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HomeMy WebLinkAboutSWG2025-00480 - SWG Application / Design - 12/31/2025 !MA,. MASON AASON 415 N 6TH STREET,SHELTON,WA 98584 `Vt COUNTY SHELTON:360-427-9670,EXT 400 �� , � BELFAIR:360-275-4467,EXT 400 -- 1V Public Health & Human Services ELMA:360 482-5269,EXT 400 rill, ' """' FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00480 APPLICANT Caliber Septic Design Phone: 3605097900 Address: 165 NW Tupelo Way Poulsbo, WA 98370 OWNER Mark Buntins Phone: Address: 4311 Carpinteria Ave CARPINTERIA, CA 93013 SEPTIC DESIGNER RICHARD BAZZELL* Phone: 360-509-7900 Address: 165 NW TUPELO WAY POULSBO, WA 98370 Site Address: UNKNOWN Primary Parcel Number: 322134390162 Permit Description: New 3bd ATU to pressure trench Permit Submitted Date: 12/31/2025 Permit Issued Date: 02/18/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/16/2029 (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: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY . r ' MASON COUNTY DATE RECEIVED: DI /0x. / (2.02(a cn I'7 + AMOUNT RECEI ED: RECEIVED BY: W Cl) J-1"''''.....--s.......":4�/ Public Health & Human Services ' `j�jt bNLI Ne cI49-�,_,_ n Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street-Shelton,WA 98584 S W G a((��,��-01 5 - ©o qyO Q 0° z Cl) ON-SITE SE ^ N TEM APPLICATION m APPLICANT PHONE M Mark Buntms � �0 805.403.1844 z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE N. �,^� co 4311 Carpinteria Ave, [nG\mil Carpinteria CA 93013 m SITE ADDRESS-STREET,CITY,ZIP CODE v �� R 1170 NE Hurd Rd ��1 Belfair WA 98528 I w NAME OF DESIGNER . PHONE I M Caliber Septic Design - Richard Baz 360.509.7900 NAME OF INSTALLER PHONE G I N To Be Determined ≤ I PERMIT TYPE(select one) DRINKING WATER SOURCE gi RESIDENTIAL OSS b1COMMUNITY OSS Ih COMMERCIAL OSS WI PRIVATE INDIVIDUAL WELL f PRIVATE TWO-PARTY WELL Z I co TYPE OF WORK(select one) PUBLIC WATER SYSTEM . PE�I NEW CONSTRUCTION/UPGRADES L_I.IREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I 'P SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE O SHORELINE co i ❑r DESIGN FORM(REQUIRED) ❑✓ O SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 r I W ❑ WAIVER(S)(IF APPLICABLE) 3 2.5 acres YES V NO DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) See design for driving directions and a local vicinity map, site has been flagged with pink I o ribbon. O r I -_,. la) SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N) OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) O VOLUNTARY O MAINTENANCE/PUMPING O BUILDING PERMIT ['HOME SALE ❑COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS ‘-"Rif' ) .14 \fGlct teDit-I- +Hi . T7.. t-7 \Jc t-1 a4t +Ic - D-3 kilISLir 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 kNilfg, I I b Izq iRlr0AA,14111 al rb tat THIS FORM MAY B SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 1 3 4 3 9 0 1 6 2 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 O'C' '0 Q"1D O Designer's Name: Caliber Septic Design-Richard Bazzell Applicant's Name: Mark Buntins Designer's Phone Number: 360.509.7900 Mailing Address: 4311 Carpinteria Ave Designer's Address: 165 NW Tupelo Way Carpinteria CA 93013 City State Zip Poulsbo WA 98370 City State Zip Designer's Email richard@calibersepticdesign.com DESIGN PARAMETERS Treatment Device❑ Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter le ATU NuWater BNR500 ❑Other Treatment Level(check all that apply): O A e. O C O BL1 Z :L2 O BL3 tOrE