HomeMy WebLinkAboutSWG2020-00444 expired - SWG Inactive - 9/1/2020 415 N 6TH STREET,SHELTON,WA 98584
MASON COUNTY SHELTON:360-427-9670,EXT 400
COMMUNITY SERVICES BE ELMA:3fi4 82-5269,EXT 400
Go ELMA:3fi0482-5289,EXT 400
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FAX 360A27-]78]
ENVIRONMENTAL HEALTH REVIEW OF OSS APPLICATION
ADAM LANEER
1950 BLACK LAKE BLVD SW
OLYMPIA, WA 98512
Applicant: ADAM LANEER
Parcel Owner: L&L HOMES LLC
Site Address: E Old Farm Rd
Primary Parcel Number: 220192290012
OSS Permit Number: SWG2020-00444
Permit Description: New 3bd pressure bed
Permit Submitted Date: 09/01/2020
Permit Review Date: 0 911 0/2 0 2 0
The above mentioned Onsite Sewage System Application was reviewed by Environmental Health and found none
Information is required.
A six-year prohibition on development, consistent with RCW 76.09.470 and/or 76.09.460, has been placed on this tract,
due to a Class II, III, or IVS FPA(or no permit when one was required)having been issued for this parcel. FPA#
2419222.Effective on the date of issuance, renewal or on the date of discovery. Date: 312 212 01 7.The County shall not
issue any permits for development for a period of six-years, unless a finding is made that such logging is in compliance
with Mason County codes and regulations.
Contact Michael MacSems for further info at 360-427-9670 ext. 571
If you have questions or concerns let us know.
Sincerely,
Rhonda Thompson
360.427.9670 x581
Thompson@co.mason.wa.us r'
Rhonda Thompson
From: Rhonda Thompson
Sent: Friday,June 3,2022 11:28 AM
To: 'tim@timlynchhomes.com'
Subject: FW.[Permit#SWG2020-00443]
Attachments: Approved Map DRV 20-07(1).pdf
Hi Tim,
The septic designer will need to submit updated site plans showing the new parcels boundaries and the development
shown inside the approved waiver area.From what I can tell,SWG2020-00443 septic design would need to be totally
revised as the drainfield area is not located inside the approved waiver area.SWG2020-00444 may be in the approved
waiver area, but I will still need to see an updated site plan showing the correct parcel boundaries.
Please have your septic designer submit those revisions with applicable fees. f
Thanks,
Rhonda Thompson
Environmental Health Specialist
Mason County Public Health
415 N 6"St Shelton WA 98584
360-427-9670 ext.581
Rthompson@masoncountywa.gov
From: Michael MacSems<Mms@masoncountywa.gov>
Sent: Friday,June 3,202211:14 AM
To: Rhonda Thompson<RThompson@masoncountywa.gov>
Subject: Re: [Permit#SWG2020-OD443]
Rhonda,
The approved waiver map is attached. Thanks for checking.
Michael Mac5ems
Subdivision and Class IV G Forest Practices Reviews
From: Rhonda Thompson
Sent:Friday,June 3,202211:09 AM
t
Rhonda Thompson
From: Rhonda Thompson
Sent: Thursday, September 10,2020 11:23 AM
To: 'Jim Hunter&Associates'
Subject: FW:220192290011 and 220192290012
Hi Jim,
I will be putting the two Adam Laneer designs on E Old Farm Rd on hold until the moratorium waiver is approved. Please
see response from Michael MacSems below.
Thanks,
Rhonda Thompson
Environmental Health Specialist
Mason County Public Health
415 N.Wh St.Shelton WA 98584
RThompson co mason wa us
360-427-9670,ext.581
From: Michael MacSems<Mms@co.mason.wa.us>
Sent:Thursday,September 20,202011:19 AM
To: Rhonda Thompson<RThompwn@co.mason.wa.us>
Subject:Re: 220192290011 and 220192290012
Rhonda,
They have a waiver moratorium under review, but they are probably going to need to change their site map
due to a sloped wetland.You should put these on hold until the waiver is approved. And then you also will
need to make sure that your permit approval match the revised waiver envelopes.
