIFICE DISCHARGE RATE= 70
LATERAL LENGTH IN FEET= 75.5 0"
ORIFICE SPACING= 6„
DISTANCE FROM END CAP= 2'6
NUMBER OF HOLES= 1015
LATERAL DISCHARGE RATE=
.769
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB
15.00 2.00 21.538 0.1263
BC
10.00 2.00 10.769 0.0234
CD
75.00 1.25 10.769 1.2541
TOTAL= 1.4042
„„TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 1.404
4 2)ELEVATION DIFFERENCE = 1.400
3.000
3)RESIDUAL =
TOTAL= 5.804
A 12[It')17)) OV F[n
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MAR 07 20211
MASON COUNTY ENVIRONMENTAL HEALTH
2/28/24 uJea
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