O N Drainfield Type ❑ Gravity lePressure leTrench O Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40/3034 Daily Flow: Operating Capacity 'fj1'o gpd Length 50 ft Daily Flow: Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1250 gal Number 4 Receiving Soil Type(1-6) 4 Separation 5'on-center ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 52 Designed Primary Area 600 ft2 Diameter 1/8 in Designed Reserve Area 1250 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length '0 0 15e ft Schedule/Class 40/3034 Elevation Measurements Length 75 ft Original Drainfield Area Slope 5-7 % Diameter 1.25 in New Slope,If Altered n/a % Preferred manifold configuration used? NI Yes O No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 9.3 in Schedule/Class 40/3034 ,e Designed Vertical Separation 12 in Length 100 ft Gravel-based Drainfield Required? O Yes I'd No Diameter 2 in ib Pump Required? eYes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 8 Diff.in Elevation Between Pump&Uppermost Orifice 8 ft Dose quantity 5%.1 c gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1250 gal Uppermost Orifice ESHigher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 22.5 gpm lE Timer F Elaae.Meter 1' Event Counter„ Calculated Total Pressure Head 16 ft If Timer: Pump one 1,00-min ,pump off 14412,...98-hours C`lF'�'C Comments Please note that there are two soil evaluation dates. The soil evaluation conducted on 12/15/25 is not considered representative to actual ground water levels or restrictive layer due to the previous 72 hours of heavy precipitation. Revised: 6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 2 1 3 4 3 9 0 1 6 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ✓ Test hole locations iir Drainfield orientation and layout Reference depth from original grade: Er Soil logs Er Trench/bed dimensions and V Septic tank i' Property lines critical distances within layout 0' Drainfield cover Pr Existing and proposed wells er D-Box/Valve box locations Reference depth from original grade within 100 ft of property le Septic tank/pump chamber and restrictive strata: iir Measurements to cuts,banks, and locations Laterals, trench/bed,top and surface water and critical areas le Observation port location bottom ✓ Location and orientation of 0' Clean-out location O Curtain drain collector curtain drain and all absorption 0' Manifold placement O Sand augmentation components le Orifice placement Other cross-section detail: er Location and dimension of Er Lateral placement with distance Er Observation ports/clean-outs primary system and reserve area to edge of bed le Buildings Other Information le Audible/visual alarm referenced Yes No er Direction of slope indicator 0' Scale of drawing shown on scale Pf O Design staked out Er Waterlines bar O V'Recorded Notices attached er Roads, easements,driveways, V Elevation benchmark and relative O ErWaiver(s) attached parking elevations of system components 0' O Pump curve attached Er North arrow an le drawing O P'Evaluation of failure shown on scal a tip i Non-residential justification ` I#11 l O O Waste strength ,,,, ni' �' O O Flow ,� #, °�f'. %,,, Ir DESIGN APPROVAL y� ;� r u� The unde�w ed der m •e notified by installer at time of installation V'Yes O No 21037126 % -r -. . c' 2 O RICHARD I EL 12/30/ 025 LICENSED DFS1 Get ature 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-site regulations: - ii St-2- Environmental Hea th Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health.,/ The b 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 FROM PUMP TANK CAF II BER SEPTIC DESIGN Feasibility-New Construction-Repair 5CH40 PVC TRANSPORT LINE • --o SCH40 PVC TEE(TYP) 165 Tupleo Way Poulsbo,WA 98370 MANIFOLD PIPING t.360.509.7900 '}:r,145- 5 • r- '}n ' , }' . ? ", r - Pump Selection for a Pressurized System-Single Family Residence Project � _ �.. ti �.vr,, 9 �,, � 2,, ���,.