HomeMy WebLinkAboutSWG2022-00613 - SWG Application / Design - 12/13/2022 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
(A, BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT400
y " " FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00613
APPLICANT WATERMARK EST MGMT SERV LLC Phone: 1.425.576.3393
Address: 10230 NE POINTS DR STE 200 KIRKLAND, WA 98033
OWNER WATERMARK EST MGMT SERV LLC Phone: 1.425.576.3393
Address: 10230 NE POINTS DR STE 200 KIRKLAND, WA 98033
SEPTIC DESIGNER MICHAEL MOREN- PE Phone:
Address: 10230 NE POINTS DR. Ste. 200 KIRKLAND, WA 98033
Site Address: 6999 E STATE ROUTE 106 SITE K
Primary Parcel Number: 322335000011
Permit Description: Replace tanks and cover over DF on Watermark community OSS
Permit Submitted Date: 12/13/2022
Permit Issued Date: 02/27/2023
Issued By: Rhonda Thompson
Current Permit Fees Paid: $1,160.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 02/27/2024 (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 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.
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OFFICIAL USE ONLY
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MASON COUNTY 1�'NI SERVICES AMOU R EI RED E tiote
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427.967e.e t 400 0 16b275 4467.ext.400 DATE RECEIVED::S W GClili — o V���
415 N.6th Street-Shelton,WA 98584 � Q
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ON-SITE SEWAGE SYSTEM APPLICATION
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APPLICANT PHONE m
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Watermark Estate Management Services LLC (425) 576-3393 z
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE E
10230 NE Points Dr., Ste. 200 Kirkland WA 98033 a)
SITE ADDRESS-STREET.CITY.ZIP CODE "
6999 E. State Route 106 Union WA 98592 I w
NAME OF DESIGNER PHONE N
Michael Moren, P.E. (360) 318-4704
NAME OF INSTALLER PHONE 0 tV
To Be Determined <_
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PERMIT TYPE(select one) DRINKING WATER SOURCE
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F.RESIDENTIAL OSS I I COMMUNITY OSS COMMERCIAL OSS ft PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z W
TYPE OF WORK(select one) �7 ' PUBLIC WATER SYSTEM Alderbrook Water Co-Mason Co PUD#1(ID 01050B)
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5-NEW CONSTRUCTION/UPGRADES l REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR ( CP
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE W
DESIGN FORM(REQUIRED) IffSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 0 ( co
ON/AIVER(S)(IF APPLICABLE) 4 OSS Tank Only Form 17 multiple lots,see design drawings C7 IX I O
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
Travel East from Union on Highway 106, property on left just before Alderbrook Resort. I O
Note: This application covers replacing concrete septic& pump tanks with Roth poly tanks to address infiltration &
inflow(I&I). Two new sewage pump stations will be installed due to conflicts with existing infrastructure and the p I O
need to relocate septic& pump tanks at those locations. It also covers removing & replacing the drainfield cover —i
soil due to poor cover soil during drainfield installation, causing drainage issues and soggy ground (not due to I
drainfield failure). For parcel numbers (multiple), see first page of design drawings.
