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HomeMy WebLinkAboutSWG2023-00064 - SWG Application / Design - 3/2/2023 c., MASON COUNTY 415 N 6TH STREET,SHELT 98584 SHELTON:360 427-9679670,EXT 400 400 BELFAIR:360-275-4467,EXT 400 ' . Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00064 APPLICANT ALONZO CRUZ PEDRO Phone: 360-801-1674 Address: P 0 BOX 3044 BELFAIR, WA 98528 OWNER ALONZO CRUZ PEDRO Phone: 360-801-1674 Address: P 0 BOX 3044 BELFAIR, WA 98528 SEPTIC DESIGNER PAULA JOHNSON Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 470 NE Larson Blvd Primary Parcel Number: 123305100044 Permit Description: Repair -3BR Pressure Bed Permit Submitted Date: 03/02/2023 Permit Issued Date: 03/08/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/08/2026 (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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED- ^ a . - - -...:, MASON COUNTY u) N 4I, r- .:: COMMUNITY SERVICES AMQ E"E°'� R "'°�:{'� 03 v N Public Health(Community Heahh•'Environmental Health; cn o <.;.�;O.est A00or56G:;5�67.aI 40G SWG D �0 13 - bob L z 615 N.6t1+Street-Shelton WA 98584 ' cii ON-SITE SEWAGE SYSTEM APPLICATION m m p•01<= r APPLICANT Cruz Pedro Alonzo i (360) 801-1674 coc m MAILING ACDRESS-STREET CITY.STATE.ZIP CODE WA 98528 Q co P.O. Box 3044 Belfair, co ( ./ 98528 SITE •STREET,C .ZIP CODE WA O I � �y' cn 470 NE Larson Blvd Belfair, NAME OF DESIGNER .HONE (D I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER PHONE CI I Ca) < IfA W PERMIT TYPE(select one) DRINKING WATER SOURCE ® ��(( cc RESIDENTIAL OSS ]COMMUNITY OSS I l COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL ff.PRIVATE TWO-PARTY WELL Z I O WDRK(se(ectone/ IM PUBLIC WATER SYSTEM TYPE OF I aNEW CONSTRUCTION!UPGRADES REPAIR i REPLACEMENT OTHER DETAILS(select all tnal apply) 0 TABLE IX REPAIR 101 SUBMITTALSElSURFACING SEWAGE Q(EXISTING FAILURE 0 SHORELINE to liMIq DESIGN FORM(REQUIRED) RESEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 1— o EWAIVER(S)(IF APPLICABLE) 3 BR .21 acres 0 10 DIRECTIONS TO SITE AND SITE CONDITIONS.(ex Iocwetl pate) O Go out Hwy 3 and turn (L) onto Old Belfair Hwy. Turn left onto NE State Route 300. Turn right onto NE Sand Hill Rd. Turn left onto NE Larson Blvd. Go for 0.5 mi. Destination on (R), r I o "NE 470" on brown manufactured home. I -4. 41. 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 I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 36 6-13 11 'M \\ 1 MAR 0 2 2023 By-----Q---------- RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INS C R SIGNATURE DATE APPLICATION EXPIRATION DATE Li Ti APPROVED/ISSUED BY DATE —23 3-7-z� GI ! -( --13 T IS iMAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 N DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 3 3 0 — 5 1 — 0 0 0 4 4 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. 0 Cross-section sketch.including all applicable items on checklist. This form ma be scanned and available for blic view on the Mason Countyr Web site. Maximum .a-•r size: 11 X 1' Permit Number: SWG 2-4 —3 — 06° 6`f Designer's Name: Arrow Septic Designs Applicant's Name: Cruz Pedro Alonzo Designer's Phone Number: (360)898-2255 Mailing Address: P.O.Box 3044 Designer's Address: 171 E Vuecrest Dr Belfair WA 98528 Union WA 98592 Cit State Zip City State Zip , �N , :troy � Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand lied Drainfield ❑ Recirculating Filter.Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:_ Drainfield Type ❑Gravity gPressure 0 Trench li 'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 22.5 ft Daily Flow:Design Flow 360 gpd. Diameter 1.25 in Septic Tank Capacity(working) existing 1,200 gal Number 8 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl.Rate 0.8` gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices 40 Designed Primary Area 450 ft2 Diameter 3/16 in Designed Reserve Area 450 ft2 Spacing 60 in Trench/Bed Width 10 ft Manifold Trench/Bed Length (2)22.5 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 0 % Diameter 1.25 in New Slope. If Altered 0 % Preferred manifold configuration used? l'Yes 0 No Depth of Excavation Up-slope 24 in Transport Pipe from Original Grade Down-slope 24 in Schedule/Class 40 Designed Vertical Separation 24 in Length 35 ft Gravelless Chambers Required? 