HomeMy WebLinkAboutSWG2021-00358 - SWG Application / Design - 6/17/2021 (3) /.reir
t } MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360 427-9670,EXT 400
COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400
ELMA:360-482-5269,EXT 400
;*a! Building,Planning,Environmental Wealth,CemmunityHealth. FAX:360-427-7787
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On-Site Sewage System Permit: SWG2021-00358
APPLICANT Ron Coone Phone:
Address: PO Box 624 BRINNON,WA 98320
OWNER Ron Coone Phone:
Address: PO Box 624 BRINNON, WA 98320
SEPTIC DESIGNER CINDY WAITE-Septic Designer Phone: 3607010205
Address: 80 E PICKERING LANE SHELTON,WA 98584
Site Address: 31 E Somersby PI
Primary Parcel Number: 321225000336
Permit Description: REVISION -New SFR-3BR Nuwater
Permit Submitted Date: 06/17/2021
Permit Issued Date: 07/07/2021
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $860.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/17/2024 (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: www.co.mason.wa.us/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
• 6tA, 5 i, 0 fl r/o , ,
____ OFFICIAL(ICE ONLY— .„
MASON COUNTY PUBLIC HEALTH
ONSITE SEWAGE SYSTEM APPLICATION
0 CP
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415 N bth514BBNI,figiglit Sheluvi WA,98.'64 ‘ .,,
Theitors 360442NibiLtext 400 ttelfaa 160-27-446i ext 400 SWG 01,0 1.1 - s g 2,
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RON COONE 360-621-5025 m 7a
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ti,i,Ittr.AWRESS I'RFO" CITY STATE 7tP r„-Z,NIF r-
PO BOX 624 BRINNON WA 98320 z
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31 E SOMMERSBY SHELTON WA 98584 .2TI
NAV '4 PI, E
CINDY WAITE 360-701-0205
NAM+,(IA ST t'finAtt I PO
TBD _ ......
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lal NEw 4;0454RuCTION 0 RV MOLDING TANK OW Y 0 PRIVATE INO VUAL WEI L a I to
0 m-PtAci-MF.NIT SYSTEM 0 INSTALLATION Pi r.iii ONLY CI PRIVATE TWO PARTY WELL a
0 A FILE 9 KC'AMR 0 SINGLE FAMILY )(,,,COMMON T Y.Pusot-WAIF R SYS1EM ,Z I N)
0 —,NK(So ONLN. 0 COMMERCIAL sYs IEM NAM. LAKE 1.4.4.£41(.4.INS 1
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TAKE FIRST ENTRANCE INTO 'MM. GO ONTO ST ANDRES DRIVE, TURN
LEFT ON SHETLAND DRIVE, LOT IS ON THE CORNER OF SHETLAND AND I(-)
SUlt,i1MERSBY
- SIN Aws r NE FLA C.C;E 0 FROM M'AtAi CInAD ARO res r MOLES MOST EC NLAGED;tarn TEST HOLE NUMBERS I a)
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Printed from Mason Ctourty DM
6/21/2022
Jeff—
RE: Ron Coone 32122-50-00336
Mr. Coone got permission from Lake Limerick to install his system in the easement. When Lake Limerick
put in Shetland Drive,the encroached on his property 30' with Shetland Drive.
I am resubmitting another revised design for this project. Even if he gets his property back,the area of
the road would not support a drainfield.
Cindy
Lake Limerick C.C.
•
est. 1966
LAKE LIMERICK COUNTRY CLUB
790 East Saint Andrews Drive,Shelton,WA 98584
Phone(360)426-3581 Fax(360)426-8922
Email: mail@lakelimerick.com Web site: http://www.lakelimerick.com
Ron Coone
POB 624
Brinnon, WA 98320
RE: Lake Limerick Division 3 Lot 336
Mr. Coone,
Lake Limerick Country Club has agreed for your development of a septic system on your property
located in Division 3 Lot 336 including within the 20 foot Horse Trail Easement.
You will be required to submit Mason County permit approvals for all planned site delopment and to
Lake Limerick Architectural Committee for a LLCC building permit.