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)
0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
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. 22
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RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
/7/1 fiLl 011UNNYI Z/7-'7(2 B
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED'2/7/2015
OFFICIAL USE ONLY
DATE RECEIVED:
" MASON COUNTY D
•16 A{ COMMUNITY SERVICES AMOUNT RECEIVED: RECEIVED BY W U)
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Public Health(Community Health/Environmental Health) - < N
360-427-9670,cxt.400 cc360-175-4467.ext.400 0
-- 415 N.6th Street.Shelton,WA 98584 C`^` _ �_ 0
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ON-SITE SEWAGE TANK ONLY APPLICATION
APPLICANT PHONE m m
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Watermark Estate Management Services LLC (425) 576-3393 z
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MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE
10230 NE Points Dr., Ste. 200 Kirkland, WA 98033 co
SITE ADDRESS-STREET.CITY.ZIP CODE
6999 E. State Route 106 Union, WA 98592 I cA)
NAME OF DESIGNER PHONE I N
Michael Moren, P.E. (360) 318-4704
NAME OF INSTALLER PHONE tV
To Be Determined
TYPE OF WORK(select one) DRINKING WATER SOURCE N
❑ NEW CONSTRUCTION/UPGRADES 8 REPAIR/REPLACEMENT 0 PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL z ( W
COMPONENT(S)TO BE REPLACED/INSTALLED 0PUBLIC WATER SYSTEM Airerbrook Water Co-Mason Co.PUD Cl(ID 01050B)
® SEPTIC TANK ® PUMP TANK 0 RV HOLDING TANK BEDROOMS LOT SIZE I (Jl
▪ OTHER multiple septic and pump tanks
17 multiple lots,see design drawings co
OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST 0
❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE ® 100FT+PUBLIC(COMMUNITY WELLS 0
SUBMITTALS SOFT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS CD
I] PLOT PLAN(REQUIRED) ®TANK CROSS SECTION(REQUIRED) 10FT+DRINKING WATER SUPPLY LINES O
0 PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) ® 5FT+PROPERTY!EASEMENT LINES,FOUNDATIONS,FOOTINGS
PLOT PLAN CHECKLIST r
I CD
III® PROPERTY LINES AND EASEMENTS ® EXISTING!PROPOSED STRUCTURES ® EXISTING!PROPOSED OSS COMPONENTS AND LINES
® WELLS WITHIN 100FT ® WATER SUPPLY LINES M DRIVEWAYS/PARKING ® SURFACE WATERS,STREAMS,RIVERS.ETC... —�
® DIRECTION OF SLOPE/CONTOURS I PERIMETER/CURTAIN DRAINS III NORTH ARROW E SCALE BAR
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
Travel East from Union on Highway 106, property on left just before Alderbrook Resort.
Note: This application covers replacing concrete septic& pump tanks with Roth poly tanks to address infiltration &
inflow(I&I).Two new sewage pump stations will be installed due to conflicts with existing infrastructure and the
need to relocate septic&pump tanks at those locations. It also covers removing & replacing the drainfield cover
soil due to poor cover soil during drainfield installation, causing drainage issues and soggy ground (not due to
drainfield failure). For parcel numbers (multiple), see first page of design drawings.
OFFICIAL USE ONLY BELOW THIS LINE- -
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER:
COMMENTS I CONDITIONS
SEWAGE TANKS MUST BE LISTED UNDER DOH'LIST OF REGISTERED SEWAGE TANKS TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS.EQUIPPED WITH RISERS
AND LIDS TO SURFACE,AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE). RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
7- t?---1 ' 13\SoillrY1 Z4Z-21Z
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
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Memo MAGNUSSON
KLEMENCIC
ASSOCIATES
Structural+Civil Engineers
1301 Fifth Avenue,Suite 3200 Seattle Washington 98101-2699 T:206 292 1200 F:206 292 1201 W:www.mka.com
TO Jim Davidson /James Davidson Architects DATE 9/15/2018
FROM Steven D Haluschak PAGE 1 OF 1
PROJECT Union Washington Residences Site Improvements PROJECT# A3071.50
SUBJECT UWR Kitchen Building Septic Summary
The new Kitchen Building is relocating a site support building and function, not adding a support building and
function. As a result,the septic design for the Kitchen Building is based on the same basis of design as the current
Kitchen Building. The septic load from the new Kitchen Building is anticipated to be roughly the same as the
current building and has been accounted for in the previous septic drainfield design for the site.
Based on water usage records, the maximum daily load from the Kitchen Building currently ranges from — 8
gallons/day to 48 gallons/day. As noted in the attached UWR Septic Summary Memo and Calculations, the
Kitchen Building (Lot 7) function is covered by the current bedroom count because the kitchen functions replace
functions that would occur in a standard house.
Please let us know if you have any questions or comments regarding the basis of design and/or calculations.