0 Yes li No 0 Optional Diameter 2 in Pump Required? 56 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff. in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) new 1,000 gal Uppermost Orifice Higher CI Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.6 gpm 'Timer l'Elapse Meter li'Event Counter Calculated Total Pressure Head 7.66 ft If 'rib P p n 2 min ,Pump off 6 hrs Comments it ir ,"Y MAR 0 8 2023 A MA83N COUNTY E1v1lRONNin JAL htALI-1 t%°1 Jew DESIGN FORM-PAGE TWO Assessor's Parcel Number: 1 2 3 3 0 - 5 1 -- 0 0 0 4 4 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch El Test hole locations G ' Drainfield orientation and layout Reference depth from original grade: lid Soil logs g Trench/bed dimensions and Cif Septic tank g Property lines critical distances within layout g Drainfield cover g ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts.banks.and locations C>1f Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of Ig Clean-out location 0 Curtain drain collector curtain drain and all absorption Ig Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: 0 Location and dimension of Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 121 Buildings g %`1, Audible/visu� m referenced Yes No ❑ Direction of slope indicator g Scale of dr ; •' wn on scale g ❑ Design staked out ❑ ::::ne5 bar 0 gRecorded Notices attached 1 easements.driveways, ,�y. M4.y• , t ❑ g Waiver(s)attached t 1 ❑ Pump curve attached ,f�" '� �` 'v1 g ❑ Evaluation of failure g North arrow and scale drawing , :4,:.,.shown on scale bar AP '•. . 5100349 j-� anuGA roar JoKNsoN . Non-residential justification S ."'- • ' 0 g Waste strength EXPIRES 1 ❑ g Flow DESIGN APPROVAL The undersigned designer mus notif d by ' stal ler at time of installation g Yes 0 No Z.-LS'Z3 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 on ''regulations:II t G)tl/JV' h 3-� ` _3 Env'ron al 1-ealth Specialist 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: 3 `7-2 Y ✓ 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 Arrow Septic Designs 171 E. Vuecrest Dr. Union, WA 98592 February 24,2023 Mason County Department of Health Services 415 N 6th St Shelton, WA 98584 RE: Cruz Pedro Alonzo(Parcel#12330-51-00044) Evaluation of Failure Dear Inspector: Attached is a repair septic design for a property located at 470 NE Larson Blvd, Belfair,WA 98528. There is an existing 3-bedroom manufactured home that ties into a gravity septic system installed in 1994. The existing system has a 1,200-gallon 2-compartment septic tank and the old drainfield was designed using a 1.2 application rate so it is only 300 s.f.. At the last pumping, it was found that the drainfield is not taking water the way it should. Upon further investigation, it was discovered that the drainfield is saturated and ponding. The existing 1,200-gallon 2-compartment septic tank may be kept/re-used and must be retrofitted with risers and lids to the surface and an effluent filter. The installer is to ensure the tank is watertight. It will be followed by a new 1,000-gallon pump chamber. The new drainfield consists of 450 s.f.of shallow pressure bed using an application rate of 0.8. The system will also have a control panel including timed dosing, a counter and elapse meter to prevent overuse and facilitate ongoing operation and maintenance. This is a compliant repair with 24"+of vertical separation. There are no surface water or well setback issues. The property owner's contact information is as follows: Cruz Pedro Alonzo P.O. Box 3044 Belfair, WA 98528 (360) 801-1674 If you need further information, please contact my office at(360) 898-2255. 