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HomeMy WebLinkAboutSWG2026-00040 - SWG Application / Design - 2/12/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 � SHELTON:360-427-9670,EXT 400 ■"L�'■` BELFAIR:360-275-4467,EXT 400 ' IV Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00040 APPLICANT JUSTIN RUSSELL Phone: 360.956.7242 Address: PO BOX 14531 TUMWATER, WA 98511 OWNER WHORTON NOEL&KAREN Phone: Address: 3785 SW GRAYSON ST SEATTLE,WA 98126 Site Address: 105 W Lost Lake Park Ct Primary Parcel Number: 519015300015 Permit Description: Expansion/redevelopment 2BR Sand lined bed Permit Submitted Date: 02/12/2026 Permit Issued Date: 02/25/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/23/2029 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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: masoncountyvva.gov/healthienvironmentalionsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED: r !. v1 c cDn AMOUNT RECEIVED: RECEIVED BY: W 0 Public Health & Human Services Cl o %A 41, o_ N =1, Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street-Shelton,WA 98584 SWG _ 0 OO'4 OTh. 0✓✓vvv��v• � _ VV 6 Z (A OIL-SITE SEWAGE SYSTEM APPLICATION E x APPLICANT PHONE m FOXHEAD CONST. 360-999-0958 z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g 1091 SE CRAIG RD m SITE ADDRESS-STREET,CITY,ZIP CODE SHELTON WA 98584 Iv\ NAME OF DESIGNER PHONE JUSTIN RUSSELL 360-970-1233 NAME OF INSTALLER PHONE ® I-2 UNKNOWN PERMIT TYPE(select one) DRINKING WATER SOURCE p) ❑ RESIDENTIAL OSS O COMMUNITY OSS O COMMERCIAL OSS O PRIVATE INDIVIDUAL WELL O PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) O PUBLIC WATER SYSTEM I ❑ NEW CONSTRUCTION/UPGRADES O REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIR I 1/4"/\ 1 SUBMITTALS O SURFACING SEWAGE ❑ EXISTING FAILURE O SHORELINE c Q DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/112025? t" � t o WAIVER(S)(IF APPLICABLE) 2 .09 YES NO C) X 10 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) FROM CLOQUALLUM RD AND LOST LAKE RD, NORTH ON LOST LAKE RD, LEFT ON 10 LOST LAKE PARK, LEFT ON LOST LAKE PARK CT TO SITE ON LEFT. o lO Ir--- SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 11 OFFICIAL USE ONLY BELOWTHIS LINE . UPGRADE/FAILURE SOURCE(for reporting purposes) El VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT [I HOME SALE 0 COMPLAINT 0 OTHER: . INSPECTOR SOIL LOGS COMMENTS/CONDITIONS />1I / $/%..... aid" I aro4(e 1/i/4 r6_60) -.. oi 0.Se e"— t 5 13 Fm (/ 13) JO Jai J 64/Li 1.---kGr‘c ) k I il (3 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. INSPECTOR SIGNATURE � DATE APPLICATION EXPIRATION DATE A TION APPROVED/ISSUED BY DATE 2- 7 ,c0, '),2-3-2__0( pla z.zy, THIS O AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 ' DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 5 ll19J0 1 5 1 3 0 0 0 1 5 1 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 Designer's Name: JUSTIN RUSSELL Applicant's Name: FOXHEAD CONSTRUCTION Designer's Phone Number: 360-970-1233 Mailing Address: 1091 SE CRAIG RD Designer's Address: 4931 68TH AVE NE SHELTON WA 