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HomeMy WebLinkAboutSWG2023-00389 - SWG Application / Design - 9/18/2023 alk, MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269, EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00389 APPLICANT VAUGHTERS BRETT R & LORI A Phone: Address: 10820 SW STOCKHOLM DR WILSONVILLE, OR 97070 OWNER VAUGHTERS BRETT R & LORI A Phone: Address: 10820 SW STOCKHOLM DR WILSONVILLE, OR 97070 SEPTIC DESIGNER Richard Bazzell -Caliber Septic Design Phone: 360-509-7900 Address: 165 Tupleo Way POULSBO, WA 98370 Site Address: 81 E Smith Cove Way Primary Parcel Number: 120195000005 Permit Description: 3-bedroom gravity system Permit Submitted Date: 09/18/2023 Permit Issued Date: 09/25/2023 Issued By: David Anderson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/18/2026 (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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED Q _ L� —c 3 u) D COMMUNITY SERVICES c Cn AMOUNT RE V • RECEIVED W N •a,.• lc•ea mmunity Health/Environmental Health) C V) ._rj 427.9670.ext.40•• 360-275-4467,ext.400 — 4l5N.6th Street.-S. on,WA 98584 SWG G 0Wr% \/ 1 — 6/-' � O SEP 1 82023 - Y I Z cn RECEIVED i -SITE SEWAGE SYSTEM APPLICATION D � n PHONE APPLICANT m m Brett Vaughters 503-730-2790 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g 10820 SW Stockholm Drive Wilsonville OR 97070 co SITE ADDRESS-STREET,CITY,ZIP CODE 81 East Smith Cove Way Shelton WA 98584 I — NAME OF DESIGNER PHONE Richard Bazzell 360-509-7900 N NAME OF INSTALLER PHONE v To Be Determined n/a PERMIT TYPE(select one) DRINKING WATER SOURCE gi RESIDENTIAL OSS h COMMUNITY OSS COMMERCIAL OSS ffi PRIVATE INDIVIDUAL WELL 6-PRIVATE TWO-PARTY WELL Z I - TYPE p'OF WORK(select one) ]PUBLIC WATER SYSTEM Smith Cove Water(ID#I365IT) NEW CONSTRUCTION/UPGRADES h-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I 1 n 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE SUBMITTALS co In DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE Q I C 6WAIVER(s)(IF APPLICABLE) 3 0.29 acres 0 I DIRECTIONS TO SITE AND SITE CONDITIONS'(ex locked gate) V See Design (Sheet SD-1) for details I D o In I � u\ 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 ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS Tf fi= 0 -IZ led/ (sift/ova) 12-74`t M a1 S J(4o n9trir6m cc • Ttf 2=c!rni o m TN3: 0-Z(x'-611 (5frycfvred) 00 -- 7i-Pti' medc w/ 110 ►' e'fi tv 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. INSPEC R SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI m APPROVED'ISSUED BY DATE t Wzazi //T(ZC . / 77?5ao Z3 T S FOR AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 y LO/ q So 00 00' DESIGN FORM—PAGE ONE Assessor's Parcel Number: I ( -- -- A design will be reviewed when 3 copies of each of the following are submitted: '1 Completed design form that has been signed and dated. '1 Scaled layout sketch,including all applicable items on checklist '0 Scaled plot plan,including all applicable items on checklist. '0 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.c) J - CC-/FI9 Designer's Name: Richard Bazzell Applicant's Name: Brett Vaughters Designer's Phone Number: 360-509-7900 Mailing Address: 10820 SW Stockholm Drive Designer's Address: 165 NW Tupelo Way Wilsonville OR 97070 Poulsbo WA 98370 Cit State Zi s Ci State Zi. ' i .', ✓ . - Nam. i t-'iir C-�s��i�fvna2� ��..;;: _ -_..� .�ku ..�...,_� n.�. ,.-�.i..= u��L .-._as,..e....-.�, la ; _._ _ __.. .__. __ ..... ..,>I 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 I1 'Gravity 0 Pressure 0 Trench I1'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 '" Schedule/Class Graveless Chambers Daily Flow:Operating Capacity 36A Z7 v gpd/ Length 45 ft Daily Flow: Design Flow O% rt '2 O gpd r Diameter 36 in Septic Tank Capacity(working) 1250 gal Number 3 Receiving Soil Type(1-6) 3 — Separation 0 ft Receiving Soil Appl.Rate 0.8 gpd/fV Orifices Required Primary Area 450 ft2 / Total Number of Orifices n/a Designed Primary Area 450 ft2 " Diameter n/a in Designed Reserve Area 2546 ft2 Spacing n/a in Trench/Bed Width 10 ft ✓ J Manifold Trench/Bed Length 45 ft `� Schedule/Class D-Box Elevation Measurements Length n/a ft Original Drainfield Area Slope 2 % Diameter n/a in New Slope,If Altered n/a % ' Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 18-24 in / Transport Pipe from Original Grade Dow„-slope 20-26 in/ /'Schedule/Class 40/3034 Designed Vertical Separation 36 in / Length 45 ft Gravelless Chambers Required? lEr Yes 0 No 0 Optional Diameter 4 in Pump Required? 