HomeMy WebLinkAboutSWG2023-00451 - SWG Application / Design - 10/20/2023 ea: MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467, EXT 400
f Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00451
APPLICANT CHITESTER ET UX BRUCE D Phone: 916-865-6198
Address: 8206 Catalpa Dr CITRUS HEIGHTS. CA 95610
OWNER CHITESTER ET UX BRUCE D Phone: 916-865-6198
Address: 8206 Catalpa Dr CITRUS HEIGHTS, CA 95610
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO Box 162 OLYMPIA, WA 98507
SEPTIC INSTALLER H2F LLC Phone: 360-888-6509
Address: 9648 REGENCY LP SE OLYMPIA, WA 98513
Site Address: 7530 SE Lynch Rd
Primary Parcel Number: 220322490020
Permit Description: 5-bedroom pressure system
Permit Submitted Date: 10/20/2023
Permit Issued Date: 11/15/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 11/03/2026 (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.
•
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t f:#t'1. 1 OFFICIAL USE ONLY
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r DATE RECEIVE.
MASON COUNTY PUBLIC.. ��, 'H
ONSITE SEWAGE SYSTEM APPLICATION AMO EI�� _ m
al415 N 6th Street,(Bldg 8) Shelton WA,98584 R ,� <
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S \!G03 -C70' ,_ 4['1 cn ,,
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APPLICANT PHONE Z >
BRUCE CHITESTER 9168656198 m n
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MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE • r
8206 CATALPA DR CITRUS HEIGHTS CA 95610 c
g
SITE ADDRESS-STREET,CITY,ZIP CODE co
753YNCH RD$ SHELTON WA 98584 m
NAME OF D SIGNER PHONE
ADAM HUNTER 3607531226
NAME OF INSTALLER PHONE
H2F LLC
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0 IC
eir NEW CONSTRUCTION 0 RV HOLDING TANK ONLY ❑ PRIVATE INDIVIDUAL WELL 5 IC, 0
❑ REPLACEMENT SYSTEM El INSTALLATION PERMIT ONLY 11 PRIVATE TWO-PARTY WELL Q �/
❑ TABLE 9 REPAIR ❑ SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM Z 03
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: I i
El UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE
❑ EXISTING FAILURE "Re forcord allInst Drawi
llations"ng required
5 5.94 co I r
I— ^ice
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.looked gate) 0 r
LYNCH RD TO SS#3030 AT MAILBOX ON THE RIGHT. x 1,0
la,
r lo
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
1)61 al 3y' Liiif
1 Ff 10. 0-32 4 51 _ _ __
1?154- �./ 32 �/ /4/ I) [E M if: ? ''!! -; r f„
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ill OCT 23 I023 illi
SOIL CODES: 1----`+'_..:--_;_-_.'...:.,' ..... d
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS � v
INSPECTO SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
11/1/71 1 //3r/T0Z 6 (il,---/1/(5/1 -3
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
•
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 0 -- o9 y--- a 04 Z)
A design will be reviewed when 3 copies of each of the following are submitted:
`'Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist
V 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 7073 —66 VI I Designer's Name: ADAM HUNTER
Applicant's Name: BRUCE CHITESTER Designer's Phone Number: 360-753-1226
Mailing Address: 8206 CATALPA DR Designer's Address: PO BOX 162
CITRUS HEIGHT. CA 95610 OLYMPIA WA 98507
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 Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 5 E' Schedule/Class 40
Daily Flow: Operating Capacity 450 gpd Length 48 ft
Daily Flow: Design Flow 600 ' gpd Diameter 1.25 in
Septic Tank Capacity 1800 - gal Number 7
Receiving Soil Type(1-6) 4 — Separation 6 ft
Receiving Soil Appl. Rate 0.6 �gpd/ft2 Orifices
Required Primary Area 1000 ft2 % Total Number of Orifices 112
Designed Primary Area 1008 ft2 Diameter 1/8 in
Designed Reserve Area 1000 ft2 — Spacing 36 in
Trench/Bed Width 3 ft - Manifold
Trench/Bed Length 7 X 48 ft - Schedule/Class 40
Elevation Measurements Length 35 ft
Original Drainfield Area Slope 4 % Diameter 2 in
New Slope,If Altered N/A % Preferred manifold configuration used? ErYes 0 No
Depth of Excavation Up-slope 14 in Transport Pipe
from Original Grade Down-slope 12 in Schedule/Class 40
Designed Vertical Separation 12 in Length 290 ft
Gravelless Chambers Required? 0 Yes 0 No ffitOptional Diameter 2 in
