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HomeMy WebLinkAboutSWG2024-00476 - SWG Application / Design - 4/28/2025f 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,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00476 Corr APPLICANT Apeland, Philip Phone: 1 Address: 2457 Marine Dr BREMERTON, WA 98312 OWNER Apeland, Philip Phone: Address: 2457 Marine Dr BREMERTON, WA 98312 SEPTIC DESIGNER Jim Zimny Phone: 360-516-7287 Address: 7178 WINDFLOWER PL NW SEABECK,WA 98380 SEPTIC INSTALLER LAURA HUBBELL* Phone: 360-779-9609 Address: PO BOX 752 KEYPORT, WA 98345 Site Address: 7381 NE Elfendahl Pass Rd Primary Parcel Number: 223027700040 Permit Description: New 4bd sandlined bed Permit Submitted Date: 12/27/2024 Permit Issued Date: 04/28/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/02/2028 (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 0 DATE RECEIVED. MASON COUNTY Z 7 /2.1 c N COMMUNITY SERVICES AMOUNT RECEIVED: 0 RECEIVED BY COv M PuhlkHeaNA(Community Health/Environmental Health! ? cn (p 36P427-9670.Dot.f00 a 360475-4467,ext-400 S W G /) (' o 415 H 6tA Street.Sbeiton,WA 98584 - /r ) 7 L1 - 00�f1 ( o 1_ Li-V C/ l!/ Z N CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION n $ m C) APPLICANT PHONE m PHILLP APELAND 360 471-5766 Z c MAILING ADDRESS-STREET.CITY STATE.ZIP CODE W 2457 MARINE DR BREMERTON WA 98312 m x SITE ADDRESS-STREET.CITY ZIP CODE 7381 NE ELFENDAHL PASS RD BELFAIR WA 98528 1N.1 NAME OF DESIGNER PHONE (� Jim Zimny 360-516-7287 1 NAME OF INSTALLER PHONE v `Piv All County Operations 360-779-9609 < PERMIT TYPE(select one) DRINKING WATER SOURCE O O WI RESIDENTIAL OSS 11 COMMUNITY OSS l COMMERCIAL OSS a PRIVATE INDIVIDUAL WELL O PRIVATE TWO-PARTY WELL z (�I TYPE OF WORK(select one) 3 PUBLIC WATER SYSTEM )1 P1 NEW CONSTRUCTION I UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETAILS(select ell tnee apply) 0 TABLE IX REPAIR SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE WSHORELINE 03 lor DESIGN FORM(REQUIRED) PI SEPTIC DESIGN(REQUIRED) BEDROOMS 4 LOT SIZE 5.04 n 1 -1 WAIVER(S)(IF APPLICABLE) DIRECTIONS TO SITE AND SITE CONDITIONS(e,, locked gate) from Belfair, follow Northshore Rd to Belfair Tayhuya rd and take the right. (Take a right At C NE ELFENDAHL PASS RD. the lot is 2.7 miles on left. r C . SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST MOLE MMIBERS 0 OFFICIAL USE ONLY BELOW THIS LINE— UPGRADE/FAILURE SOURCE(tor reporbng purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS ilk 0--1C 6, u PA- S CL1 & ) RECORD DRAWING AND'NSTALLATION 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 A CATION APPROVED/ISSUED BY DATE \Q.,1T\QAAIVV/ q—tiK i is/2,6 c0/11 ill. 6 n/r THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 223027700040— — 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 2024-00476 Designer's Name: Jim Zimny Applicant's Name: PHILLP APELAND 360 5?6 7287 Designer's Phone Number: Mailing Address: 2457 MARINE DR Designer's Address: 7178 WindfiDWef PI NW BREMERTON Wa 98312 Seebeck Wa 98380 CLEAR FORM .._ City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 'Sand Lined Drainfield 0 R_eci+culnting Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑ Gravity IS Pressure 0 Trench 1"Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications I Laterals Number of Bedrooms 4 Schedule/Class Sch 40 Daily Flow:Operating Capacity 360 gpd Length 48 ft Daily Flow: Design Flow 