SDH/sdh
I:\HoodConalFacCiv\Calculations\Septic\20180915 HDCL-UWR Kitchen Building Septic Summary Memo.docx
AP
PROVED
FEB 27 2023
MASON COUNTY ENVIRONMENTAL HEAtTN
RET
1
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Memo MAGNUSSON
KLEMENCIC
ASSOCIATES
Structural+Civil Engineers
1301 Fifth Avenue,Suite 3200 Seottle Washington 98101-2699 T:206 292 1200 F:206 292 1201 W:www.mka.com
TO Jim Davidson /James Davidson Architects DATE 4/3/2018
FROM Steven D Haluschak PAGE 1 OF 1
PROJECT Union Washington Residences Site Improvements PROJECT# A3071.50
SUBJECT Septic Drainfield Calculations Summary
The attached Septic Drainfield Calculations Summary identifies the basis of design for the septic drainfield for the
Union Washington Residences Site Improvements, prior to the Ops Building addition.
The drainfield was sized and permitted based on the bedroom count for the Union Washington Residences covered
under the applicable permit. Although there are additional lots/buildings with drainage waste uses, it was
determined that these uses effectively replaced uses that would occur in the lots/buildings with bedrooms.
Therefore,these uses were counted and permitted under the bedroom count flowrates.
For the septic field loading factors, soils at the septic field location were determined to be Type 26 with a loading
factor of 1.0 (gal/sf/day).
Please let us know if you have any questions or comments regarding the basis of design and/or calculations.
SDH/sdh
I:\HoodCanalFacCiv\Colculations\Septic\20180403R HDCL-UWR Septic Summary Memo.dooc
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Union Washington Residences Site Improvements Note:
86671.52 Corrections noted in RED by Mike Moren,P.E.of Aqueous Solutions Engineering
as OSS Repair/Modification project.-Mike Moren,P.E. (2/1/2023)
Septic Drainfield Calculations Summary
Some LOSS Requirements Enforced at 2,000 GPD: 1.5 Safety Factor and 3'Vertical Separation
Calculated Total Length Number of
Lots Bedrooms Flowrate Area Required Required* Lateral Length Laterals
Lot 1
Beach House 4 480
Lot 2
House 4 2 240
*--
Lot 3
House 3 2 240 QLLI
4
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Lot 4 N w
House 2 5 600
NO
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Lot 5 N CC
House 1 2 240 CO w
*" 0 0 a_
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Lot 6 Cabin,Art Stu lo,Pool Cabana c>
Secon• RiCIttoomilistfe 2 240 Q o
Lot 7
Kitchen/Laundry** 0 0
Lot 8
Cabana**(Tennis/Pickelball Cabana) 0 0
Lot 9(N)
Barn** 0 0
Lot 9(5)
Maintenance** (Ops bldg.) 0 0
Total 17 2040
Modified Flowrate with 1.5 LOSS Safety Factor 3060
Drainfield
Type 2A Soil(gal/sf/day) 1.2 2550 850 70.8 12
Type 2B Soil(gal/sf/day) 1.0 3060 1020 85.0 12
Type 3 Soild(gal/sf/day) 0.8 3825 1275 106.3 12
*Based on 3-Foot Wide Lateral Trench
**Function is replacement of Function typically provided within Bedroom count
I:\HoodCanalFacCiv\Calculations\Septic\20180403R UWR Septic Summary Pre-Ops Addition.xlsx\20180403 UWR Septic Summary
February 26th, 2023
Rhonda Thompson, RS 0
Environmental Health Specialist W
Mason County Public Health
415 N. 6th St. `" o
Shelton, WA 98584 0 r w
CK m
RE: Hood Canal — Union Residences — OSS Repair Project CLw
SU: Response to Mason Co. OSS Design Review Comments a Z
Q o
Dear Rhonda,
This letter and its enclosure are in response to your On-site Sewage System (OSS)
design review comments you sent via email on February 8th, 2023 and our subsequent
phone conversations regarding the two items in your email. Your review comments are
summarized as follows:
1. "The valve boxes and cleanouts/flushing ports should be brought to grade. You
described on sheet 3 and in your cross sections that they would be buried 4
inches." In a subsequent email on 2/21/2023, you referenced Washington
Administrative Code (WAC) 246-272A-0238— Design Requirements— Facilitate
Operation, Monitoring, and Maintenance.
2. The fiberglass basins for the two Liberty Pumps packaged sewage pump stations
that I specified are not on the current Washington State Department of Health
(WSDOH) List of Registered Sewage Tanks (January 2023).
