HomeMy WebLinkAboutSWG2023-00115 - SWG Application / Design - 3/28/2023 (3) MASON COUNTY 415 N 6TH STREET,SHELTON, , 98584
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SHELTON:360 427-967 E 400
EXT
BELFAIR:360-275-4467,EXT 400
F ,,sx"' Public Health & Human Services ELMA:360482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00115
APPLICANT Mario Ruiz Phone:
Address: 7320 Munn Lake Dr SE OLYMPIA, WA 98501
OWNER DAHL Properties LLC Phone: 1.360.740.0345
Address: 261 Hamilton Rd CHEHALIS, WA 98532
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 1610 E Mason Lake Rd
Primary Parcel Number: 321331090012
Permit Description: 4-bedroom BNR-500 system
Permit Submitted Date: 03/28/2023
Permit Issued Date: 03/30/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/30/2026 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED: r Z % _ Z3
VE .
ONSITE SEWAGE SYSTEM APPLICATION AMD REC ECO cn
415 N 6th Street,(Bldg 8) Shelton WA,98584 J
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S W G o --Z'-) — 00 l (S g Si
z cn
APPLICANT PHONE > >
MARIO RUIZ 360-349-4005 rn m
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE r
7320 MUNN LAKE DR SE OLYMPIA WA 98501 3
SITE ADDRESS-STREET,CITY,ZIP CODE CO
1610 E MASON LAKE RD upjlw SHELTON WA m
NAME OF DESIGNER l PHONE IC-)ADAM HUNTER I-I MAR 28 2023 i►J 360-753-1226
NAME OF INSTALLER al PHONE I/-
TBD lay
v [-
CHECK ALL APPLICABLE ITEMS ».__ DRINKING WATER SOURCE
mr NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL (n I(�
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY Lsf PRIVATE TWO-PARTY WELL / Z I�t
❑ TABLE 9 REPAIR 0 SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM
❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: 1
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS T LOT SIZE 1L,
❑ EXISTING FAILURE "Record Drawing required 4 3.03 W ^^,'
for all Installations" r
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) O 1
MASON LAKE RD TO A RIGHT AT NEW ROAD TO LARGE LOT SUBDIVISION �0
P
O r IC
r-
5-3
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 purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
•,tcfiVf-Q¢ 2S" p LE CO T ON
S ?� mg.R 2 b 2023
ktSintf.1,,g1 z S J
-I It - 0-7K 6, 5L ay
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPE SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
I 3/30/ i 3/30/2 076
THIS FOR AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12J7I2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number:3 AA_ 3-- 4_0. -- Q ili R-
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 Designer's Name: ADAM HUNTER
Applicant's Name: MARIO RUIZ Designer's Phone Number: 360-753-1226
Mailing Address: 7320 MUNN LAKE DR SE Designer's Address: PO BOX 162
OLYMPIA WA 98501 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 BNR-500 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed ( Sub Surface Drip
Septic Tank/Drainfield Specifications / Laterals
Number of Bedrooms 4 ✓ Schedule/Class DRIP TUBE
Daily Flow:Operating Capacity 360 gpd V// Length 675 ft
Daily Flow:Design Flow 480 gpd Diameter 0.5 in
Septic Tank Capacity 1200 gal Number 15
Receiving Soil Type(1-6) 4 `/ /Separation 1.5 ft
Receiving Soil Appl. Rate 0.6 gpd/ft2/ Orifices
Required Primary Area 900 ftl/ Total Number of Orifices 675
Designed Primary Area 945 ft2 t. Diameter DRIP EMITTERS in
Designed Reserve Area 1200 ft27 Spacing 12 in
Trench/Bed Width 21 ft ' Manifold
Trench/Bed Length 45 ft Schedule/Class 40
Elevation Measurements Length VARIES ft
Original Drainfield Area Slope 2 % Diameter 1.25 in
New Slope,If Altered N/A % Preferred manifold configuration used? ®'Yes 0 No
Depth of Excavation Up-slope 12 in Transport Pipe
from Original Grade Down-slope 12 in Schedule/Class SCH40
Designed Vertical Separation 12 in Length 85 ft
Gravelless Chambers Required? 0 Yes iifNo 0 Optional Diameter 1.25 in
Pump Required? EYes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Difference in Elevation Between Pump Shutoff and Uppermostmal.tiLv
40 gal
Orifice ' ft A mMED 1200 gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls:' Please check those required.
Capacity @ Total Pressure Head 16.9 gpm MA 'it�ide+r23 IgElapse Meter ®'Event Counter
Calculated Total Pressure Head 115.2 ft If Timer: 40 GAL ,Pump off 2 HRS
MACON COUNTY EWVIPNML IICALTI
Comments DJ A
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3021 33 -- Lo_ -- i..Q 1 a
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations EZ Drainfield orientation and layout Reference depth from original grade:
g Soil logs M' Trench/bed dimensions and 1 Septic tank
Er Property lines critical distances within layout a Drainfield cover
E Existing and proposed wells D-Box/Valve box locations Reference depth from original grade
within 100 ft of property F Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks,and locations il Laterals,trench/bed,top and
surface water and critical areas a Observation port location bottom
Location and orientation of a Clean-out location 0 Curtain drain collector
curtain drain and all absorption t' Manifold placement 0 Sand augmentation
components ET Orifice placement Other cross-section detail:
• Location and dimension of M' Lateral placement with distance 1 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
Buildings Ei Audible/visual alarm referenced Yes No
Eif Direction of slope indicator Er Scale of drawing shown on scale El 0 Design staked out
g Waterlines bar 0 0 Recorded Notices attached
g Roads,easements,driveways, 0 0 Waiver(s)attached
parking Ef 0 Pump curve attached
g 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 • • not' ie, b staller at time of installation OrYes 0 No
3/2/23
' ..-: •i
-.f Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and dAP pR0 E
compliance with state and local o - . regulations:
3/30/702 3 MAR 3 0 2023
vironmental Health Specialist Date
MASON COUNTY ENVIRONMENTAL HEAL'H
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITI( A
I The design is stamped"Approved"by Mason County Public Health.
I The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
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: 12/7/2015
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Orenco Technical Data Sheet
SYSTEMS
Using a Pump Curve
A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic
head or"TDH"),providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These
graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line.For the most accurate pump
specification,use Orenco's PumpSelect'"software.
Pump Curves
500 I , I „ 400 II l i i i , i l i 1
PF10 Series,60 Hz,0.5-1.0 hp -1 PF2O Series,60 Hz,0.5-1.5 hp
400 350�pF2015�
aw
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m 150 m -...
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Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
900 i , , ill I i 1 i I I I P p ROVED
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800 Q?fl23
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100 PF3005
00 5 10 15 20 25 30 35 40 45
Flow in gallons per minute(gpm)
NTO-PU-PF-5 Orenco Systems°•800-348-9843•+1 541-459-4449•www.orenco.com
Rev.3 0 01/21
Page 4 of 5
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