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HomeMy WebLinkAboutSWG2026-00107 - SWG Application / Design - 4/14/2026 1I,ASON COUNTY 415N 6TH STREET,SHELTON, -967 ,WAE 98584 • SHELTON:360-427-9670,EXT 400 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: SWG2026-00107 Ups APPLICANT BOHLMANN ALEXIS &CASEY Phone: Address: 101 NE KRISTIANA WAY BELFAIR, WA 98528 OWNER BOHLMANN ALEXIS & CASEY Phone: Address: 101 NE KRISTIANA WAY BELFAIR, WA 98528 SEPTIC DESIGNER Dave Ghylin -Dave's Septic Service Inc. Phone: 360-710-2449 Address: PO BOX 301 SEABECK, WA 98380 SEPTIC INSTALLER SHAE OIEN* Phone: 360-340-1981 Address: 773 GRAND FIR DRIVE ATHOL, ID 83801 Site Address: 100 NE KRISTIANA WAY Primary Parcel Number: 123201201140 Permit Description: Repair 2bd gravity trench for 100 NE Kristiana Way (north residence) Permit Submitted Date: 04/14/2026 Permit Issued Date: 04/17/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/16/2027 (based on date of inspection) Permit Conditions: I 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 Drain field 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: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98584 • SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 8 Installer and designer must dig new test holes for reserve drain field area and reserve to be shown on asbuilt. 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 DATE RECEIVED: oy / f • AMOUNT RECEN RECEIVED BY: Public Health & Human Services v m M Environmental Health 360-427-9670,e .400 or 360-275-4467,e .400 O 415 N.6th Street-Shelton,WA 98584 SWG I 0 7D z ci ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE Ill Alexis Bohlmann z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 101 NE Kristiana Way Belfair WA 98528 m SITE ADDRESS-STREET,CITY,ZIP CODE 100 NE Kristiana Way Belfair WA 98528 NAME OF DESIGNER PHONE Dave Ghylin 360-710-2449 I NAME OF INSTALLER Q PHONE W Shae Olen 360-340-1981 PERMIT TYPE(select one) DRINKING WATER SOURCE O I N ❑ RESIDENTIAL OSS ❑ COMMUNITY OSS ❑C (,$ SS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL I TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM ❑ NEW CONSTRUCTION/UPGRADES ❑REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ® TABLE X REPAIR I SUBMITTALS ❑ SURFACING SEWAGE I9 EXISTING FAILURE ❑SHORELINE Q DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATEDAFTE�i(1/20257 O I N ❑ WAIVER(S)(IF APPLICABLE) 2 2 Acre YES /jqJ� C DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I O Turn off of Old Belfair Highway onto Northeast Kristiana Way Follow dirt road to the end. I I A sI , I4 ITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0 OFFICIAL USE ONLY BELOW THIS LINE 4'4 UPGRADE/FAILURE SOURCE(for reporting purposes) VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER: • INSPECTOR SOIL LOGS COMMENTS/CONDITIONS • 9ifrth 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 APPLICATION APPROVED/ISSUED BY DATE 4' �l /Z7 JflI7J THIS FORM MAY B SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 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 maybe scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" PARCELTDENTIFICATION - Permit Number: SWG2-OZ ®d L n1f Designer's Name: Dave Ghylin Applicant's Name: Alexis Bohlman Designer's Phone Number: 360-710-2449 Mailing Address: 101 NE Kristiana Way Designer's Address: PO Box 301 Belfair WA 98528 City State Zip Seabeck WA 98380 City State Zip Designer's Email dss9699@outlook.com DESIGN PARAMETERS .. Treatment Device ❑Glendon ❑Sand Filter O Mound O Sand Lined Drainfield ❑Recirculating Filter O ATTU O Other Treatment Level(check all that apply): O A O B O C ❑BL1 ❑BL2 ❑BL3 ii E ❑N Drainfield Type ®'Gravity O Pressure ❑Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 3034 Daily Flow: Operating Capacity 240 gpd Length 45' ft Daily Flow:Design Flow 240 gpd Diameter 4" in Septic Tank Capacity(working) 1000 Existing gal Number 3 Receiving Soil