480 gpd Diameter 1 1/4 in Septic Tank Capacity(working) 1250 gal Number 4 Receiving Soil Type(1-6) 1 Separat3on 30" ft driving Sbii Appi.Rite 1:0 gpdif 2 Orifices Required Primary Area 480 ft2 Total Number of Orifices 80 Designed Primary Area 480 ft2 Diameter 1/8 in Designed Reserve Area 480 ft2 Spacing 28" in i Trench/Bed Width 10 ft Manifold I Trench/Bed Length 48 ft I Schedule/Class Sit i 40 Elevation Measurements Length 10 ft Original Drainfield Area Slope 1 °! Diameter 2" i; New Slope,If Altered 1 % Preferred manifold configuration used? lilYes ❑No Depth of Excavation Up-slope I"bt-2,-1'i ' 9 in Transport Pipe from Original Grade Do.,n_slope\—lk_ i t i Schedule/Class git, IA 0 Designed Vertical Separation , I`s in I. Length1(- ft Gravelless Chambers Required? 0 Yes P1 No 0 Optional Diameter 2" in Pump Requited? £1'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff. in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1500 gal IUli x;mstOtircc i Highcl ❑Lowei at" ap Shuiufi Pump controls.Please ehe&t .sa tegnirerl_ Capacity @Total Pressure Head �3 gpm L�J`I•imer elapse Meter ®'Event Counter I Calrttlatell Total pip_ 1l 21.7 n r. •r r: n„ ,. 2.46 Mln rs6hr� Head _. £ t�ite.. . .m,,e.. -ng.,�� Comments APPROVED APR 2 8 2025 MASON COUNTY ENVIRONMtN L,a>_htxi?l RET TNT'Q7 l'11•7 1'l%T1►g i,•l'.T' rIT • '- T_---� 17. 1_ -. r)n0/�n77f'A( Aft -- Permit1JLJ`h)1'.Ji\ 1'V1.1v1—I!Ilji 1 vv V t1JJ'GJJOI a Parcel piuuiucl. r�vvc.i r vvv-nr- Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ed Test hole locations ile Drainfield orientation and layout Reference depth from original grade: I P. Sui1 iugs I Trench ibed dimensions and e Septic tank la Property lines crideai distances within layout B Drainfield cover 0 Existing and proposed wells 16 D-BoxNalve box locations Reference depth from original grade within 100 ft of property Pt Septic tank/pump chamber and restrictive strata: Q Measurements to cuts,banks, and locations Laterals,trench/bed,top and surface water and critical areas V Observation port location bottom B Location and orientation of V Clean-out location 0 Curtain drain collector curtain drain and all absorption I sg NA or,iFiN1A„lonamo„+ I El Sand augmentation components Er Orifice placement Other cross-section detail: d Location and dimension of V Lateral placement with distance V Observation ports/clean-outs primary system and reserve area to edge of bed P T Buildings g Other Information 13 Audible/visual alarm referenced Yes No O Direction of slope indicator Pg Scale of drawing shown on scale 0 ifi Design staked out 171 `v., ..line+n I •.• �••.__•__�s bar I 0 "g Recorded Notices attached ' Ci Roads,easements,driveways, l L a ;aivciis)aii4lilcu parking s'�t. WI Pump curve attached ✓ North arrow and scale drawing ,'. ►o•r, 0 0 Evaluation of failure shown on scale bar 4"• ,a ',+ Non-residential justification r ty. 1 ,+� CI V Waste strength 3�+ 0 it Flow u..ueyueol�ancrt 4 nER pA The undersigned designer must be notifie y 'nstaller 'me of installation VYes 0 No / 3 1 ,-2 r- Signa of finer Date Tl.,. An-..: A i, ie '7 this .ins:..,. ....beh-ifof Mason ('.. ..t..D..h1;..He-11-1, n.,.1'le:er ine-1 it t�1r�i AA. l/I=MV=J=bL=VM M.1.V.•VV.VVl MVV=bS V=+ .../ Vw_="J •V ,..'