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HomeMy WebLinkAboutSWG2023-00026 - SWG Application / Design - 2/1/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 L 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: SWG2023-00026 APPLICANT MERAZ ET UX FRANCISCO JAVIER Phone: 1.360.463.3619 GONZALEZ Address: MARIELA MEDINA MENDOZA SHELTON, WA 98584 OWNER MERAZ ET UX FRANCISCO JAVIER Phone: 1.360.463.3619 GONZALEZ Address: MARIELA MEDINA MENDOZA SHELTON, WA 98584 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO BOX 162 OLYMPIA, WA 98507 Site Address: 4717 US Highway 101 Primary Parcel Number: 319074100030 Permit Description: NEW SFR -4BR Permit Submitted Date: 02/01/2023 Permit Issued Date: 02/13/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/13/2026 (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 - MASON COUNTY PUBLIC HEALTH DATE RECEIVED ONSITE SEWAGE SYSTEM APPLICATION NT E RECE DW o 415 N 6th Street,(Bldg 8) Shelton WA,98584 / ,— cn Shelton:360-427-9670 ext 400 Belfair:360.275-4467 ext 400 S G cO - 2 2,( f/) O VVtV O x Z to APPLICANT PHONE > > FRANCISCO GONZALEZ 360-463-3619 m m MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE r 1313 W COTA ST #5 _ SHELTON WA 98584 z SITE ADDRESS-STREET,CITY,ZIP CODE CO 4717 W US HWY 101 SHELTON WA 98584 m NAME OF DESIGNER PHONE ADAM HUNTER 360-753-1226 NAME OF INSTALLER PHONE HOUSE BROTHERS 360-470-1707 ID I-0 CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE C P it NEW CONSTRUCTION El RV N RV HOLDING TANK ONLY PRIVATE INDIVIDUAL WELL ❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL 0 ❑ TABLE 9 REPAIR ❑ SINGLE FAMILY ❑ COMMUNITY/PUBLIC WATER SYSTEM ❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: ❑ UPGRADE TO EXISTING ❑ OTHER: BEDROOMS LOT SIZE I.....C., ❑ EXISTING FAILURE "Record Drawing required 4 5.12 co for all Installations" r DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) 0 1 HWY 101 SOUTH TO A RIGHT AT DRIVE FOR 4717, 4715 - FOLLOW TO FLAGGING h. lc r }) -I Iv SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS OFFICIAL USE ONLY BELOW THIS LINE ---- — - UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER. INSPECTOR SOIL LO S 1 COMMENTS/CONDITIONS r_,..k v_,( 0 (0 �� o �o �O r FEB 01 2023 By '��` SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INSPE OR SIGNATURE DATE APPLICATION EXPIRATION DATE AP I T NAP OVED BY DATE THIS AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12/7/2015 • `DESIGN FORM—PAGE ONE Assessor's Parcel Number:49_Q—/ -- � -- sJ_01 .3S-) A design will be reviewed when 3 copies of each of the following are submitted: '°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. 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: II"X 17" PARCEL IDENTIFICATION Permit Number: SWG 20.a3 "491='d,Z ' Designer's Name: ADAM HUNTER Applicant's Name: FRANCISCO GONZALEZ Designer's Phone Number: 360-753-1226 Mailing Address: 1313 W COTA ST#5 PO BOX 162 Designer's Address: SHELTON WA 98584 OLYMPIA WA 98507 City State Zip City State Zip DESIGN PARAMETERS; "' ,, Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 1211Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class 40 Daily Flow:Operating Capacity 360 gpd Length 48 ft Daily Flow: Design Flow 480 gpd Diameter 1.25 in Septic Tank Capacity 1200 gal Number 4 Receiving Soil Type(1-6) 1 Separation 2.5 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 480 ft2 Total Number of Orifices 80 i Designed Primary Area 480 f Diameter 3/16 in Designed Reserve Area 480 2 f}2 Spacing 28 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 48 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 6 % Diameter 2 in New Slope,If Altered N/A % Preferred manifold configuration used? "Yes 0 No 1 Depth of Excavation Up-slope 54 in Transport Pipe from Original Grade Down-slope 44 in Schedule/Class 40 Designed Vertical Separation 18 in Length 30 ft Gravelless Chambers Required? 0 Yes ❑No VOptional Diameter 2 in Pump Required? ',Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal Orifice 3 ft Chamber Capacity 1200 gal Uppermost Orifice 11tHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 46.894 gpm 11ifTimer m , .se a I 'Event Counter Calculated Total Pressure Head 7.027 ft If Timer: Pump on 80 , ,P tp e! VIE if Comments k FEB 1 3 2023 MASON COUNTY ENVIRONMENTAL HEALTH JBW E DESIGN FORM—PAGE TWO Assessor's Parcel Number�3 1107 -- j-_i_ -- 0S0_043 O Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Iii Test hole locations a Drainfield orientation and layout Reference depth from original grade: 9' Soil logs 9' Trench/bed dimensions and B( Septic tank 1 Property lines critical distances within layout ®' Drainfield cover 9' Existingand proposed wells Er D-Box/Valve box locations p p Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: 9' Measurements to cuts,banks,and