Than ou,
R ger Oilman
Community Association Manager
Lake Limerick
790 E Saint Andrews Drive
Shelton, WA 98584
360.426.3581
www.lakelimerick.com
cc: John Ingemi, LLCC Board President
Sharon Hamilton, LLCC Architectural Committee Chair
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 2 — 5 0 — 0 0 3 3 6
A design will be reviewed when 3 conies 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
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 2021-00358 __ Designer's Name: CINDY WAITE
Applicant's Name: RON COONE Designer's Phone Number: 360-701-0205
Mailing Address: PO BOX 624 _ Designer's Address: 80 E PICKERING LANE
BRINNON WA 98320 SHELTON WA 98584
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:
lifAcrobic Unit Make/Model BNR500 0 Disinfection Unit Make/Model
Other:
Drainfield Type
❑Gravity Elf Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCHEDULE 40
Daily Flow:Operating Capacity ' 270 gpd Length, 50
ft
Daily Flow: Design Flow 360 gpd Diameter 1.25
in
Septic Tank Capacity 1000 TRASH PLUS BNR 500 gal Number 4
Receiving Soil Type(1-6) 4 P
e ation 5
ft
Receiving Soil Appl.Rate .6 g 2 0
Orifices
Required Primary Area 600 joiI Number o�mc 52
Designed Primary Area 600 iipesavCO
p a egr8 2022 3/16
pATrl, in
Designed Reserve Area 600 ft? SPh661 RONMENr 60 in
Trench/Bed Width 3 ft J e14, AL
HEALTH Manifold
Trench/Bed Length 200 ft _chedule/Class SCHEDULE 40
Elevation Measurements i►,(�gth 2-3
ft
Original Drainfield Area Slope >1 % iQ Di dieter 2 in
New Slope,If Altered 0� �' Pri g d manifold co�iguration used? 0 Yes 0 No
Depth of Excavation Up-slope 9 !".. .�,y A I &.' I 1 C
?�� � \
from Original Grade �' " S - V1 '4Alt 1-% 4 Transport Pipe
g Down-slope 9 •� m 04
���ri liedu � s SCHEDULE 40
Designed Vertical Separation 12 of in -.81f �' 1
�'• CINDY= ' It 35-40 ft
Gravelless Chambers Required? ❑ Yes 0 :'I'O.foEnaaE(E§NFigg- 40 2
in
Pump Required? ❑Yes 0 No LXPiRLS :5,101 Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff fe ence in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal
ft Chamber Capacity 1200
gal
Uppermost Orifice❑Higher Ief Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 23.4 gpm I 'Timer C 'Elapse Meter I 'Event Counter
Calculated Total Pressure Head 9 _ ft If Tinier: Pump on Pumpoff
Comments
2000NCRETE TANKS REQUIRED, PUMP CONTROLS TO BE SET AT TIME OF INSTALLATION. ,9
\
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 1 2 2 -- 5 0 -- 0 0 3 3 6
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
BS Test hole locations Drainfield orientation and layout Reference depth from original grade:
t Soil logs i Trench/bed dimensions and
g Septic tank
g Property lines critical distances within layout gf Drainfield cover
❑ Existing and proposed wells I D-Box/Valve box locations
within 100 ft of property 0Septic tank/pump chamber Reference depth from original grade
and restrictive strata:
locations
❑ Measurements to cuts, banks,and
surface water and critical.areas Q( Observation port location gf
Laterals,trench/bed,top and
bottom
ElLocation and orientation of lig Clean-out location
curtain drain and all absorption ❑ Curtain drain collector
[t Manifold placement 0 Sand augmentation
components
Ig Orifice placement Other cross-section detail:
g Location and dimension of
primary system and reserve area g Lateral placement with distance gObservation ports/clean-outs
to edge of bed
F21Buildings Other Information
Cf Audible/visual alarm referenced Yes No
Direction of slope indicator
4alfa� own on scale 0 0 Design staked out
g Waterlines
r E 0 0 Recorded Notices attached
g Roads, easements,driveways, tt V ❑ 0 Waiver(s)attached
parking JUN 2 8 2022 gf ❑ Pump curve attached
g North arrow and scale drawing MASON COUNTY ❑ 0 Evaluation of failure
shown on scale bar ENVIRONMENTAL HEALTH Non-residential justification
J81/1/ 0 0 Waste strength
❑ ❑ Flow
• DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation 0 Yes l3( No
Signature of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local o -si regulations:
I tt'"\--)27 -)N —.21—
En iro t 1 Health Specialist Date
CAUTION: DESIGN APPR VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
V The design is stamped"Approved"by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
✓ Drainfield site conditions have not been altered to adverselyaffect conditionsy
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. sAv,.‘
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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1. Proposed resid
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2. 1200 gallon concrete pump tank
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3. BNR500 in concrete tank
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4. 1000 gallon trash tank .
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5. TransPort line
6. Audio/visual alarm and controls
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Lateral# Length Length Orifice # Distance from Distance from end Length#
# (Feet) (Inches) Spacing" Orifices feeder line of end of lateral
1 50 600 60 10 2.5 2.5 50
2 50 •600 ' 60 10 2.5 2.5 50
3 50 600 60 10 2.5 2.5 50
4 50 600 60 10 2.5 2.5 50
Total 200 40 23.6 GPD
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TRASH CHAMBER
OPERATING CAPACITY:417 GALLONS ESTER CHAMBER CLARIFIER
FLOOD CAPACITY'490GALLONS •P PA4 GALLONS
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INSTALLATION INSTRUCTIONS _ OVEROSTONCY SOIL
1)Excavate tank hole with vertical walls to 1 foot larger than
tank on all sides.