Regarding Comment#1 above, rather than apply for a "Class C" waiver to have the top
of the valve boxes below final grade, I have revised the "Drainfield Area, Great Lawn
Restoration Construction Notes" (Drawing No. G1.2; Sheet#3) and details (Detail No's.
1, 2, & 5 on Drawing No. C2.3; Sheet#15) to show the top of the valve boxes at Final
Grade. The revised "Construction Set, December 9th, 2022" drawing set is enclosed,
with the revised notes and details indicated with revision clouds and revision no. 1.
Regarding Comment No. 2 above, I have revised both the equipment specifications
(Drawing No. G1.4; Sheet#5) and sewage pump station detail sheet (Drawing No. C2.2;
Sheet#14) to include a statement that the pump basin shall be listed as an approved
pump basin on the WSDOH List of Registered Sewage Tanks (most current version) as
established in Chapter 246-272C WAC" (see enclosed revised drawings).
I am in the process of working with the regional representative for Liberty Pumps to get
their fiberglass pump basins registered with the WSDOH. Both Liberty Pumps and
Zoeller Pump Company use the same fiberglass basins manufactured by Topp
Industries Inc. out of Rochester, Indiana, and the pump basins for Zoeller are already on
the WSDOH List of Registered Sewage Tanks (January 2023). I anticipate that we'll
have the Top Industries pump basins for Liberty Pumps registered with the WSDOH
within the next few weeks and will advise you as soon as they are.
Aqueous Solutions Engineering,PLLC Ph: (360)318-4704 Em: mike.moren75@gmail.com
P.O.Box 1635
Bellingham, WA 98227 Page 1 of 2
Hood Canal-Union Residences—OSS Repair/Modification
Response to Mason Co. Design Review Comments
February 25th, 2023
For this overall OSS repair/modification project. we have generally broken up the project
in two parts: the Drainfield/Great Lawn repair/modification, and the tank replacement
repair/modification. Our desire is to begin construction as soon as possible with the
Drainfield/Great Lawn repair/modification, perhaps even on Monday March 6t1, 2023 to
have that part of the project complete and sod restored by the end of April 2023. The
majority, if not all of the tank repair/modification work would begin immediately after
Labor Day weekend 2023 and continue into the fall.
We would greatly appreciate it if an approval-to-construct could be granted by Mason
County Public Health for the entire project at the earliest convenience, with a mutual
understanding that ultimately the pump basins for the two sewage pump stations must
be on the WSDOH List of Registered Sewage Tanks prior to the use & installation of
those two systems. Alternatively, a conditional approval-to-construct by Mason County
Public Health could be issued for at least the Drainfield/Great Lawn work so we can
begin as soon as possible while we work on the WSDOH registration of the Liberty
Pump basins.
Please let me know how you/Mason County Public Health can proceed with approval-to-
construct at your earliest convenience.
Please contact me via phone (360) 318-4704, or e-mail mike.moren75 a(�gmail.com
should you have any additional comments or questions.
Sincerely,
Mike Moren, P.E.
Aqueous Solutions Engineering, PLLC
Cc: Matthew Mach, Rhodes Lodge (Watermark Estate Management Services, LLC)
Jim Davidson, Shane McGilvra (James Davidson Architects)
Colin Gilligan, Bill Burns, Rose Kracht (Fairbank Construction)
Justin Wells (Dano's Septic Tank Pumping)
Enclosures:
Revised "Construction Set, December 9th, 2022" Drawings
(revision clouds around revised items)
APPROVED
FEB 27 2023
MASON COUNTY AONMENSAIH�IjH
T
Aqueous Solutions Engineering,PLLC P.O.Box 1635 Bellingham,WA 98227
(360)318-4704
mike.moren75email.com Page 2 of 2
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z n � � mc rn - om 0mzrmco 72z0mm -<
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= Z Dm z 2m � m CO C"'0) D c -1 - Trc r w
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cn rrnn rnDm n
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rn m� m 77 < D D z m rn D D r n D > m r cDn < m A m C rn en r 3 o Z Z r z rn m m O
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oo T r K o z m o co M 0 o m O z D cn 70710 mm mm 3 O c r m 0 2 2 Oz r N z m
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m -i -i m D m 6. -1 x_ co co
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