Type(1-6) 4 Separation 5' ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 400 ft2 Total Number of Orifices N/A Designed Primary Area 400 ft2 Diameter N/A in Designed Reserve Area N/A ft2 Spacing N/A in Trench/Bed Width 3' ft Manifold Trench/Bed Length ft Schedule/Class N/A Elevation Measurements 3 Length N/A ft Original Drainfield Area Slope 0-5% % Diameter N/A in New Slope,If Altered N/A % Preferred manifold configuration used? O Yes M'No Depth of Excavation Up-slope V(,'5c % e+ in Transport Pipe from Original Grade Down-slop�1.'330 al in Schedule/Class N/A Designed Vertical Separation iif Length N/A ft Gravel-based Drainfield Required? O Yes @J_No Diameter N/A in Pump Required? O Yes o - Dosing and Pu p Chamber Pump/Siphon Specifications Number of doses/day Diff,in Elevation Between Pump&Uppermost Ori N/A ft Dose quantity gal Drainfield SquirttcightL elected Residu cad) :N/A�ft Chamber Capacity(flood) gal Uppermost Orifice❑Higher we ump Shutoff Pump controls:Please check those required. Capacity @ Total Pressur ead O Timer ❑ Elapse Meter O Event Counter Calculated Total sure Head ft If Timer: Prna A Pu(np off Commenta EI s� APR 17 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET T Revised:6/11/2025 '• • DESIGN FORM—PAGE TWO Assessor's Parcel Number! Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ig Test hole locations 10 Drainfield orientation and layout Reference depth from original grade: Soil logs 6f Trench/bed dimensions and W( Septic tank I' Property lines critical distances within layout V Drainfield cover Existing and proposed wells V D-Box/Valve box locations Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations � Laterals,trench bed,top and surface water and critical areas V Observation port location bottom ❑ Location and orientation of V Clean-out location O Curtain drain collector curtain drain and all absorption O Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: Location and dimension of Observation if ports/clean-outs primary system and reserve area � Lateral placement with distance to edge of bed Other Information VI' Buildings V Audible/visual alarm referenced Yes No Qf Direction of slope indicator V Scale of drawing shown on scale 0 i 'Design staked out Waterlines bar 0 VRecorded Notices attached Roads,easements,driveways, Elevation benchmark and relative ❑ VWaiver(s)attached parking elevations of system components ❑ VPump curve attached North arrow and scale drawing V O Evaluation of failure shown on scale bar Non-residential justification ❑ ❑Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must be no d by installer at time of installation i�Yes 0 No /13 /Z 0 Signature of Designer bate 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: ((-( Environmental Health S1ecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ -The-design is stamped"Approved"by Mason County Public Health. , ( 1 =✓- 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. 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 ' Mason County WA GIS Web Map 1/ / L1/'_ " idç Li:./ - It ii r � 1 r i .V' APR 17 202 tA __________ 3/17/2026, 1:01:39 PM ROHINTAL HEALTH 1:6,113 RWT 0 0.05 0.1 0.2 mi iJ County Boundary 0 0.07 0.15 0.3 km ® No Filled El Tax Parcels (Zoom in to 1:30,000) Sources:Ferri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS, FAO, NPS, NRCAN,GeoBase, ION.Kadaster NL,Ordnance Survey,Esri Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on it httpsdMnvw.masoncountywa.gov/discialmer.php General Designer Notes APPROVED Owner Name: Alexis Bohlman Reference: 12320-12-01140 100 NE Kristiana Way APR 17 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET #1 —Soil logs have been dug on this site and are the responsibility of the property owner or owner's agent to have these soil logs buried after the inspection process has been completed. #2—If during the construction process, soil conditions are found that may lead to premature failure of