HomeMy WebLinkAboutSWG2023-00141 - SWG Application / Design - 4/18/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
" 17 Public Health & Human Services ELMA:360-482-5269,EXT400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00141
APPLICANT Lori Walters Phone:
Address: 51 W Dry Bed Ln ELMA, WA 98541
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 51 W DRY BED LN
Primary Parcel Number: 620152290003
Permit Description: Repair 3BR -Sand Lined Pressure Bed
Permit Submitted Date: 04/18/2023
Permit Issued Date: 04/24/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 04/24/2026 (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 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/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
t.
MASON COUNTY PUBLIC HEALTH DAIS RECEIVED:
ONSITE SEWAGE SYSTEM APPLICATION Amouls o REC VED : 1 J/ \ cn
v m
r
415 N 6th Street,(Bldg 8) Shelton WA,98584 I � J R cn
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 vc C` al)) _0 6 l A i N_ O
JVV O 70
Z (A
APPLICANT PHONE > D
LORI WALTERS 3605353862 m m
MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE r
51 W DRY BED LN ELMA WA 98541 3
SITE ADDRESS-STREET,CITY.ZIP CODE co
51 W DRY BED LN ELMA WA 98541 m
NAME OF DESIGNER PHONE
ADAM HUNTER 3607531226
NAME OF INSTALLER PHONE t
JAKE GOLDY o r
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE
R
❑ NEW CONSTRUCTION 0 RV HOLDING TANK ONLY a PRIVATE INDIVIDUAL WELL (n f-
ie REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL Z
❑ TABLE 9 REPAIR 0 SINGLE FAMILY ❑ COMMUNITY/PUBLIC WATER SYSTEM I
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: I
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE t
❑ EXISTING FAILURE "Record Drawing required 1.59 co
for all Installations" (—
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) O n I
DECKERVILLE RD WEST TO A LEFT AT DRY BED LN TO FIRST DRIVE ON THE LEFT. x 1-0
O b
b
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS IU`i
OFFICIAL USE ONLY BELOW THIS LINE -
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
►� 3� /5
0
5 3VC/t) L-5
•0 HM/Ifflij
APR 18 2023
SOIL CODES: l
RY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS �Y --
NSP TOR SIGNATURE
VDATE APPLICATION EXPIRATION DATE ATION APPROVED BY DATE
(.,„\im.A\-,_
/1 111\i4t q ),t-(
THI F0- ��Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: ,Q --c,Q -- -Q_Of)3
• A design will be reviewed when 3 copies of each of the following are submitted:
'd 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. '0 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 "X 17"
PARCEL IDENTIFICATION
Permit Number: SWG -2-1"--cfra1 Y4 Designer's Name: ADAM HUNTER
Applicant's Name: LORI WALTERS 360-753-1226
Designer's Phone Number:
51 W DRY BED LN Designer's Address: PO BOX 162
ners
Mailing Address: g
ELMA WA 98541 OLYMPIA WA 98507
City State Zip City State Zip
, ` ` , ,_r .:. DESIGN PARAMETERS. _ . ,« .. -.kaidiike
Treatment Device
❑ Glendon Biofilter 0 Sand Filter 0 Mound I 'Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow: Operating Capacity 270 gpd Length 36 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity 1200 gal Number 4
Receiving Soil Type(1-6) 1 Separation 2.5 ft
Receiving Soil Appl.Rate 1 gpd/ft2 Orifices
Required Primary Area 360 ft2 Total Number of Orifices 60
Designed Primary Area 360 ft2 Diameter 3/16 in
Designed Reserve Area REPAIR ft2 Spacing 28 in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 36 ft Schedule/Class 40
Elevation Measurements Length 7.5 ft
Original Drainfield Area Slope 0 % Diameter 2 in
New Slope,If Altered 0 % Preferred manifold configuration used? lia'Yes 0 No
Depth of Excavation Up-slope 54 in Transport Pipe
from Original Grade Down-slope 54 in Schedule/Class 40
Designed Vertical Separation 18 in Length
25 ft
Gravelless Chambers Required? 0 Yes 0 No ( Optional Diameter 2 in
Pump Required? EYes 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 480 ft Chamber Capacity 1200 gal
Uppermost Orifice 1tHigher 0 Lower than Pump Shutoff Pup � a c , , required.