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MAR 0 8 2023 ...,MSON COUNTY ENVIRONMENTAL HEALTH JBW O./..--, . �,..5 �a�r � ��QtiLv4A�S LI: M P � � ' I �1r 30 1.5 '',,"n., FctcJh. aa-. (\o.S .5c1 \\A ` 'r ( It z� 1 .25" Sched 40 Laterals �. (5 T 3/16" orifices (o0"O.C. / r per lateral. . .1st & last on ( .. or, i /9 /�h from end of bed. / i y / i ZSeaV4Q. o S I ( (S.' ZO' SCREW ON CAP 45 DEGREE ELBOW NOTE, LATERAL -O=OBSERVATION PORTS--TO BE 4" END OF oeffICE PVC PIPE FROM BOTTOM OF TRENCH DITCH TO FINISHED GRADE. REMOVABLE DETAIL CAP SHALL BE INSTALLED ON CLEAN OUT OBSERVATION PORT PIPE. ANCHOR ON BOTTOM WITH GLUED ON TEE. NOTE, CLEANOUT TO BE FROM 0 TO MINIMUM OF 4 IN SYSTEM. INCHES BELOW FINISHED GRADE. _._ MARK ENDS WITH REBAR. CLEAN OL -1- REQUIRED AT END OF EACH LATERAI • b Pe--0. t),\. ;ei,%.4_03 n I, • i.14 ' .0.4kfr, .{ 1) ,.._12 -/. - ' I41 i/''' :- . 3i4'OfA0 ,,p ,f. h tt" .). 2d I t-f siocaas 4.e_4• { f''� PAULA JOY JOHNSON �' • EXAMTii 7 ;) Fi () II r• ; . ea-r� �eQ.. • MAR 082023 iiiii MASON COUNTY ENVIRONMENTAL HEALTH Ply 5of9PAGES JBW Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 270 22.5 60 5 15 15 bed 1 2 270 22.5 60 5 15 15 bed 1 3 270 22.5 60 5 15 15 bed 1 4 270 22.5 60 5 15 15 bed 1 5 270 22.5 60 5 15 15 bed 2 6 270 22.5 60 5 15 15 bed 2 7 270 22.5 60 5 15 15 bed 2 8 270 22.5 60 5 15 15 bed 2 Total Lateral Length 180 Total#Orifices 40 GPM = 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 35 40 0.35 ft. Feeder Total Lateral Line Length Lateral#1 22.5 4 26.5 5 0.04 ft. Lateral#2 22.5 2 24.5 5 0.04 ft. Lateral#3 22.5 2 24.5 5 0.04 ft. Lateral#4 22.5 4 26.5 5 0.04 ft. Lateral#5 22.5 4 26.5 5 0.04 ft. Lateral#6 22.5 2 24.5 5 0.04 ft. Lateral#7 22.5 2 24.5 5 0.04 ft. Lateral#8 22.5 4 26.5 5 0.04 ft. Total Elevation Lift 5.00 ft. Total Dynamic Head At 7.66 ft. 4w� n ip F) . 1 If E . ..• .,-7.:,.- r�' 51LD3d3 s a I 1,.$ 4 .., y'r. PAULA JOY JOHNSON.��% , MAR 0 8 2023 "'; ' 'i'CFftS tipi=SfGW1:: ' ir 1 . . � ,..ASON COUNTY ENVIRONMENTAL HEALTH JBW i 151, 15 137 �'3 , 1 __ ._. Flow-Mate - Dose-Mate ort, In high head dewatering or effluent This is our fastest growing line of effluent applications where pumping pumps.The 1.50 series is truly a workhorse performance is critical, this robust designed for reliability under extreme family of pumps is known for reliability, conditions in an effluent environment.150 durability and performance. These series pump curves cover a wide range pumps are especially suited for harsh of applications. They are well suited to .rr� a lications with low pressure pipe (LPP) environments.Zoeller's cool run design and enhanced flow STEP systems.Zoeller's and corrosion-resistant,powder coated epoxy finish add up to a long-lasting, cool run design and corrosion resistant, trouble-free product. y powder coated epoxy finish,in addition to I— the hermeticallysealed,oil-filled motor and Z ' non-clogging vortex impeller add up to a a long-lasting,trouble free product. �Q� J �� w 0 ,,. ,l. ( MADE INTHE USA I��_��//�l�/%! Or ,, o.,,.,m.,.w,.LL ' MADE INTHE USA L,.K...".,,>.. R W a APPLICATIONS: APPLICATIONS: 2 • STEP or onsite applications • STEP or onsite applications • Water transfer 15 p • Light commercial dewatering Cn i• Light commercial dewatering : PR ECIFICATIONS: SPECIFICATIONS: s .,,a Q Eh/2 NPT discharge ▪ 1-1/2"NPT discharge f `, AR10 HP through 1/2 HP • 1/2 HP through 1 HP .,ubC0/ V 20 . • A liable in nonautomatic or with a variable level • Available in automatic or nonautomatic Nr' C/1/1// ' p ggyback mechanical switch • Model 137,139,140:1/2"(12 mm)spherical solids Jo gokilF 1/2"(12 mm)spherical solids capacity with vortex capacity with vortex impeller MI 4L h her,moplastic impeller • Model 145:3/4"(19 mm)spherical solids capacity with -i For . h'nformation,see Technical Data Sheet FM2784. vortex impeller • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. JM f w PUMP PERF•• • NCE CURVE m PAW MODE 52/153 MODEL 1371140'145 50 "- — ,■■■■■■■■■ 14 45 153 r. u ,■■■■■■■■■ 12_ 40 w ■,■■■■■■■■ ■'■■■■■■■■ 