the system, construction shall stop immediately and the designer shall be notified. Such soil conditions may include but not limited to ground water, surface water, fill material, clay soil,bedrock, or excessively permeable gravels. #3 —Any substitutions or deviations from these plans shall be approved by the Health Department or the designer prior to construction. All changes of the system components shall be documented by the designer on the final As-built drawing. #4—Peak design flow is_240 g.p.d.,Recommended daily flow should not exceed_184 g.p.d. or premature failure may occur. #5—Backfill sewage disposal system immediately after final inspection process,cover soils should be loamy sand or better. Seed final cover with grass or shallow rooting ground cover. #6—Keep all maintenance access lids and ports accessible to ground surface. #7—Installer should rake the fmished grade smooth and slope it to divert all surface water runoff away from tank and drainfield areas. #8—Setbacks from house foundation to drainfields and reserve areas are 10', septic tanks 5' and transport lines 2' unless otherwise stated within the design. #9—Driveways and parking areas must stay 5' from drainfield areas. Tanks may be located within parking area and driveways if approved for this application. #10—Sewage waste strength should meet the following criteria or be lower Bod-5 = 130-174 mg/l, TSS = 47-71 mg/l,FOG= 10-20 mg/l,PH=6.5-7.2 with microscopic life forms present. #11 —Installer must adhere to all manufacturer installation requirements for all products used. #12—The attached septic design does not represent a survey nor does it purport to show all easements or encroachments, if any. Designer recommends property lines be located prior to any final installation occurs. Surveys may be required to accomplish this. #13 —Property lines and corners have been represented by owner or owner's agent,the designer is not responsible for errors due to inaccurate measurements from property lines or corners that are inaccurate. #14—If a curtain drain is required with this design it must meet all Health Department installation requirements. #15-Developers,homeowners and installers,installations of on-site sewage disposal system should always be installed in dry weather conditions. Irreparable soil damage may occur if systems are installed in wet _conditions._Planning:theinstallation of system_is very important and should be done as early in the building - - development stage=as`possible.-=Wet weather conditions have caused delays in final approval dates. #16-Maintenance is required will all sewage disposal systems. Owners will receive details of this in the designer manual with the final approval of the application. #17-Adhere to all designer notes located on design layout page. #18-If development exceeds 10,000 square feet of impervious surface an engineered drainage plan may need to be submitted. Options are available to reduce square footage requirements, such as wagon wheel driveways, contact DCD for further details. Owners are responsible for any fee for redesigns or revisions that may be needed after BSA submittal not due to designer error. #19—Low flow water fixtures are recommended within the home to help lower the hydraulic load to the system. #20—Watertight components are a must for all onsite sewage systems. Installers are required to ensure all components are watertight, extreme care should be used during backfilling of these components to prevent settling and or water intrusion issues. If leaking components are not fixed in a timely manner, the designers warranty may be void. #21 —Installation of this design must meet all Health Department regulations and all adopted policies by the Health Department that may apply. Installer is required to be versed in these regulations, if any questions contact designer. #22—All components used must be on State Department of Health approved products list for use with