. VV t.ps.W.VV ,...i.JMNA.tat. VVM•V! u. .VL,M V=.u. 1-7,Co (LS Environmental Health P alist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: I The design is stamped "Approved"by Mason County Public Health. \ \ iZJIO ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ 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. I i An Installation Fee is required. 1 This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 a) 41) hi 48 s►, a) N c c n (Ts p 1E -'N I A, 1 1 z -,-,,, ,6,,-- I APPROVED ii APR 2 8 2025 SON COUNTY ENVIRONMENTAL HEZTH RET F n I- o0 tY O `'- a o a N rdT.%*>. ---1 _. o III I I I -' G al " N *' O U c © I N � � iD "O c r. al M n c I II 1 � 1� I T' O > cu o\ td -� —4 - x F > c "0 ..s, 00 In 0 0 0 -a a} a) c 3 MI to 3 c1 m IA' I I I I I'. / s I I i"I r. I I s I d N w �t ;.mod �, N � i c _ vA cC 1 Li upa� i� ,C�� „2C\ -5- y, S iI Construction Notes for Pressure Distribution sand lined bed(TL-B)for edroom System: ma Install 6" 1 Y2 MINUS ROCK Install 4 -24' laterals of 1 1/4"sch 40 PVC pipe in a 10' x 48' bed. Install on 30"centers. 1/8" Orifices on 28" centers beginning 14"from the beginning of the lateral and oriented at 6 O'clock. Crniar vol 1 7" rnvar cand Install level and along contours. Install in dry weather only. Use 1250 -Gallon Septic Tank, and 1500-gallon pump tank with 2 locking lid risers on each tank. See pump Chart for Pump Specs Use Rhombus SJE Control Panel or equivalent w/audible and visual alarms for low and high water. System designed for typical residential waste strength sewage only. System designed for 480 Gallons Per Day reserve with TL B 10 x 48' bed APPROVED APR 2 8 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET A(� An-VM ninny LICE • DESIGNER • - r 2 )-- i e • • Pump Selection for a Pressurized System-Single Family Residence Project Parameters Discharge Assembly Size 9.00 i che` 100 i i i i i i i i i i l I i I 1 I I I I I I i I I I I i I Transport Length 150 feet I Ii I II Transport Pipe Class 40 I I I Transport Line Size 2.00 inches 90 I ,///, 1 Distributing Valve Model None Max Elevation Lift 10 feet t. Manifold Length 10 feet Manifold Pipe Class 40 80 Manifold Pipe Size 1.25 inches Number of Lateral Length rats per Cell 415 feet 11 1 1 _ 1 1 1 _ 1 �n 1 1 III Y_ Tl III ILL Ill r...,,.,.r o:.....w...... .n Lateral Pipe Size 1.25 inches Orifice Size 1/8 inches m . Orifice Spacing 2.33 feet v I Residual Head 5 feet C 60 l ' , nMstst Flow Meter None inches I— 'Add-on'Friction Losses 0 feet r Calculations = 50 FL.... �.., n., ar l-.L11_..L1.._-.1._1._1-_! Y.1 1 _ I I I I I i I Number of Orifices per Zone 84 _ 1 / Total Flow Rate per Zone 36.5 gpm 0 40 c Number of Laterals per Zone 4 .r4 %Flow Differential 1st/Last Orifice 1.9 % I•- Transport Velocity 3.5 fps I 'N'\ 30 I , Frictional Head Losses 1 Loss through Discharge 2.7 feet , 1 i 1 i T TM I . __ .__._d- f l d1 1 ! I . i l 1 1 I i I 1 III I I I Loss through Valve 0.0 feet • Loss in Manifold 0.4 feet . I — Loss in Laterals 0.2 feet Loss through Flowmeter 0.0 feet 10 'Add-on'Friction Losses 0.0 feet Pipe Volumes _ °� All R� 80 A 4nn 140 Vol G Transport Li�ib 26.1 pa is 20 *. w t� :GU 160 VnlnfhanifnII n a ...a.. w _� sr. -�-`--- --.....• _ r.ca vr ,rraryc t»llm1l Vol of Laterals per Zone 14.9 gals iblat Volume 41.8 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 36.5 gpm PFEF50 Effluent Pump System Curve: Total Dynamic Head 21.7 feet 1/21-IP,115/230V 10 Pump Curve: rung,Lpuuiai mange.APPROVED Operating Point: t Design Point:0 APR 28 2025 s' "Al '�+. MASON COUNTY ENVIRONMENTAL HEALTH 1� "1140, RET v 1., Or+e�iico =~� a.