35 10— 152 ■■„■■■■■■■ $ 30 w• ,"■■■■■■■ 8 25 1"■■■►\■■■■■■ r ■■■►■■■■■■ 6— 20 r ■■■■\■■■■■ e ,• ■■■■,1,■■■■ 4— 15 ■'''■.,■■■ 70 ro ■■■\►!1\\■■ 2— X , ■■■■■1,,`■■ 5 ■■■■■„■''U > 0 10 20 30 40 50 60 70 80 90 100 o ■■■■■®■■11® GALLONS 4 :o .4 .. .4 w > ao xo LITERS I i I 1 I i 1 I 0 40 80 120 160 200 240 280 320 360 uws ....c m .0 FLOW PER MINUTE olesca 910.9V9I wrt 152655 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 1: 11jnll12.111.1111==aigg.r. %WM LID MTN GAS TAM'SEAL \ -. • I mar mem \ I 1 ACCSS=ram 1 r i I -------7------ I r7 i i i PROM SEWAGE i ""' i 1 1 i FLOM'.MAT i i :-...1 i 1 I • I i PAIK i . ' sotK= I - APPROVED . . , ,......; : -...; EFFLUBIT 1 „ 1 SITS : 1 ,• ,.. , , • - MAR 0 SEPTIC 8 2023 (TYPICAL ,„v COUNTY ENVIRONMENTAL HEX:: i . • TANK 1 ,,AQ,'. , . Ma W SECURED UD marg.eAs TIGHT SEAL . p... TIMEADCD UNZON • , 4'=MEM ACCESS RISER i MICE FIN=GRACIE . N--- .•J ' VALVE s i ROM SEPTIC e Ji ! t - 4i4 "C' ,• .,- --.).To DRADENELD TAM: LI----------? '-1 r. A 1 ; 4-1 I i 1 X 1 ---n- EMERGENCY STORAGE I t 1 I I : i ANn SWOON MGR WATER ALARM LEVEL i 1 111# i• : I VALVE* 1 1 ,• : f r? C' 11 I I NORMAL TDIER OFF ave. I 1 YIORKING VOLUME ' *--...1,41., DIDEFEMOSIT • ,I ......... t...1.....4. ;T i I FLOAT=EN , • i 1 FACIASED PUMP SEDIMENT MOW • 1 I '""• -*'w-r_LI CHECK VALVE Ir ' a t 1 • .2- 1 • SEDDICHETS ' i 1 '- 1 COMMIGAL PUMP . MEMP-CHAMBEE. (TYPTC.41.3 . I z AS MEM 1 . "Note: Septic Tanks must meet standards required by kiiqtC chapter 246-272C FIGURE 2 and manufacturer must be on the Dept of Health list of registered sewage tanks.** • • . . b of ct Wouscu' Septic Deo cgnvs •,,; ��,,�yy LNSTALLATIOIV & NTENANCE • S100349 Pressure Distribution Systems - Bed "l PAULA JOY•JOMNSON EXPIRES $ 1. Install Laterals with contour of the round. 2. Install bed bottom level. 3. Install locator tape or rebar at each end of all drainfield laterals. of 2 required in each 4. Install observation ports as indicated ono�nati plan. Minimum interface. Glue"T" to bottom so bed with bottom extending to the Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking• must extend to within six inches 6. Install threaded clean-outs at the end of all laterals (cap of finished grade and be marked with locator tape or rebar). 7. Install audio/visual high water level alarm. Redundant off switch required. 8. Install 1/8"mesh non-corrosive pump screen(min. 12 sq. ft. surface area, not to interfere with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic tank. Pull bio-tube every 6-12 months and flush back into tank. back into the 9. Install check valve in pump outlet line to prevent system from draining pump chamber. 6 10. Tee to Tee construction between laterals and manifold with orifices oriented at pressure o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after test and Environmental Health Dept. approval,turn orifices down (6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 11. Filter fabric required over fabricdrain k prior o back filling. If the s down the trenc drain rock extends above natural Fade, run the filter wall. 12. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 13. Divert all storm water runoff away from on-site sewage system. 14.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 15. Have the septic tank and pump chamber pumped or inspected every 3 to 5 years. 16.No vehicular traffic over drainfield area. 17. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 18. Ali materials and workmanship must meet County and State regulations. 19. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 20. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 21. All pressure systems with a pump chamber outlet higher than the drainfield must have a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 22. All transport lines under driveways or parking areas must be encased to prevent crushing. 23. Homeowner is responsible for all property lines. PPROVEj. MAR 0 3 2023 C)(1-6- MASON COUNTY ENVIRONMENTAL HEALTH