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Home My WebLink AboutSWG2022-00052 - SWG Application / Design - 2/11/2022 (2) d `a, MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 ICI COMMUNITY SERVICES ',BELF IR:36o275-4467,EXT400 q -{ J`°d/ ou,iy„y,ve�,.m u - ELMA:360-482-5269,EXT400 A a. roi y,erre ponwe dim e�mnory end°, FAX:360A27-2787 On-Site Sewage System Permit: SWG2022-00052 APPLICANT INTEGRATED NW CONSTRUCTION LLC Phone: Address: P 0 BOX 1008 HOODSPORT, WA 98548 OWNER INTEGRATED NW CONSTRUCTION LLC Phone: Address: P O BOX 1008 HOODSPORT, WA 98548 SEPTIC DESIGNER Jim Hunter and Associates Phone: JIM 360-507-1265 Address: PO Box 162 OLYMPIA, WA 98507 Site Address: 11 E Flaggwood Ln Primary Parcel Number: 321045600001 Permit Description: New SFR -3BR Nuwater+Pressure Permit Submitted Date: 02/11/2022 Permit Issued Date: 03/30/2022 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/01/2025 (eased 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: www.co.mason.wa.us/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. ,BIGi FORM-PAGE ONE Assessor's Parcel Number: 32 t U 4-- S co -- .0 0 U 0, design will be reviewed when 3 conies of each of the following are submitted: Completed design form that has been signed and dated. a Scaled layout sketch,including all applicable items on checklist " Scaled plot plan,including all applicable items on checklist. o Cross-section sketch,including all applicable items on checklist. Manimum paper size: 11"X17" _...,._ , ;. _, _._ .."PARCEL iD&NTIFICATCGN..-_ _._..-.- .•: _ Permit Number: SWGt _)aa •cCrs9 Designer's Name: Jth (-11-0M07UC Applicant's Name: R\C'4 ARA V/yt-ub t:MAi Designer's Phone Number: 3(0 a- 'I S'S- mt.4. Mailing Address: ¶_d, l3oK t COS Designer's Address: ?•a , 3oX 04,2 NadArvart-r wA 9 eg•4e at_y w4 4 t6s01 City State Zip City State Zip DESIGN PARAMETERS Treatment Device 0 Glendon Biofilter ❑ Sand Filter 0 Mound 0 Send Lined Drainfield ❑Recirculating Filter,Type: 0-Aerobic Unit Make/Model AO,Sod 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity Pressure 0 Trench 0 Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications - Laterals Number of Bedrooms - 2 Schedule/Class 40 Daily Flow:Operating Capacity 240, gpd Length se 3 a' 1 a 30 ft Daily Flow:Design Flow _(6:0 gpd Diameter ( in Septic Tank Capacity ( 1---so gal Number 4 Receiving Soil Type(1-6) 4 Separation (0 ft Receiving Soil Appl.Rate Or(y gpd/ft— Orifices Required Square Footage 4 o S ft2 Total Number of Orifices (aq Designed Square Footage 4cc E2 Diameter 3/14, in Percent Reduction Taken % Spacing 2 4 in Trench/Bed Width 3 ft Manifold Trench/Bed Length (1 c ft Schedule/Class 4 a Elevation Measurements Length 15 ft Original Drainfield Area Slope Q % Diameter US in New Slope,If Altered 4- I A- % Preferred manifold configuration used? tes 0 No Depth of Excavation Up-slope i'. in Transport Pipe from Original Grade Down-slope - 9 in Schedule/Class 0 Designed Vertical Separation \a.. in Length :I F4./A. g Gravelless Chambers Required? lit-Yes 0 No 0 Optional Diameter ( .5 /Av 'g7<ickil Pump Required? IciAres 0 No Dosing and Pump Chamber ` vC\, Pump/Siphon Specifications Number of doses/day (0 9p0 s°`O9 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 40 �9, is_ Orifice S 5 ft Chamber Capacity - - (' fin ga19�S ,9 c'9 Uppermost Orifice 6-Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. '9sF Capacity @ Total Pressure Head 40 ,44(0 gpm imer LAbapse Meter q riK 4 vent Counter Calculated Total Pressure Head l 091 ft If Timer: Pump on 94. 'L Pump off . 