% LICENSED vi.S %Wt, s Y s 1 v 1 y- "L,— Pump Selection for a Pressurized System-Single Family Residence Project Parameters Distha!ge Assembly.Size 2.00 inches Transport Length 150 feet '00 i 1 1 i i i i .f i i i I i _1 i i i ii i i i .I i. i i f i i i l Transport Pipe Class 40 Transport Line Size 2.00 inches 90 / Distributing Valve Model None Max Elevation Lift 10 feet - Manifold Length 10 feet Manifold Pipe Class 40 80 1 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 4 l 11 I ) I / ' V I ' Lateral Length 4* teet I I I I I I iLI 1 I I I J......_".-+ I 1-—! • I [ I I Lateral ► Lateral Pipe Size 1.25 inches oi Orifice Size 1/8 inches to co Orifice Spacing 2.33 feet u. Residual Head 5 feet i 60 Flow Meter None inches 'Add-on'Friction Losses 0 feet m _ Calculations • / ' -Zone . ... c I III_ .Y.II IIIIIII I1111111 Number of Orifices per Zone 84 Total Flow Rate per Zone 36.5 gpm O 40 Number of Laterals per Zone 4 3 Flow Differential 1st/Last Orifice 1.9 % I° 1 ''--- Transport Velocity 3.5 fps 30 ' Frictional Head Losses _ 1 _t. Lossthrou h Discharge 2.7 feet ,�.. _r_g 9 _ �„ I111 _I ;� III 11I\ III 1111111111 ! Loss through Valve 0.0 feet LV Loss in Manifold 0.4 feet i '—i--- ,........„,/, 7..... Loss in Laterals 0.2 feet Loss through Flovmleter 0.0 feet 10 ' , 1 \ 'Add-on'Friction Losses 0.0 feet Pipe Volumes 0 20 __ 0a0 on Inn Vol of Transport Line 26.1 gain 40 OUll n �W rGv 140 160�V Vnl of 1111anifnLl -- --- -------------- ------- 0..-.lw -- r'ca vraa.naryc 1yNti1j Vol of Laterals per Zone 14.9 gals 7bta1 Volume 41.8 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 36.5 gpm PFEF50 Effluent Pump System Curve: Total Dynamic Head 21.7 feet 1I2HP,115/230V 10 Pump Curve: ° r 16),i.v. I _ I rump vprnriai rtange:. A�� Operating Point: A/ R O V E p Design Point: APR 2 8 2025 s, MASON COUNTY ENI�RONMENTAI H� " HEALTH ��IF1` " ` !. RFT ' NMI %° ...„..ama `14,/ LICENSED DESIGNER 1 ,N�*.• '.o. go. .1.%N. WI) SYSTEMS .7 , )r. 2 � 11111111.11111111111111111 GJ, r , I - LID WITH GAS TIGHT SEAL 1 24*DIAMETER ACCESS RISER \ - FINISH GRADE ril 1. / 1T 11� CHAMBER �rov PttOM 0lWAGE / i SOURCE _ RACING MAT APPROVED I I 11 1I ��F 'T.-.-- i s�rT�s • 17 co 8EPT10 TANK 1 a du O r Lamm I - 1 '3 i .-. - S®ouRED LD WITH GASTIGHT SEAL THREADED UNION ae_ PINION GRADE ameNtimmiiir VALVE• ' I Pr(' t 1-- --- a*TO ( I I r1 .PIE{ ' I TANK1. �\ STORAGE , ANTI SIPHON VALVE* HIGH WATER ALARM LEVEL • WORKING VOWME 11:1411 INDEPENDENT t OuVr Writ I .WNIaai rOgGeFF 1 _I Jl l—J I 'FOR FLOAT I Movtmwo INOLOSED PUMP -� a�saargewr SHROU • _ i CHECK VALVE* w SEDNIENT S Hi a SU EMERSIBUI CENTRIFUGAL PUMP I OG V IMMO rtitA1111=12 I ek a L - PVFICA14. 1 I *All NEEDED • • FIGURE 2 APPROVED - _ ="'� APR 2 8 2025 '`4,A. Y `3.4 MASON COUNTY ENVIRON IENT,AL HEALTH ; ENSED D�, 4 RET i LICENSED DESIGNER - 1 z Ephandahl Pass Rd ; / ,OL / 1 4 cn A /re �. i N < / ,'/ � I• NJ m 0 , I o i i o / I fD c/i N I / ` sz m i ! •; • n =4%0, / I� fD N —{ / I = �\1i i N w I \ I QCC -P. I \\ i ap N ; \ j �. I-, V \ \\ I •mil. o 0 N.) \\. \ I - \ \ I \ I = 33 J Pp APR D MASON CGUNTYENy18 ��?5 rn I N RDNMENTAL HEALTH o n REr 0.,,_�� I I 1 r r a1 �l 1 m y D ,, �sr��, O m IV cD Co 2 W I1) 1 r J� �� '""� �R�� %, SL lD n NaV , iis, e�`'� ��— Z fl- OD a Sv�; • ~' =o r N. Pi o - Z r� a O 0 o . 33 x CD ,�7 Gsa � xdN� ‹` Q I ry 'Ii` ••`�iti N n W o 0/. •• 0 00 •� a o r o 0 �•• z - I . if C00 Oy 0 II 1 0 0 �56 ��lr 1-1 IVCD cn NgX 0