2)If bottom of hole is stony,install 3"of compact sand&level — —"
out with screed. s•z° __
3)Install tank in center of hole,keeping 1 ft.void Space on I -'
all sides. -I
4)As tank is filling with water,fill in void space with compact 24"RISERS!(ITYP) 24"BLOWER 1
granular(sandy)soil free of large Clumps of clay. II HOUSING CAS
5)Install rest of system,&affix risers to adapters with N TOP OF LI
waterproof adhesive. i 1
6)Perform watertightness test in field as required by local • i P
I / 4_gjurisdiction.
7)Upon approval to backfill,carefully backfill with native I t2"RISER- 1
soils Over top of tank. I
8)Final grade the surface to avoid chanelling surface TRASH CHAMBER DIGESTER I I&Ldl31EIE8i
water toward tank.
TOP VIEW
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�i7Ra AEROBIC TREATMENT TANK DETAIL
Ai i.�< .r NuVI/ATER BN - 00 T FOR
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Ile ENVIRO..FLO, INC. REVISED:
M..,,,T „ „,v. Wastewater Treatment Technologies 3/01/12
P.O. BOX 321161, Flowood, MS 39232
' .......... (877)836-8476 (601)845-4716 fax SCALE'
• www.enviro-flo.net 7 n = ',4 ft.
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THREADED UNION
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2S0—PI RI/17/2018 ,'Copyright 2018 Liberty Pinups Inc. All rights reserved. Specifications subject to change without notice. V y
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Installation Notes
BNR 500 to Pressure Distribution System:
32122-50-00336 Ron Coone
1. The prepared site plan is not a survey. It's the owner's responsibility to verify property
lines, utility lines (water, sewer, power, phone and gas) prior to installation.
2. Install system during dry weather with acceptable soil conditions
3. The tanks may be moved as necessary to accommodate building requirements. Septic
tank location must meet all required setbacks.
4. Keep wheeled vehicles off the drainfield area before, during and after installation.
Tracked equipment only,
5. BNR 500 must be installed in approved concrete tank
6. 1000 gallon concrete trash tank required.
7. 1200 gallon concrete pump tank required with two risers
8. All ground, surface water and roof drains must be diverted away from the septic tanks
and drainfield. Ensure the final grade slopes away from these areas and water doesn't
collect on or around them. Use swales, berms, catch basin and tight lines, curtain drains,
etc. to divert all waters.
9. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the
drainfield
10. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the
drainfield. •
11. Install access risers on all septic tanks, valve box and ends of laterals.
12. Make sure septic tank risers are epoxied or caulked to cast in riser rings on tank.
13. Lids must form a water and gas tight seal with the access risers
14. Install effluent filter specified in this design at the septic tank outlet.
15. This system must be installed by a Mason County Certified installer.
16. Deviation from this design without prior approval from the designer and Mason County
Health Department will make this design null and void.
17. This design was sized per Washington Administrative CodeWAC246-272A-0230. The
operating capacity is based on 45 gallons per day per capita with two persons per
bedroom. The minimum design flow per bedroom per day is the operating capacity of
ninety gallons multiplied by 1.33. This results in a minimum design flow of one hundred
twenty gallons per day. This creates a surge factor of 33% but anticipated flow is ninety
gallons per bedroom per day.
18. Install laterals with contour of the ground
19. Install trench.bottoms level and always maintain a minimum of six inches into native soil
20. Install locator tape on top of all drainfield laterals. 4, •
21. Install thr- -ded clean outs at the ends of all laterals ptit ust extend to within six
inche nilig grade and be in a valve box as sho,f on •Pf gram.
A.22. Ins •i I larm ork, '�A0
23. F,i�O,y�rr ? •ric re uir r drain rock prior to bac i :H � Y P in ro`ek extends above
the jna e, ilter fabric at least •/'-hes, • 0 r-rich wall 1'
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System Owner Responsibilities:
1. Operation and Maintenance is required by Washington State Department of Health and
Mason County Health Department.
2. The septic tank and pump tank should be pumped every three to five years or as
needed.
3. System owners are responsible for having maintenance performed annually.
4. System owners are responsible for responding to septic issues in a timely manner.
5. System owners shall not at any time change or alter settings in the control box.
6. System owner agrees to read and abide by information regarding their system in the
User Manual provided by Mason County Public Health.
7. Keep the flow of sewage at or below the approved design operating capacity.
8. Keep waste strength at residential waste strength parameters.
9. Spread loads of laundry through the week.
10. Do not use excessive bleach or detergents with added whiteners.
11. Do not shower, do laundry and dishwasher at the same time
12. Antibiotics can kill or impair the biological process in the septic tank.
13. Leaky plumbing can hydraulic overload your on-site septic system.
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