�• tom—MANIFOLD RISER BOX WITH 9 � 7yd F ' }•'"p�'e�' SECURABLE LID. LINE FILTER 1170 NE Hurd Rd FABRIC OR SCREEN r �' � • a r.- N 5- r� .-_ "�—'�` � � Parameters r Y 2.r r u p PVC REDUCER ' + • +• • BUSHING(TYP) Discharge AssemblySize 2.00 Inches 160 I I I I I 1 I PROFESSIONAL STAMP -. w r9.� 4 iI% �a r, :l�r.` Transport Length 100 feet I I I I I I I �,' •. •, !Y L` # .; PVC BALL VALVE(TYP) Transport Pipe Class 40 I y I;r�; •r Jr r • ;•`r is .-.4.4I! T Transport Line Size 2.00 Inches Ir '} ': Distributing Valve Model None 140 I I I t g a +• p SCH40 PVC LATERAL PIPE s 'r �J [J r 'r [[JJ [ Max Elevation Lift 8 feet — I I 1 1 1 I I l I • , ? � .�i;"+ [LAYOUT,QUANTITIES,AND I I I I 11 I r + rz'r i fi. l .^ µr1 r,r, ,� Manifold Length 55 feet r 1ry.���� . .'cr . . .�. . -` LENGTHS PER SD-3] I III I I I ] c7 iz' 7 r r u+v' :.-5,,,_ r�r r .�•, ,f 9. 4'S Manifold Pipe Class 40 — A iz .., T �"?r te r I , r r Manifold Pipe Size 1.25 inches I I 11 I _I I I i 1 I I p . , F *• +- * .,r, yl Number of Laterals per Cell 4 120 I i I 1 I I I I I .•4,,..},,��rr R 'j' „•y)q F r r y (_ 1r I..., O ,2 ..1....... ,, .. $�.a_.:.=,...4,-,.-5 _..,'.,1•. `�lrt-i;.5 Lateral Length 50 feet --- ---- �� i •�a • �i�1.+, Lateral Pipe Class 40 m —_ I __._ _ _ _ r? 21037126 '1,',„ Lateral Lateral Pipe Size 1.25 Inches m 100 �I 1 I 1 I� I O`,RICHARD 10 L BAZZELL Orifice Size 1/8 inches s I1 I I I I _ I YL ' ill I I LICENSED DESIGNER Orifice Spacing 4 feet I- — ��� Residual Head 5 feet MI _— —I�'—' 1 I 1 Flow Meter None inches m 1 1 ill 1 1 I REVIEW STAMP 'Add-en'Friction Losses 0 feet 2 80 __I_I__Lid_..__ _____ _ _�-I,_1_._._f I I Calculations G -- [ -I' I{. I I i 1 PRESSURE MANIFOLD Minimum Flow Rate per Orifice 0.43 gpm ""r"1 IT T1-1- I-- 1I I I_ Il ,I',.,—---.-- NTS PLAN o i --_ I I I ] I I _ i_f III I I I I , APPROVED Minimum Flow Rate per 52 60 Total Flow Rate per Zone 22.5 gpm i- _ Number of Laterals per Zone 4 __ I !'1=�-'J I __ 1 1-I—-j I , FEB1 2026 46FIowOiHorenuallstlLas4Orifice 0.8 _ _ I , II l�ly_Tr_� _� I II I I I'7I__ _^____ MASONTransport Velocity 2:2 fps 40 T I I I I I I TI-1-1-1-1 I COUNTY ENVIRONMENTAL HEALTH _ Hi I I I I 1 1 I ' RET Frictional Head Losses I II I.,,,,'/ III I Loss through Discharge 1.6 feet I I I I III III Loss in Transport 0.0 feet 20 •- Loss through Valve 0.0 feet ____L I,— o j—_ —— i I I , ! Loss In Manifold 0.9 feet I Loss in Laterals 0.1 feet I I I L I I I Loss through Flowmeter 0.0 feet I I i l I — III II REVISIONS 'Add-ori Friction Losses 0.0 feet 00 10 20 30 40 50 60 70 80 NO. DESCRIPTION DATE PRESSURE DISTRIBUTION SPECIFICATION Net Discharge(gpm) System Information Pipe Volumes Vol of Transport Line 17.4 gals Treatment Level: B Vol of Manifold 4.3 gals PumpData Legend Vol of Laterals per Zone 155 gals Operating Capacity: 270 gallons/day Total Volume 372 gals PF5005 High Head ElfuentPump System Curve:— • Design Capacity: 360 gallons/day So GPM,1/2HP Project: Minimum Pump Requirements 115/230V 1060Hz,200/230V3060Hz Pump Curve:-- 1170 NE HURD ROAD Septic 1250gallons Design Float Pate 22.5 gpm — BELFAIR, WA 