9£ City State Zip OLYMPIA WA 9851 City State Zip Designer's Email JRUSSELL@ALPHA-SEPTIC.COM DESIGN PARAMETERS . Treatment Device D Glendon O Sand Filter O Mound ErSand Lined Drainfield O Recirculating Filter O ATU O Other Treatment Level (check all that apply): O A tJ B ❑ C O BL1 O BL2 O BL3 ❑E ❑N Drainfield Type O Gravity O Pressure O Trench ❑Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow: Operating Capacity ,{\ 240 gpd Length 23 ft Daily Flow:Design Flow V 180 gpd Diameter 1.25 in Septic Tank Capacity(working) 1000 gal Number 4 Receiving Soil Type(1-6) 1 Separation 2.5 ft Receiving Soil Appl. Rate 1 gpd/ft2 Orifices Required Primary Area 240 ft2 Total Number of Orifices 40 Designed Primary Area 240 ft2 Diameter 1/8 in Designed Reserve Area 240 ft2 Spacing 27 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 24 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 1 % Diameter 1.5 in New Slope,If Altered 0 % Preferred manifold configuration used? ❑ Yes [ 'No Depth of Excavation Up-slope • 42 in Transport Pipe from Original Grade Down-slope 42 in Schedule/Class 40 Designed Vertical Separation 18 in Length 120 ft Gravel-based Drainfield Required? l'Yes ❑No Diameter 1.5 in Pump Required? ET O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff. in Elevation Between Pump&Uppermost Orifice NA ft Dose quantity 45 gal Drainfield Squirt Height/Selected Residual(head) 60 ft Chamber Capacity(flood) 1230 gal Uppermost Orifice I 'Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 16.80 gpm Er Timer Er Elapse Meter ®' Event Counter Calculated Total Pressure Head 14.31 ft If Ta er: Pum on 2 MIN 40 SEC pump off 6 HOURS Commentsl'Y �� r '' FEB 2 4 2026 . MASON COUNTY ENVIRONMEN IAL HEAL!H • Revised: 6/11/2025 JII A'V1%.LY1'--'J.C1VL' AVW "u""'". " a.va <. Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch trA Test hole locations Drainfield orientation and layout Reference depth from original grade: gi Soil logs le Trench/bed dimensions and 5. Septic tank Pr Property lines critical distances within layout Drainfield cover lY Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: E' Measurements to cuts,banks, and locations in Laterals, trench bed,top and surface water and critical areas EY Observation port location bottom Location and orientation of l Clean-out location I& Curtain drain collector curtain drain and all absorption Manifold placement 5 Sand augmentation components r Orifice placement Other cross-section detail: 5 Location and dimension ofEr �'4 Observation ports/clean-outs primary system and reserve area Lateral placement with distance p to edge of bed Other Information fT3 Buildings Pr Audible/visual alarm referenced Yes No al Direction of slope indicator tj Scale of drawing shown on scale E O Design staked out llzr Waterlines bar O I'Recorded Notices attached Roads, easements, driveways, PI El V dope n l a1} rf rot O l Waiver(s) attached panting el tlier y nrjo t i Cy] Pumpcurve attached Er North arrow and scale drawing ❑ _%• Evaluation of failure shown on scale bar ' FEB 2 4 3n2' u . Non-residential justification MASON COUNTY ENVIRONMENTAL HEALTH ❑ l'Waste strength a O 2 Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Yes 0 No Signatur{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 lo • -site regulations: 26 v••o, -ntal 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: 2,23 2 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. se 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. Revised: 6/11/2025 ALPHA SEPTIC SOLUTION, LLC. ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: February 8, 2026 APPLICANT: FOXHEAD CONSTRUCTION 1091 Se Craig Rd SHELTON WA 98584 LEGAL: VISTA KNOLL HOME/TANKS TR 15 DF TR 10 PARCEL #: 51901-53-00015, 51901-53-00010 PROJECT#: DESCRIPTION: NEW DRAINFIELD FOR PROPOSED HOME ADDITION PROJECT DETAILS: plug F. 4,Y NUMBER OF BEDROOMS 2 'X GALLONS PER DAY (GPD) FLOW 240 FEB ,A ) OPERATING CAPACITY(GPD) FLOW 180 ir.4y APPLICATION RATE 1.00 MASON COUNTY ENVIRONMENTAL HEALTH DRAINFIELD -Absorption Area Required 240 SQ.FT -Absorption Area Designed 240 SQ.FT -Trench/Bed Length 24 FT Qy 1z /1 046. -Trench/Bed Width 10 FT ,e mss. 22030834 F ... .JUSTIN 5 riy§skLI DRAINFIELD CROSS SECTION LICENSED oEsiGnirR _ - Depth below Original Grade 18 INCHES - Rock Depth below Pipe 9 INCHES -Sand under Trench/Bed 24 INCHES -Vertical Separation 18 INCHES - Fill Depth 6 INCHES SEPTIC TANK -Size & Composition 1000 GAL CONCRETE - New/Existing Existing ALPHA SEPTIC SOLUTION, LLC. APPLICANT: FOXHEAD CONSTRUCTION DATE: February 8, 2026 PARCEL #: 51901-53-00015, 51901-53-0001i PRESSURE SYSTEM - 4 LATERALS System Parameters Pressure Calculations Orifice Size 118 inches Minimum Orifice Discharge Rate 0.42 gpm Residual Head at Last Orifice 5 feet Total Lateral Length 92 feet Orifice Spacing 2.25 feet Number Orifices Lateral 1 10 Number Orifices Lateral 2 10 Number Laterals 4 Number Orifices Lateral 3 10 Lateral 1 Length 23 feet Number Orifices Lateral 4 10 Lateral 2 Length 23 feet Total Discharge Rate 16.80 gpm Lateral 3 Length 23 feet Lateral 4 Length 23 feet Friction Loss Pipe Class 40 Tightline Friction Loss 2.16 feet Lateral Line Size 1.25 inches Manifold Friction Loss ' 0.13 feet Lateral Elevation 489.75 feet Lateral Friction Loss 0.07 feet Friction Loss through System 2.36 feet Manifold Length 7.5 feet Manifold Size 1.5 inches Dynamic Head Residual Head at Last Orifice 5 feet Elevation Difference 6.75 feet Add-on Friction Loss 0.2 feet Elevation Difference 6.75 feet Tightline Length 120 feet Friction Loss through System 2.36 feet Tightline Size 1.5 inches Total Dynamic Head Loss 14.31 feet Add-on Friction Loss 0.2 feet Total Discharge Rate 16.80 gpm Total Dynamic Head 14.31 feet Drain Down Calculation: If orifice orientation is 12 O'clock, the following calculation does not apply. Orifice Orientation 3 O'Clock Length of Pipe 92 feet Liquid Volume in Pipe 7.18 gal Drain Down Volume 3.59 gal 7X Volume 25.12 gal Dose Volume 45 % �I � a Dose volume meets 7X rule; Yes t % �l� , ?I ry)2_,6,0-1 24 2'32 fa �1VIRCNM�NTALNEP�T�!1y JUSTZNSR834 USSELL .�2,f, of LICENSED DESIGNER ASO�CO�N�v %%VIM �TM� ad M L1ij LibefryPumpse A Family and Employee Owned Company s7 N� ,R- � P,r -x ,.1;;rs Z+CY air "?"