locations ®' Laterals,trench/bed,top and surface water and critical areas l' Observation port location bottom 1 Location and orientation of a Clean-out location 0 Curtain drain collector curtain drain and all absorption 9' Manifold placement a Sand augmentation components 0' Orifice placement Other cross-section detail: g Location and dimension of l' Lateral placement with distance 9' Observation ports/clean-outs primary system and reserve area to edge of bed Et Buildings g Other Information fig Audible/visual alarm referenced Yes No 121 Direction of slope indicator 9' Scale of drawing shown on scale Er 0 Design staked out 1 Waterlines bar 0 0 Recorded Notices attached g Roads,easements,driveways, P p R 0 V E 0 0 Waiver(s)attached parking 6� 0 Pump curve attached 9' North arrow and scale drawing FE� ,.'/� 0 0 Evaluation of failure shown on scale bar 3 i Non-residential justification 'SON-COUNTY ENVIRONMENTAL HEALTH 0 0 Waste strength JBW 0 ❑ Flow DESIGN APPROVAL The undersigned designer i f . I o 'fie. : installer at time of installation 0 Yes Pit No or` 1/31/23 • ature of Designer Date The undersigned has reviewed thi design on behalf of Mason County Public Health and determined it to be in compliance with state and local o - .te regulations: blfrti —13- 3 vi enta Health Specialist Date CAUTION: DESIGN AP ROVAL 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: — Co ✓ 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 PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#. PARCEL#: 319074100030 DATE SUBMITTED: 01/31/23 LEGAULOT#: TR C 27/85 . SUBMITTED BY: ADAM HUNTER APPLICANT: FRANCISCO GONZALEZ ADDRESS, 1313 W COTA ST#5 SHELTON WA 98584 I.CALCULATIONS NUMBER OF BEDROOMS= 4 RESIDENTIAL GPD FLOW= 480 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 1 GPD/FT2 REDUCTION=LEAVE BLANK IF NOT USED DRAINFIELD SIZING ABSORPTION AREA= 480 FT2 TRENCH LENGTH OR BED CONFIG.= 10FTX48FT SAND LINED BED II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= 2'-6" ROCK DEPTH BELOW PIPE= 0'-6" SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >1'-6" FILL DEPTH= 1'-9" TRENCH WIDTH= 10'-0" IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 80 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 P P 0 V E .:31 ORIFICE DIAMETER= 3/16 FEB l 3 ?rj • MASON COUNTY ENvIRONJBwMENTAL HEALTH "If.. + 1/31/23 '`ti^.A M.t I,,,*•.�,,t 1• `w �++ SO' 510,i 12 ••01 w+ ', ADAMJ.HUNTER •., �, 1 t , iVSY Ss.SW 'Ss� �. A 24, • PAGE 2 LATERAL#1= SQUIRT HEIGHT(FT)= 2.00 (NOTE(1).ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)S02 X SO ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 48.00 ORIFICE SPACING= 2'4" DISTANCE FROM END CAP= 1'2" NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 11.724 LATERAL#2= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 48.00 ORIFICE SPACING= 2'4" DISTANCE FROM END CAP= 1'2" NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 11.724 4 LATERAL#3= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 48.00 ./ IPAORIFICE SPACING= 2'4" DISTANCE FROM END CAP= 1'2" '4,' NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 11.724 4C` /% 0� LATERAL#4= �t1N7'. /3eA SQUIRT HEIGHT(FT)= 2.00 ' �.% ORIFICE DISCHARGE RATE= 0.58618 4p .9 04,4 ORIFICE SPACING=LENGTH LATERAL FEET= 42'4"8. 0 �Crik "�(•�7q` 111, DISTANCE NUMBER OF HOnLES=ENDCAP= 1200" 6144- 40,, fY LATERAL DISCHARGE RATE= 11.724 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 30.00 2.00 46.894 1.068 BC 1.25 2.00 23.447 0.012 CD 2.50 2.00 11.724 0.007 DE 48.00 1.25 11.724 0.939 TOTAL= 2.027 •TOTAL HEAD LOSS •• 1)FRICTION LOSS THROUGH SYSTEM= 2.027 141%. k 3f 2)ELEVATION DIFFERENCE = 3.000 1 1/31/23 3)RESIDUAL = 2.000 `' `,.,,,11 /`«• .s» '.y 1 TOTAL= 7.027 f •L ��' •.i s►1 ` j .;,1 r i 5; 4t2 •5*.f rii`r i`Z. ADAM J.HUNTER •" 1 24 MYERS ME3 SERIES - CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 • _ 30lib�4a.111.■■ 2 25 IIII I V,. *Fa �!I. 8 „ ..,`\pi Hp .. 6 Z ,g i; .E. ,�► .�11111111111111111101111 4 5 -11.111_�i11101 2 0 10 20 30 40 50 60 79, CAPACITY GALLONS PER MINUTE . I4 4t. f.4 ,. . . :, .. i '.� ' 4sp FEyA tp- i, ,,r k 1 ,c 1 . + + -u'vik4.4,, 3 4i'3 :.,�/ 1/31/23 0,:y .,, %.,-,.. VI" 4Z 4,L,P ': ADAI.IJ.I1UNTER •• tip - .. A ® 0 0 0 0 0 0 0 0 0 ,' , ."tm) xi o n) N a m m m m O O o S 1 Ap X c X 721.56' ,� , rr' O O N Go G) O v 1 -o 0 r ' cn !n m D Or Z O O ' m m G r m O m co , I O 0 1 c m m 0 0 �l / i X M G7 K 11 1 -1 < A , D D 2 v 0 C m m m ' z z -+ 0 c) m `- m T m . 2 D D OC r- 0 m m Z z O ,. r m O _m _m 2 ? A m M /Ar bg a v m c D m (n �' '' (�• co o C r- cn Z Cn m ir�+--� /• 'O�' r. m o m 1 z m 1 ,•e i' \ r- o• O r O D 1. 7 O m m r �`.(.,. r. ��56� t • � , r Y M o .t t 1 r' m * l /I V) coo c �� , \ \ ` I D Z , 1 1 r- 1 1 �� o � © 1 1 m r I , O � c Cit,1). 11;•111 ( . 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