residential waste. #23 —Installer must inspect all tanks used at time of delivery and any tanks with defects must be rejected and not used. When using any existing tank,the installer must due a 24 hour leak test to ensure all tanks used are watertight. #24—All plumbing must be routed into the new sewage system that has been designed. It is the property owners responsibility to show the designer all plumbing stub outs and all gray and black water discharge points. A plumber may be needed on old homes to ensure that all stub out locations are connected to the new proposed sewage disposal system. An inside pump basin may be needed in some cases where plumbing is located in basements and elevations for a gravity discharge cannot be maintained. #25—Do not use low profile chambers or the system will be red tagged. All lateral lines must be a minimum of 6" off the infiltrative surface. Lateral ends must be secured at the cleanout and must be in the center of the port. #26—Gravel trenches are recommended,but Arc 36" chambers are allowed. Specific Designer Notes: #1-This application is for a repair on an existing 2-bedroom home. #2-A new gravity system is proposed with 135' of drainfield. #3-Existing septic tank to be certified or must be pumped, decommissioned and replaced, #4-A 1000 gal pump tank may be required due to elevations. #5-Extreme caution must be taken on clearing drainfield area.Native soils can't be damaged Recommended to be done by septic installer. SL 1- 0-24" Lt brown fine sandy loam. 24-70" Lt brown to gray medium sand no restrictive layer encountered. Soil type 4. SL2- SL 1- 0-24" Lt brown fine sandy loam. 24= 0'-Lt-brownto gray=-med-ium sand no restrictive layer encountered. Soil type 4. APPROVED . .. APR 17 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET Dave's Septic Services, Inc. P.O. Box 301 Seabeck, WA 98380 (360) 710-2449 Customer Information: Date: 4/8/26 Applicants Name: Alexis Bohlmann Site Address: 100 NE Kristiana Way Belfair,WA Tax ID #: 12320-12-01140 OSS Failure Report: ❑ Hydraulic Overload ❑ Abnormal Waste ❑ Physical Damage Age/Other APPROVED APR 17 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET Dave's Septic Services, Inc. Licensed On-site Sewage Disposal Consultant Percolation Test and Engineering Designs APPIOVED Licensed Operation & Maintenance Specialist ApR 17 E-mail: dss9699@outlook.com 2026 h9AS0N COUNTY ENb�RONMENTAL HEALTH OSS Failure Investigation Report RAT Site Address of OSS Failure: 100 NE Kristiana Way Beifair,WA Designer: Dave Ghylin / Dave's Septic Services, Inc. Date of Investigation: 4/8/26 The OSS at the above address has failed due to: ❑ Hydraulic Overload (e.g., OSS flooded out due to leaking OSS components, excessive groundwater, or surface water intrusion, leaky household fixtures, or water use above the what the OSS was designed to handle, etc.) El Abnormal Waste Strength/Water Characteristics (e.g., normal OSS operation appears to have been adversely impacted by household use of pharmaceuticals, disinfectants, fats/oil/grease, or additives, etc.) 0 Physical Damage (e.g., OSS was damaged due to vehicular traffic, new construction, or animal intrusion, etc.) 0✓ Age or Other(e.g., OSS does not exhibit any signs of the above. However, failed due to age, system type, or site condition, etc.) Root intrusion. GRAVITY ON-SITE SEWAGE SYSTEM WORKSHEET TYPICAL TWO CHAMBER SEPTIC TANK MINIMUM TANK SIZE FOR PROJECT: 1 ,000 GALLONS 0 � 0 I1 1. STUB OUT FROM HOME ELEVATION INDICATED ON SEPTIC DESIGN 2. DOUBLE SWEEP CLEANOUT O 3. RISER TO FINISH GRADE WITH SLIP •' CAP ED— -- rn 4. 