�� �' �a as.a.�^i �5cS'h+ (�}r!+" 4 nz g.' PtliM7: S pke c f lrtaiit itOf 3 �� 1/3 hp Sump/Effluent Pumps LITERS PER MINUTE 0 20 40 60 80 100 120 140 160 180 I 25 4 I I I I I I I I \fir 20 — 6 — 5 tn 15 H Li., -O w LL I w Z G - z O - 4 -- in I w _I I I- I- O I- 10 - - 3 II'4,31 - z .C•fte-/i5�:Pi. 1 110/2( _4 r'i 5 i/%-; e 22030834 t7. JUSTIN S RUSSELL - 1 hm h LICENSED DESIGNER% t'�r 0 s- - 0 0 10 20 30 40 50 16Fo US GALLONS PER MINUTE ® Copyright O Liberty Pumps,Inc.2025 All rights reserved. Specifications subject to change without notice. 250_P7 R04/2025 7000 Apple Tree Avenue Bergen NY 14476 a Phone 1-800-543-2550 to Fax 1-585-494-1839 ® Email Liberty@LibertyPumps.com EI Web www.LibertyPumps.com LOST LAKE 7 • FIELD STAKING WAS DONE TO THE BEST OF OUR KNOWLEDGE OF PROPERTY LINE LOCATIONS. ALPHA SEPTIC SOLUTION, LLC.,ASSUMES NO RESPONSIBILITY FOR SURVEYING PROPERTY LINE LOCATIONS. OWNER MUST ESTABLISH ACTUAL PROPERTY LINES PRIOR TO CONSTRUCTION.THIS IS NOT A SURVEY.------- \ ZX RBM IS GOUND ELEVATION AT THE WATER METER. RBM EL=488.5 51 TO SURFACE O EXISTING HOME STUBOUT EL=488 WATER EXISTING SHOP 0 PROPOSED NEW STUBOUT/CLEANOUT EL=487.8 Q3• EXISTING 1000-GAL 2-COMPARTMENT SEPTIC TANK,ADD OUTLET FILTER WITH 1/16TH MESH INLET EL=487 OUTLET EL=486.7 Co PROPOSED 1000-GAL PUMP CHAMBER, PUMP EL=483 Q TIMER, DOSE COUNTER,AND ELAPSE TIME METER REQUIRED 10.6 ® 120 FT OF 1.5-INCH PCV TIGHTLINE,SCHEDULE 40 SHALL BE DOUBLE SLEEVED UNDER ROADWAY 7.5 FT OF 1.5-INCH PVC MANIFOLD,SCHEDULE 40 • I I © PRESSURE TRANSPORT LINE SHALL CROSS 18 INCHES UNDER THE WATER LINE w / '7 EXISTING HOME FOOTPRINT I 12) III / ® PROPOSED ADDITION 491.25 i I I I / 9Q EXISTING WATER METER I1:1 I I RESERVE AREA MAY REQUIRE PRETREATMENT DUE TO PROXIMITY TO SURFACE WATER .-9,3,O-:m o� I/l— l l f'/490.5 — o ul / NO WELLS WITHIN 200 FEET OF PROPOSED DRAINFIELD KNOWN TO DESIGNER. \490_- \ 1J (&- OoqT� \ / (O 444, ' 5 sTt.1/ccp • ` _\: ARK CT \ j= • II- WIZ-4 \ 4, FX/sT/N f e 1 ;•TO BFA,,,41,v,F lie , ss d:l yI) Ex's, OGNO LO' SOIL LOGS 1/29/26 I4 22030834 F• • O 17NG O / /:. t�I�STIN 5 RUSSELL ,, R�-E/p •, • \ 10 0-26"LOAMY MEDIUM SAND (TYPE 4) P P q i LIC NSED DESIGNER A%AI 9 26-60"EXTREMELY GRAVELLY LOAMY MEDIUM SAND (TYPE 1) , �r����w►�������������i e _ 3\ ,p O �� t�2 0-22"LOAMY MEDIUM SAND, SANDY LOAM (TYPE 4) c `°9 3 P$Y; ';g';; w0 _� 22-72"EX GRAVELLY LOAMY MEDIUM SAND (TYPE 1) , -_.>I3 2 4 •• -''I . 488.5 10 L' _ O3 0-18"SANDY LOAM (TYi'E 4) /'," :1';- '1': .c::' = - a°�,, 4 Z 18-62"EX GRAVELLY LOAMY MEDIUM SAND (TYPE 1) "1"J ` ':k'.'In ;i,.l;)`N hI IL/AI ` 0 tp:A p D IT I q IAD-t-..,7 4 ... T.",?, ':•,.,';'.EXISTING` .!.:: 6.5. ,.: �•.CABIN ;-':;• SHEET 1 OF 2 : ..•::.''''