Michael MacSems
Subdivision, Forest Practices, Historic Preservation
Mason County Permit Assistance Center and Building and Planning Departments are currently closed to the
public.Staff are continuing to work for you either from home, in the field or in the office.To find out how we
are operating TODAY, please visit: http�//www co mason wa us/community-services/building/index.php.
1
From: Rhonda Thompson
Sent:Thursday,September 10,2020 9:11 AM
To:Michael MacSems
Subject:220192290011 and 220192290012
HI Michael,
Hope you are having a great morning. I have a couple SWG designs I was ready to sign off on until I noticed a six-year
prohibition on development.These are 220192290011 and 220192290012 and I have attached their site plans here.
Can you let me know the status of these and if I am able to issue these permits?
Thank you so much,
Rhonda Thompson
Environmental Health Specialist
Mason County Public Health
415 N.6t'St.Shelton WA 98584
RThom oso n taco.mason.wa.us
360-427-9670,ext.581
2
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH GAI1. Of _ I _ D�JU
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INSPECTOR SIGNATURE q1., DATE APP.ICATICN EXPAXPON MTE NIUMTDNAPPR04EDBY DATE
THIS FORM MAY Ed MANNED AND AVAILABLE FOR PUBLIC NEW ON THE MASON COU RENSEDINrz015
a DESIGN FORM—PAGE ONE Assessor's Parcel Number:aao 19
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 maybe scanned and available for public vlewon the Masan County Web site.Maximum pope,'size: it"X IT'
PARCEL IDENTIFICATION
Permit Number: SWG Designer's Name: JIM HUNTER
ADAM LANEE — 360-753-1226
Applicant's Name: Designer's Phone Number.
Mailing Address: 1950 BLACK LOAKE BLVD SW Designer's Address: PO BOX 162
OLYMPIA WA 98512 OLYMPIA WA 98507
City State Zip city State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Said Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Makc Modd ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 4rPm.suae ❑Trench IfBed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 200
Daily Flow:Operating Capacity 2'10 gpd Length 60 ft
Daily Flow:Design Flow 3 (,ao glad Diameter 11/2 in
Septic Tank Capacity 1,200 gal Number 3
Receiving Soil Type(1-6) Separation 3,33 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area (0 60 ft" Total Number of Orifices 102
Designed Primary Area (000 ft, Diameter 3116 in
Designed Reserve Area (0 00 ft2 Spacing 21 n
TrenchBed Width 10 ft Manifold
TrenchBed Length 60 ft Schedule/Class 200
Elevation Measurements Length I it
Original Drainfield Area Slope Q % Diameter 1 112 in
New Slope,If Altered % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation unslo9e 4 " in Transport Pipe
from Original Grade no,.m-snipe 9 in Schedule/Class 200"
Designed Vertical Separation 24 in Length 55 ft
Gravelless Chambers Required? l(Yes 0 No 0 Optional Diameter 1 1/2 in
Pump Required? IdYes ONO Dosing and Pump Chamber
Pump/Siphon Specifications - Number ofdoses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal
Orifice 2_6 R Chamber Capacity 1,000 gal
Uppermost Orifice ItHigher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 59.790 gpm Wimer OElJ�apse Meter Rlfvent Counter
Calculated Total Pressure Head 13.552 It If Timer: Pump on Its.— Pump off 'IT.*
Comments A P R O V
0
MASON COUNTY MENTAL HEALTH
\ RET
r DESIGN FORM—PAGE TWO Assessor's Parcel Number: 0_1_,rq --
Permit Number. SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
❑ Test hole locations ❑ Drainfield orientation and layout Reference depth from original grade:
❑ Soil logs ❑ Trench/bed dimensions and ❑ Septic tank
❑ Property lines critical distances within layout ❑ Drainfield cover
❑ Existing and proposed wells ❑ 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 ❑ Laterals,trench/bed,top and
surface water and critical areas ❑ Observation port location bottom
❑ Location and orientation of ❑ Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ❑ Manifold placement ❑ Sand augmentation
components ❑ Orifice placement Other cross-section detail:
❑ Location and dimension of ❑ Lateral placement with distance ❑ Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
❑ Buildings ❑ Audible/visual alarm referenced Yes No
❑ Direction of slope indicator ❑ Scale of drawing shown on scale ❑ ❑ Design staked out
❑ Waterlines bar ❑ ❑Recorded Notices attached
❑ Roads,easements,driveways, ❑ ❑Waiver(s)attached
parking ❑ ❑Pump curve attached
❑ North avow and scale drawing ❑ ❑Evaluation of failure
shown on scale bar Non-residential Justification
❑ ❑Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer most be notified by insfa ter l r Ilation ❑Yes Of No
8'-Sc'-Z_4
Signature of Des r Date
I The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
Environments ea p tahst Date
CAUTION: DESIGN APPROVAL 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-
:_�
✓ Drainfield site conditions have not been altered to adversely affect conditions of desi r 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: 12Y72015
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCELM 22019-22-90012
DATE SUBMITTEI 08/27/20 LEGAULOT M
SUBMITTED BY: JIM HUNTER C n
APPLICANT: ADAM LANEER A R O E✓
ADDRESS: 1960 BLACK LAKE BLVD M
OLYMPIA,WA 98512 S' 020
I.CALCULATIONS MASON COUNTY
NTALAEALTK
ET
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPDIFT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 10 FT X 60 FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= NEW
III. DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >2'-0"
FILL DEPTH= 1'-01,
TRENCH WIDTH= N/A
IV.PUMP REQUIREMENT
1' @@
DOSING VOLUME IN GALLONS= 60 •A V �'31�'VO
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONSo
USING PIPE CLASS 200 5`• - • stllm�,ziin s�
ORIFICE 3/16 WASR MPa1EP
ENSED DBI,NM
aPiRIS: 03/12/1-,L_
PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT) 3.00
(NOTE(2):ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)SQ2X
SO ROOTOF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.71792
LATERAL LENGTH IN FEET= 60.00
ORIFICE SPACING= 1.9..
DISTANCE FROM END CAP= I' ll,
NUMBER OF HOLES= 34
LATERAL DISCHARGE RATE_ 24.409
LATERAL#2=
SQUIRT HEIGHT(FT) W m 3.00
ORIFICE DISCHARGE RATE_ \ 0,71792
LATERAL LENGTH IN FEET= / 0 60.00
ORIFICE SPACING= s w 1.9.
DISTANCE FROM END CAP= ,� 1' 1"
NUMBER OF HOLES= a 34
LATERAL DISCHARGE RATE= a 24.409
LATERAL#3= Q p
SQUIRT HEIGHT(FT) ¢ 3.00
ORIFICE DISCHARGE RATE_ 0.71792
LATERAL LENGTH IN FEET= 60.00
ORIFICE SPACING= 119..
DISTANCE FROM END CAP= 111.1
NUMBER OF HOLES= 34
LATERAL DISCHARGE RATE= 24.409
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 55.00 1.50 73.228 10.917
BC 1.80 1.50 48.819 0.169
CD 3.40 1.50 24.409 0.088
DE 60.00 1.50 24.409 1.560
. �` TOTAL= 12.734
f, - 31t + ZO
T' "TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 12.734
0�5 si.oZn 2)ELEVATION DIFFERENCE = 2.800
Fq 531.M1NfER _
KE.Y�_�OESIONEII g RESIDUAL = 3.000
LXPIRES: 03/221n. )
TOTAL= 18.534
MYERS ME7 SERIES
APPRO ED
0 2020 .
MASON CO NTY RONMENTALNE 0
CAPACITY LITERS PERM LITE
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