24" DIAMETER RISER TO FINISHED ` " ''''`a '•' ` `' ' `'=` '' — GRADE WITH LOCKING SCREWS 5. OUTLET BAFFLE FILTER (OPTIONAL) 6. SEPTIC TANK STUB OUT TO r,:•, ALTERNATIVE TREATMENT UNIT NTS (ATU)/ PUMP TANK OR DRAINFIELD J � D APPLICANT'S NAME: DAVE'S SEPTIC SERVICES, INC. o < AI®gi@ B®hImwin P.O. BOX 301 m TAX ID#: SEABECK, WA 98380 12320-12-01140 " (360) 710-2449 �-0 F7(HA:S TG03' Typical Gravity Distribution Box with Riser RISER WITH LOCKING LID * NUMBER OF OUTLET PIPES FROM D-BOX MAY VARY BUT MUST EQUAL I I II Iu1iiTi7 NUMBER OF LATERALS. IIII I�IIIIII FLOW II III=1 (NTS) oCI) 1111111 FLOW 0 SIDE VIEW TRANSPORTATION PIPE FROM SEPTIC TANK, ATU OR PUMP o CHAMBER PEED LEVELERS ARE REQUIRED IN FLOW TO GRAVITY DRAINFIELD LATERALS ' � D-BOX. o � *PLEASE LEAVE WATER AVAILABLE FOR FLOW INSPECTION TO CONFIRM PROPER DISTRIBUTION. TOP VIEW Applicant's Name: Dave's Septic Services, Inc. Alexis Bohlmann ti P.O. Box 301 Tax ID#: ' ; Seabeck, WA 98380 12320-12-01140 (360) 710-2449 EXHR.A 7C10y i did, Gravelless Gravity Chamber 'iii FLOW SPLASH (NTS) 4"SCHEDULE 3034 PLATE MIN. GRAVITY LINE 1. 4" Observation Port O 2. Backfill: See design for depth of cover 3 3. Cover soil W 4. Native Soil BACKFILL MATERIAL 5. See design for lateral lengths * Designer recommends filter fabric over louvers to help prevent 4 36" soil migration C') C) 0 Applicant's Name: Dave's Septic Services, Inc. Alexis Bohlmann P.O. Box 301 o Tax ID#: Seabeck, WA 98380 12320-12-01140 (360) 710-2449 r-o GRAVEL TRENCH DRAINFIELD 1. UNDISTURBED SOIL 2. INFILTRATIVE SURFACE 3. 4"PVC WITH DRAIN.:HOLES; EXTENDED TO THE BOTTOM OF GRAVEL TO MONITOR PONDING 4. DRAINROCK; 6 "MIN: BELOW PIPE 5. DRAIN ROCK; 2"MIN ABOVE PIPE 6. DRAIN TILE (PVC) 4'i,3034. 7. COVER SOIL AS SPECIFIED ON DESIGN (6'=24") 8. INSPECTION PORT MIN. 4" 9. PVC 4 INCH "T". 10. FILTER FABRIC. 11. SEE DESIGN FOR LATERAL LENGTHS. 111111 -1 1-I I-I I-1 �=III=11 = 11-III- i=1i1=1i1=1iI-� -1iI r 36"--≥•+ (NTs) 0 C7 0 OWNER: DAVE'S SEPTIC SERVICES INC NTS NO a P.O. BOX 301 2-8-2022 12320-12-01140 `$, SEABECK, WA 98380 m (360) 710-2449 a TAX ID: 1 90) Do not Damage Or Disturb Soils When Clearing Dralnfield Area NO WELLS WITHIN 100'• ALL COVER TO BE 5 5 M1NllNCH EN `'�`r`!'Ij - PUMP MAYBE REQUIRED DEPENDING ON FINAL DIVERTALL SURFACE WATER AWAY APPROX. WATE - ç: oe2l,yp , ELEVATION LINE � �� FROM DRAINFIELDAREA. PREPARE SITE&INSTALL DRAINFIELD dy DURING DRY CONDITIONS INSTALLER TO ENSURE ALL ON-SITE SEWAGE 40 �ertiy or apl,ee NEW D-BOX ' .i t ter TANKS/COMPONENTS MUSTBE WATERTIGHT TO SURFACE Normal usage must meet the following WITH RISER GRAVE O LINES wu'Arc'rst criteria or be lower 10' -(� ox W TAW Tank location may vary but Y✓ WT rSEiT �_ I.(1 must meetKP.H.D.regulations Biochemical oxygen demand 130-174 MG/L ° ' . ` flf�" TSS 47-71 MG/L ° DISCLAIMER FOG: 10 20 MG/L This map does not represent a survey L (STING TANK Q nor does It purport to show all easements DO: 0-1.0 MG/L CERTIFY OR REPLACE \ 3•ia'C1L1Y1rYLMES or encroachments,if any. �\ as sc�Nr-as PH: 6.5-7.2 EMP: 48-70 w /� ��.1�.�,`\ Additional Drams May Be8e Required x 0 0 L0^W1 xw w l Wv 1 To Divert Sruface Or Subsurface Water Problems W"r `�``'° °"` �7R us�roRrLVE co 4imth microsco ic!' forms present ar P 0`ef 10rs 3-BE ROOM INSTALLER MAY USE GRAVEL OR SUBSTITUTE "Higher waste strengths will result in tank KRIS (ANA. WITH INFILTRATORS P fa' of septic Y FOOT FOR FOOT.SEE ATTACHED NOTES! premature failure these Gc system. WAY / _____ STUMP SPLITTING OR STUMP a GRINDING IS RECOMMENDED WELL RADII INDEX: FOR TREES GREATER THAN 12" R-10 Ai0'RADIIINDICATING THEAT BACK TO IN DIAMETER WITHIN DRAINFIELD DRMNGI'ARNNGAREAS OR SPLASH BLOCKS. AREA.PROTECT SOILS WHEN CLEARING R-30 A Xr RADII INDICATING THE SETBACK TO INDMDUAL LOT INFILTRATION SYSTEM UAL NOTE LOTDISPERSION SYSTE! RAIN GARDENS,OR UNLINED O z m ADDITIONAL FEES ARE REQUIRED CONTACT DETENTION PONDS. DESIGNER FOR DETAILS. AP OX. WATER LINE l� -10 R-30' R-50' R-1Ol7 1ST G WELL 85) 2'+/-p/L NEKRISTIANA WAY, BELFAIR WA 0' 40' 80' APPROVED. OWNER: SCALE.' APR 1 7 2026 DAVE'S SEPTIC SERVICES INC 1"= 40' MASON COON T Y ENVIRONMENTAL HEALTH BOHLMANN, ALEXIS & DATE: NET CASEY , P.O. BOX 301 31312026 SEABECK, WA 98380 REVISION: BELFAIR, WA 98528 (360) 710-2449 100 NE KR/ST/ANA WAY 3/5/2026 TAX ID- 12320-12-01140 REVISION.