Capacity @ Total Pressure Head 35.171 gpm Olt:
III! .'- Meter 1�'Event Counter
Calculated Total Pressure Head 7.748 ft TinAPRPIngd202 60 ,Pump off 4 HRS
Comments MASON COUNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number: th_a_Q1 s -- a a-- a U OQ
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
t21 Test hole locations EI Drainfield orientation and layout Reference depth from original grade:
121 Soil logs til Trench/bed dimensions and M' Septic tank
12f Property lines critical distances within layout a Drainfield cover
g Existingand proposed wells ' D-BoxNalve box locations
P P Reference depth from original grade
within 100 ft of property El Septic tank/pump chamber and restrictive strata:
121 Measurements to cuts,banks,and locations
Er Laterals,trench/bed,top and
surface water and critical areas 1 ' Observation port location bottom
a Location and orientation of a Clean-out location 0 Curtain drain collector
curtain drain and all absorption E Manifold placement E Sand augmentation
components ' Orifice placement Other cross-section detail:
12i Location and dimension of & Observation ports/clean-outs
primary system and reserve area t2r Lateral placement with distance
to edge of bed Other Information
1g Buildings
PI Audible/visual alarm referenced Yes No
• Direction of slope indicator 21 Scale of drawing shown e Er 0 Design staked out
f� Waterlines
A
® P R ® V -' 0 0 Recorded Notices attached
12i Roads,easements,driveways, I ❑ ❑ Waiver(s)attached
parking
APR 2 4 2023 -r -a tg. ❑ Pump curve attached
'
g North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar MASON COUNTY ENVIRONMENTAL HEALTH Non-residential justification
JBW 0 0 Waste strength
❑ ❑ Flow
S ESIGN APPROVAL
The undersigned designer must be not • by ' s • er at time of installation et Yes 0 No
4/17/23
Signatu • .f De 'gner Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
ll
compliance with state and local
egulations:
141, KrcY) V-aZ Y-2-3
Env' o tre Health Specialist Date
CAUTION: DESIGN APPR I VAL 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: 1"f /5 —2
✓ 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#: 6.20152E+11
DATE SUBMITTED: 04/17/23 LEGAULOT#: LOT C OF
SP#2912
SUBMITTED BY: ADAM HUNTER
APPLICANT: LORI WALTERS
ADDRESS: 51 W DRY BED LN
ELMA,WA 98541
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 1 GPD/FT2
REDUCTION=LEAVE BLANK IF NOT USED
DRAINFIELD SIZING
ABSORPTION AREA= 360 FT2
TRENCH LENGTH OR BED CONFIG.= 10'X 36'SAND UNDER BED
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= EXISTING
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 2'-6"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >1'-6"
FILL DEPTH= 1'-9"
TRENCH WIDTH= 10'-0"
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3/16
•
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PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT)= 2.00
(NOTE(1):ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)SQ2 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 36.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 1'2"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 36.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 1'2"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 36.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 1'2"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 36.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 1'2"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 25.00 2.00 35.171 0.523
BC 1.25 2.00 17.585 0.007
CD 2.50 2.00 8.793 0.004
DE 36.00 1.25 8.793 0.414
TOTAL= 0.948
:,':„... 0::..: A 6...1.* .
E 'V1
•
TOTAL HEAD LOSS '"
I, 1)FRICTION LOSS THROUGH SYSTEM= 0.948
2)ELEVATION DIFFERENCE = 4.800
3)RESIDUAL = 2.000
4/17/23
w ooaj. TOTAL= 7.748
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