0 Comments U 1 .0 g V1 1 1 FEB 11 2022 D . DESIGN FORM—PAGE TWO Assessor's Parcel Number: -3 Z L. 0 4-- SIQ-- 6 0 00_i Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ❑ Test hole locations ❑ Drainfield orientation and layout Reference depth from original grade: ❑ Soil logs 0 Trench/bed dimensions and ❑ Septic tank ❑ Property lines critical distances within layout 0 Drainfield cover ❑ Existing and proposed wells 0 D-BoxNalve box locations Reference depth from original grade within 100 ft of property ❑ Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks,and locations 0 Laterals,trench bed, top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: ❑ Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed ❑ Buildings Other Information 0 Audible/visual alarm referenced Yes No ❑ Direction of slope indicator ❑ Scale of drawing shown on scale 0 0 Design staked out ❑ Waterlines bar ❑ 0 Recorded Notices attached ❑ Roads, easements, driveways, 0 ❑ Waiver(s)attached parking ❑ 0 Pump curve attached ❑ North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification D 0 Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notifie y s le t ' e of installation Ill Yes ❑ No . II_22 Signatur o 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-site regulations: ^� ' 1 VI/ h V� E fro e tal Health Specialist Date CAUTION: DESIGN APP OVAL 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- I - 2S ✓ 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. Revision Date:8/18/07 PAGE I MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE# PARCEL#. 3 2104-5 6-0 0 0 01 DATE SUBMITTED. 01/18/22 LEGAI/LOT#. K OT7 DI 1 ao TF SUBMITTED BY. JIM HUNTER APPLICANT: RICHARD VALDEMAN ADDRESS. PO BOX 1008 HOODSPORT,WA 98548 I.CALCULATIONS NUMBER OF BEDROOMS= 2 RESIDENTIAL GPD FLOW= 240 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE 0.5 GPD/FT2 REDUCTION= FAVt 6LANN w NOT USED DRAINFIELD SIZING ABSORPTION AREA 405 FT2 TRENCH LENGTH OR BED CONFIG.= 135F1 FOR GRAVELESS CHAMBERS II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= ( CO CAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= GRAVELESS CHAMBERS ROCK DEPTH BELOW PIPE= GRAVELESS CHAMBERS SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIALISEASONAL SATURATION= FILL DEPTH= T-0" TRENCH WIDTH= IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 40 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 ORIFICE DIAMETER= 3116 f1-2L h . .'j . sF z- Stan- 3 �F O. !WEN wieTT9 Lrc tNsm nr5w:iv ENC_' PAGE2 LATERAL#1= SQUIRT HEIGHT(FT)e 200 (NOTE(I)_ORIFICE DISCHARGE RATE=(I 79)X(ORIFICE SLAM TSR)SD2X SO ROOTOF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58615 LATERAL LENGTH IN FEET= 30 00 ORIFICE SPACING= 2 0^ DISTANCE FROM END CAP= NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8 793 LATERAL#2= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 35.00 ORIFICE SPACING= p 0^ DISTANCE FROM END CAP= NUMBER OF I TOLES= 18 LATERAL DISCHARGE RATE= 10.551 • LATERAL#3= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 35.00 ORIFICE SPACING= DISTANCE FROM END CAP= NUMBER OF HOLES= 18 LATERAL DISCHARGE RATE= 10.551 LATERAL#4= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 058618 LATERAL LENGTH IN FEET= 35.00 ORIFICE SPACING= DISTANCE FROM END CAP= NUMBER OF HOLES= 18 LATERAL DISCHARGE RATE= 10.551 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 59.00 1.50 40.445 5.387 BC 1.00 1.50 21102 0.627 CD 5.00 1.50 10.551 0.038 DE 35.00 1.00 10 551 2.139 TOTAL- /.591 W f Z ( (• -'Z Z Sr ••TOTAL HEAD LOSS .. ri ( 1)FRICTION LOSS THROUGH SYSTEM= 7591 RF, kkkk ),) r1 2)ELEVATION DIFFERENCE - 5.500 0 Nrt5@1-4.1119 °R`T 3)RESIDUAL = 2.000 Lk D!)s_SC *; — :R\T f,J,F2'iS. C 1-?1'Zq- TOTAL= 15091 MYERS mE3 SERIES c � 5A LRERS PE 35 �® 100 r5o Mt QorE � � 1 250 14. 2 ' 12 5 15 20 1. OFF s wit , eegi Q IS ` H 1-2ra iri�� 6 Z leek g ptiesr 2arari0 •�� 2 Cpp/aC7 • TYGALLONs pE� MINUT60 E 'G 2 — rr _ ZZ slyw lj r