••'• DIRECTIONS: FOXHEAD CONSTRUCTION FROM CLOQUALLUM RD AND LOST LAKE RD,N ON LOST LAKE, LEFT ON LOST LAKE LAKE PARK DR,L ON LOST LAKE PARK CT,TO SITE ADDRESS ON LEFT e_14-, DECK PROPERTY SIZE: CUSTOMER: _ W.LOST LAKE TP#: I WHORTON, NOEL&KAREN 0.09 ACRES PARK DRIVE HOME/TANKS 51901-53-00015 PROJECT NUMBER: F-DRAINFIELD DRAINFIELD 519015300010 LOST LAKE , I LOST LAKE ROAD SITE ADDRESS: 105 LOST LAKE PARK CT W Doc A FEE WILL BE CHARGED AFTER INSTALLATION LOST LAKE LEGAL: VISTA KNOLL HOME/TANKS TR 15 HOME NAVD88 UNKNOWN FOR FINAL INSPECTION AND RECORD DRAWING PARK CT a DRAINFIELD TR 10 USER MANUAL: THE SYSTEM OWNER IS RESPONSIBLE FOR THE CONTINUOUS OPERATION AND MAINTENANCE 4"PVC Inspection Port OF THE SYSTEM, AND KEEPING THE FLOW OF SEWAGE TO THE SYSTEM AT OR BELOW THE Fabric Wrapped OPERATION CAPACITY AND SEWAGE QUALITY. REGULAR USE OF CHLORINE AND/OR ABRASIVE CLEANING PRODUCTS MAY SHORTEN THE LIFE OF THE SYSTEM. FATS,OILS, AND GREASES SHOULD BE WIPED OFF DISHES AND COOKWARE BEFORE WASHING. STRONG CHEMICALS SUCH AS PAINTS AND THINNERS,SOLVENTS, PESTICIDES, ETC.,ARE NOT TO BE Original Grade DISCARDED INTO THE SYSTEM VIA DRAINS.PAINT BRUSHES SHOULD BE WASHED IN VESSELS f . :: •,_ • _" AND WATER DISCARDED OUTSIDE THE SYSTEM. LONG TERM USE OF MEDICATIONS CAN KILL ; THE BACTERIA IN YOUR SEPTIC TANK AND DRIANFIELD. HAVE YOUR SYSTEM INSPECTED Loamy sand/sandy loam.' MORE FREQUENTLY. SEPTIC TANK SHOULD BE PUMPED EVERY THREE TO FIVE YEARS 6" o Backfill . DEPENDING ON USE AND SCUM/SLUDGE ACCUMULATION. OUTLET FILTER SHOULD BE o CHECKED AND CLEANED ONCE EVERY TWO YEARS.FILTER MAY BE HOSED OFF INTO THE _ Filter Fabric FIRST COMPARTMENT OF THE SEPTIC TANK. PUMP CHAMBER SHOULD BE PUMPED AND - : ' , •_ -• CLEANED AT THE SAME TIME THE SEPTIC TANK IS PUMPED AND CLEANED. MAINTAIN GOOD WATER CONSERVATION PRACTICES.THIS WILL KEEP THE SYSTEM FROM HYDRAULICALLY 30"0"0"0"0"0°0"0"0"0o0"080"0 3o°00000°0000°°o°°o°°o°°000000000 oc PVC Perf Pipe 0 0 0 0 0 0 0 0 0 0 ° OVERLOADING. GARBAGE DISPOSALS SHOULD BE AVOIDED. IF YOUR ALARM SHOULD SOUND '- ,o„9;gg°o411g( ° gOcci°000 ° 51 OFF, CHECK THE POWER TO THE PUMP, THE CURCUIT BREAKER, AND CHECK FOR ANY 42" 12" 7^ ))`'0"0°00°o°o°0°0°0°0 0°0°0°0 0 0 ° FIXTURES THAT MAY BE LEAKING INTO THE SYSTEM. IF STILL AT A LOSS FOR WHAT SET OFF 9" °o°o"o°o°ooc o°o°o°000°000°0c of Drainrock 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0• THE ALARM,CALL YOUR SEPTIC INSTALLER OR THE COUNTY HEALTH DEPARTMENT FOR HELP. I ) o 0 0 0 o c o 0 0 0 0 0 o c c AVOID REMOVAL, DISTURBANCE, OR COMPACTION OF THE SOIL IN THE DRAINFIELD AND 2020' 0 0 0 0 0 0 0 0 0 0 ° o _ RESERVE AREA. LANDSCAPING COULD DAMAGE THE DRIANFIELD AND RENDER THE RESERVE 30"_- •. -15' AREA UNUSABLE. NORMAL LAWN MOWING AND MAINTENANCE PRACTICES ARE ENCOURAGED. o • 10' •0" • 6"C-33 Sand 24" , CONSTRUCTION NOTES .ASTM C33 Sand-•. , ' BED DIMENSIONS: 10'X 24' BED DEPTH: 18"to BOTTOM OF ROCK 24"OF ASTM C-33 SAND UNDER BED 11'0 / GRAVEL: 3/4-2 1/2 INCH WASHED ROCK 18"Vertical PUMP MODEL: LIBERTY 250 (16.80 GPM, 14.31' 60 INCH SQUIRT) Separation CHECK VALVE AND HIGH LEVEL ALARM REQUIRED. HOLES AT 3 O'CLOCK DOSE VOLUME: 45 GAL PER TIMER CONTROLLED AT 2 MINUTES 40 SECONDS ON, 6 HOURS OFF. 1 .25" PVC Pipe 1/8th" Holes TIMER, ELAPSED TIME METER, DOSE COUNTER REQUIRED SCHD 40 0 o o 0USE"T'TO"T"TYPE CONSTRUCTION END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH THREADED 90-degree lateral cleanout I 271 I I END CAP,AND SHALL BE MARKED WITH LOCATOR TAPE, REBAR, 6"pipe with cap for OR ACCESS PORT TO SURFACE. • _ .