Pump Required? VYes 0 No Dosing and Pump Chamber J
• Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 100 gal
17.3
Orifice ft Chamber Capacity .�4.�SQ�FA gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 39.545 gpm IifTimer lgtlapse Meter I'Event Counter
Calculated Total Pressure Head 30.1955 ft If Timer: Pump on 100 GAL ,Pump off 4 HRS
Comments
, , DESIGN FORM—PAGE TWO Assessor's Parcel Number;. a Q -- - q_0_0 u)
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
EZI Test hole locations a Drainfield orientation and layout Reference depth from original grade:
g Soil logs Er Trench/bed dimensions and 1211 Septic tank
g Property lines critical distances within layout EZ Drainfield cover
RI Existing and proposed wells Ef D-Box/Valve box locations Reference depth from original grade
within 100 ft of property ' Septic tank/pump chamber and restrictive strata:
✓ Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and
surface water and critical areas Ef Observation port location bottom
1;21' Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption Ef Manifold placement 0 Sand augmentation
components ' Orifice placement Other cross-section detail:
12i Location and dimension of Lateral placement with distance Er Observation ports/clean-outs
primary system and reserve area to edge of bed
if Buildings Other Information
Er Audible/visual alarm referenced Yes No
Er Direction of slope indicator g Scale of drawing shown on scale Er 0 Design staked out
E Waterlines bar 0 0 Recorded Notices attached
0' Roads, easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
0' 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 .t be •• ' . by installer at time of installation leYes 0 No
PpROVE
I ,4 10/18/23 a k
ignature of Designer Date
NOV 1 5 2023
The undersigned has reviewe• his design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations: t::%',5CN COUN i Y EN'vin3NIr1EN IAL HEALTH
eil --- // / /M$ DJA
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.✓ I `��a C The Onsite Sewage Permit has not expired,the Permit Expiration Date is: /s V
✓ 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#:220322490020
..,;7.14 oil .
DATE SUBMITTED: 10/18/23 LEGAL/LOT#:SS#3030
LOT 2
SUBMITTED BY: ADAM HUNTER
APPLICANT: BRUCE CHITESTER
ADDRESS: 8208 CATALPA DR
CITRUS HEIGHTS,CA 95610
I.CALCULATIONS
NUMBER OF BEDROOMS= 5
RESIDENTIAL GPD FLOW= 600
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= 1000 FT2
TRENCH LENGTH OR BED CONFIG.= 7-48FT TRENCHES
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1800 GAL.CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
•
DEPTH TO DRAINROCK BOTTOM= 1'-2"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= 1'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH= 3'-0"
IV.PUMP REQUIREMENTS
DOSING VOLUME IN GALLONS= 100
NUMBER OF DOSES PER DAY= 6
leg " t,'¢ I I 9,f ''al
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10/18/23 NOV 1 5
MASON e •r fff COUNTY ENVIRON;,fEN3tAL HEALTH
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PAGE 2
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 1/8
LATERAL#1=
SQUIRT HEIGHT(FT)= 5.00
(NOTE(2):ORIFICE DISCHARGE RATE=(I 1.79)X(ORIFICE DIAMETER)S02 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 6.591
LATERAL#2=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 6.591
LATERAL#3=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 6.591
LATERAL#4=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 6.591
m P O E
NOV 1 5 2023
.JASON COWIr M.,4..::_W,L 1-H_,\LT"
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PACE 3
LATERAL#5=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1.6"
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 6.591
LATERAL#6=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 6.591
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 290.00 2.00 39.545 7.5329
BC 1.00 2.00 19.772 0.0072
CD 1.00 2.00 13.182 0.0034
DE 30.00 2.00 6.591 0.0283
EF 48.00 1.25 6.591 0.3236
TOTAL= 7.8955
TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 7.8955
2)ELEVATION DIFFERENCE = 17.3000
3)RESIDUAL = 5.0000
TOTAL= 30.1955
, a %1 �. 1.. =f
10/18/23 NOV 1 5 2023
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