0 Yes l 'No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day n/a Diff. in Elevation Between Pump&Uppermost Orifice n/a ft Dose quantity n/a gal Drainfield Squirt Height/Selected Residual(head) n/a ft Chamber Capacity(flood) n/a gal Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head n/a gpm ❑Timer ❑Elapse Meter 0 Event Counter Calculated ToA RU E ft If Timer: Pump on n/a ,Pump off n/a Comments f �/ A site evaluation gp Qnglted with Mason County Public Health (Dave Anderson) on 08/29/2023. MACON COUNTY ENVIRONMENTAL NEA.LT, DJA __ s� -- C) CC0 .; DESIGN FORM—PAGE TWO Assessor's Parcel Number: f z ° 1 9 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Lot Test hole locations 63 Drainfield orientation and layout Reference depth from original grade: O Soil logs Lot Trench/bed dimensions and 0 Septic tank O Property lines critical distances within layout 0 Drainfield cover O Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Lot Septic tank/pump chamber and restrictive strata: O Measurements to cuts,banks,and locations ® Laterals,trench bed,top and surface water and critical areas 0 Observation port location bottom O Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation components ❑ Orifice placement Other cross-section detail: O Location and dimension of L0 Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 0 Buildings 0 Audible/visual alarm referenced Yes No 0 Direction of slope indicator 0 Scale of drawing shown on scale 0 ❑ Design staked out O Waterlines bar 0 0 Recorded Notices attached O Roads, easements,driveways, 0 0 Waiver(s)attached parking 0 0 Pump curve attached O North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification 'f, ❑ 0 Waste strength r a El 0 Flow DESIGN .11 r'• , The undersigned designer must be notified by installer:r - it 1n3 1,=tion 0 Yes 0 No %'- I , 4r AlI 0 2/vb,2! Signature of De a- 1037126 ,/ Date th ICH P L MIZELLs ' The undersigned has reviewed this design on ":.� ;�`��`Y;;` l `ERu"',Health aAdPO\iE D compliance with state and local on-si regulations:ns a l 7ZSI/0 a SEP 2 5 2023 Environmental Health Specialist Date MASON COUNTY ENVIRONMENTAL HEALTH CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDIEtit9N: ✓ The design is stamped"Approved"by Mason County Public Health. ���L7�✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7/1 ✓ 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 0) 0) A CON — -� — CO CO �) 0) CT A C..) 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C �m A m- U) O - V1 N o mC) d c^ m 7 C < m x a m Tom m n C m - � O - O i w v0z -i0 O Cn � Z m Z z cn A_ -I --- - - m M 0 410 co Cfl FTI'0 33 0 ' 0 = CD 10 CD cc, p O. m ao cc01 et II CD co CD ll Z m _ CO�m O to a - fl n alb a6. •• r oN Q C i ) 1:1111 z o - v an m D .. m v p A ���i n •ti CC qs co rri z 13 co Z w rot = Cn O(D 0- lo 'a a ay• . 'vr'_ pL4 aaa� 1 aa m o tr. O� � ' CD O • i �,_- CAa co Ise A to gay=" w .11 r QoD a , ` m0 ,..., „P. A0=T z P iliti 411 _____ a 0, 0 m <y__, ___i m oD _, 73 rn ma N KD = -13„ 70 > m m C/) Z � 7000 (n Cm O 0 y . O 73 U) KT 0 -O � � / 0v 70 O D �Zmm D � �o or no Cl] @N m -0 ; . om O �0 = C) I— r rn m " O C o O mc , co O � � ZO O x < O Dm , m o Z 2 m z -.I m O VZ COv9 � 000 -I O m r z m —{ m r c 0 I v m 0x 2• m O 03 > '1111=1 I I- D m x0 1=III—1 Z -1 u) • • ,EI 11=111= C) • • • • `• i111E111-111 O • • {•.•�111111111 ... z ' ' '1E111E1' 1I 111 1 111 ' C)/' ,I-1I_I-1111II=1I' . ' . ' ' . :I1L-111-111_!' --TOLATERAL • .H 11=111-111- • ' . ' , • . ' , [=111-111-�11-1I - • 111E111-111-11111E ' . ' • ' • • 11=111=111E-111--11 , • • • * ' 111_-111_-111.1111E .'. 11E111E111EI I IE11 . • • • :1111.111-111-- . . I-III=111=11 - III-i I EI11= • . 111-111E1 11= �--TO LATERAL _ 3 f• •, •, Ell 1-111-11 •. I I 1=11 i=1 I i= DO Oo 2 4 -ct O D - D D mm n m z - • • • • . TO m NC) 1- N o amz cnX 70 O T D T m n rrm T � m -�/ z .--)0 D o m m y Q -•--TO LATERAL m m � N -- m 4 Z 73 T m 0 M -I = O -a Dr Z Ci) Zc ZOm D z73 Z5 oo -v73D >-mm XZn0 411 n n c O mg • -o,m< / 2r"m / c = ,O OC z i (i.) y �--omD m (nZ� rD � " m m c' A �_ o:M ' —I m * O D R = c 3. 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'• .'I-IIIIII-111=1' o mm � IIIIII111 f i_ 1-1111E11111E_1' I 1 -1E111 . o o 111E111E111- -i11 * 1-III 111 __'' . 1--i i -I I I=1 11-1 1=.11 i—u 1 . . . . i 1!it1-1 D m xi NATIVE SOILr m • • . , . • Il- lli ' 1=f 1I-1 I I III-III-111 • ' • • ' I--I 11_-111__1 '1111=III=III. — cn - • 1--1 11=111=11 i — 7 m • . ' _ ' _J11E1T1E111E-111=111 O o m vp OD -n rili) w o� CD m = 1:7m n •o w -i H CT C Z 0 C N 0 co y ~� �O O 0 CV :gib coCD Ca . rim, cf) 0 ._. > o xi . ‘., - OGCO CD a V 4Ou t.v� ,,�= w O O n_ 1 O C c,i r ,n d a.e y r �JJ p -- c tip T- 1 m A N d 0 W . 31:11 A