• inspection and cleanout PVC Perf Pipe Detail finished grade _ Not to Scale ' ' loamy sand/ threaded cap 1 GENERAL NOTES: sandy loam backfill•.. 10/0/z6 OWNER/INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING • • ' • '- • '' - .- = 4`•'.:: VEGETATION IN PRIMARY OR RESERVE DRAINFIELD AREAS.REMOVING OR DISTURBING SOIL - sweep 90 fitting AV Vii,, uuuuuuu,uu - u 1 ,r•, COULD RENDER SITE UNUSABLE. ) 00000OOOOOO .� id-. 0 0 0 0 0 0 0 0 0 0 0 0 0 O h ) OOOOOOOOOOOO c �' 22030834 OOOOOOOOOOOO o filter fabric o , ANY ALTERATIONS OF THIS DESIGN MUST FIRST BE APPROVED BY ALPHA SEPTIC SOLUTION, ) o o O O o O o O O o o o c (USTIti5RUSSELL ) LLC.,AND THE APPROVING COUNTY HEALTH SANITARIAN. )%OOOOOO00000b oo Ooo°ooc LICENSED DESIGNE OOOOOOOO OOOOOO -'-M- end of trench/bed '00000OOOO OOOO ( OOOOOOOOOOO OOO THIS DESIGN IS SITE SPECIFIC AND CONFORMS TO STATE AND COUNTY HEALTH DEPARTMENT ) o O O O O O O O O O O O o c OOOOOOOOOOOOOO drain field lateral REQUIREMENTS. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ITS LONGEVITY. THE >O o O O O O O O O o O o O o o OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE OOOOOOOOOOOOOOOO �_o_o_o O O O O O_O_O_O_O O_o_o_c SYSTEM AT NO COST TO ALPHA SEPTIC SOLUTION, LLC. SHEET 2 OF 2 ,,„ P P 11 L=ti: Fn c...�-� :`, P�!'� yet l.i'F.( A FEB L rsc<3 FOXHEAD CONSTRUCTION ALL CONSTRUCTION MATERIALS INSTALLED IN THIS SYSTEM SHALL CONFORM TO ALL APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. MASON COUNTY ENVIRONMENTAL HEALTH CONTACT ALPHA SEPTIC SOLUTION, LLC., FOR FINAL INSPECTION OF THE INSTALLATION.ALL J SW CUSTOMER: PROPERTY SIZE: COMPONENTS,INCLUDING TANKS, LIDS,TIGHTLINE,DRAINFIELD,AND WATER LINES,MUST BE WHORTON, NOEL& KAREN 0.09 ACRES OPEN FOR INSPECTION. RETURN VISITS DUE TO INACCESSIBLE COMPONENTS SHALL BE 'rpm CHARGED TO THE INSTALLER. HOME/TANKS 51901-53-00015 PROJECT NUMBER: DRAINFIELD 519015300010 STORM WATER RUN-OFF, FOOTING DRAINS, AND ROOF DRAINS MUST BE DIVERTED AWAY SITE ADDRESS: FROM ANY SEPTIC SYSTEM COMPONENTS. 105 LOST LAKE PARK CT W NO WATER LINE SHALL BE WITHIN 10 FEET OF,OR CROSS,ANY SEPTIC SYSTEM COMPONENT, LEGAL: VISTA KNOLL HOME/TANKS TR 15 UNLESS PROVISION HAS BEEN MADE. DRAINFIELD TR 10 audio/visual alarm ,, �� and control panel ' 0 vE pcivavip:ioN.4--zs FEB 2 , , . f PI 44ASON G -4-,--L-41 J , /.,�UNlV :,.ri97 /T, ti. �```�,, ' ,lit H 6/ riser to surface riser to surface finished grade user to surface user to surface 1 18" max cover tightline to NEW sfubout/cleanout --drainfield ie=487.8 J� inlet el = 487 outlet i PROPOSED filter 1000-gal ie 486.7 pump chamber EXISTING 1000-gal J _ — %11 2-compartment Q- +1 septic tank effluent pump %,:I ''.t'r /2/ IO7-6 j2G on el=483 l.,,,, `f 12"high block—r . I `or' 22030834 ,1+1 JUSTIN S RUSSELL ] - LICENSED DEsI NE• TANK SHEET FOXHEAD CONSTRUCTION CUSTOMER: PROPERTY SIZE: TP#: IWHORTON, NOEL& KAREN 0.09 ACRES HOME/TANKS 51901-53-00015 PROJECT NUMBER: DRAINFIELD 519015300010 SITE ADDRESS: 105 LOST LAKE PARK CT W LEGAL: VISTA KNOLL HOME/TANKS TR 15 DRAINFIELD TR 10