98528 P Pump Optimal Range: Aerobic Treatment Tank: NuWater BNR500 Total Dynamic Head 16.0 feet Pump Tank: 1200 gallons Operating Point Hydrualic Loading rate: 0.6 gallons/sq.ft./day Design Point O Minimum Dispersal Area: 600 square feet Minimum Linear Feet or Dimension: 200 feet Date: December 30,2025 0 OR EQUIVALENT Percent Slope in Primary: 5% Sheet Name Max.Trench Depth: 9 inches(max) Orenco System Component Details Vertical Separation: 12 inches S " ° , C ramiletmemeamo Additional Cover Required: 12" SEE PUMP&PANEL REQUIREMENTS ON SHEET SD-1 Sheet Number • • O PUMP CURVE S D-6 2 NTS PAGE 6 OF 6 CLEANOUT PORT 6"0 PVC PIPE(FIELD CUT) CALIBER WITH PVC SLIP CAP 6"0 TO 4"0 PVC REDUCER, Sy-Ne C DESIGN PVC THREADED CAP FASTEN WITH STAINLESS 55 SLOPE Feasibility New Construction-Repair (LATERAL TO BE CENTERED STEEL SCREWS TO CHAMBER IN CLEANOUT PORT) 1 165 E!8370 1 ) \:•IX>'`,-.;..\:" :;"- :\'.9.0,-. 7. 7,-0- REQUIRED GRAVEL&PIPE MAYBE E ADDITIONAL COVER �\��\��\�=�\�: '�`.\\ ��.\:\' . SUBSTITUTED � 7 _ „ ) �- TRENCH WIDTH-36 � LOW PROFILE GRAVELLESS REQUIRED=12° \\N.,;.,: >\ \�'.�'�.,\;\\\%..,,-N ? I CHAMBER REQUIRED(GRAVEL& \\/\\\ \\�� \\�l\ \: \� \\\,:\\\,. , MAXIMUM TRENCH 1 I I PIPE MAY BE SUBSTITUTED) MAXIMUM TRENCH \\\\\\"i I I 'll II -I4,I�I 1III�(rllrli}.��lil �1��r 4)� DEPTH 9" I DEPTH 9" \\% I I } } i. - f J I Is LINE OF TRENCH ��� 1. ,F� C.� � 1.'i � _-" --T'..- T-1 �-,"it \ _ I _ _ I PROFESSIONAL STAMP ls III III III-III III III II,=III III ..III IIIIII III= =111f III III=111=III: III III II III III'- —1 11:-1 11—I I 1--:I I I_-I I 1 11 11=i_;I it=7:I I-1 I 1=1 I HI I a I LATERAL PIPE WITH 1/8"DIAMETER -III- Ill ;III-=1 - - =i_ la_I LATERAL PIPE WITH 1/8"DIAMETER I 1=1 I -III I_ I, III-I I.L_-1 -III-1 1=III ORIFICES AT 4'-0"OC SPACING, I i 1 I 1=_I I 1 1 I i_I I -11 III a I I I-_ VERTICAL SEPARATION IN -1 I I I 1-:1-I. I I I I.I-i_1IL- I I I -LIE.1 L-11 I-I 1-1. VERTICAL SEPARATION IN 111_ 11 1=-1.1.1. , 111=,1-1.1-1 I I__.1 I 1 11HI 11H:I ORIFICES AT4'-0"OC SPACING, �! NATIVE SOIL(12"MIN.) I I1 L-III III"- 1 I I I HI I 1 I 1 -III=I I(._=111011--El I I 1:=J I I 1 =� ORIENTED AT THE 12 0 CLOCK NATIVE SOIL(12"MIN.) 1-L, III =1.I III III I 1—III ._I_II I_:. ORIENTED AT THE 12 O'CLOCKIs f III III 11 III _I I__ III III II III.-I POSITION. PRESSURE LINES ARE III „III 11 III L_._ III III _.I 1I- I I I-I 1 I-1 I I-III=11 HIII =I 1=1 I I�I I-III: ! -I 1 I.- REQUIRED TO BE SECURED TO THE III-=1 III=1 1= III III-III I'�.III_= POSITION. PRESSURE LINES ARE , =1 I I.-1 I I-I 1 IIII I I-11 I-1 I_I-I I-111:.-1 I_L- I-.1 11.-11 III--1 -1 II-1 -1 I-III-1 I I-I 1-1I I-� REQUIRED TO BE SECURED TO THE 111.�-111���I 1111,,111_1 I, I, �I 1 l ui l l;1 ILL 11-!=,.III TOP OF THE CHAMBER PER III-----fir=_I li�I� i111iii11� �11i.�11 l l� it l l lam.ul l_iiil l l.i TOP OF THE CHAMBER PER � + + + i P MANUFACTURERS SPECIFICATIONS + + + + F i + + + + + + + + + + } } + + •I• { + + I +*+ + + + + 4. MANUFACTURERS SPECIFICATIONS ,� sa w g d},411 RESTRICTIVE LAYER,COMPACT + + + + + + + + + 4. + i- + SCREEN PER MANUFACTURER RESTRICTIVE LAYER,COMPACT 21037126 LENS,OR"HARDPAN"(30") -F`++ F+ i " '#+ { +.+++++`.+'.+'.+.++.++.+ REQUIREMENTS LENS,OR"HARDPAN"(30") + + o� BA71 LI RICHARD!. E + + .+ + -+ + + +. +- + .4 + .+ +- + + + i. + + + +- i. .I. +. + 4- 4. + 4. .+. .4 .# + -F +. .,. ?. LICENSED DESIGNER + i i + I. + + + i + * + + + + + {� I I L 4. .} +- .} + + + + + + + ti REVIEW STAMP 1 LATERAL-GRAVELLESS CHAMBER 2 LATERAL-GRAVELLESS CHAMBER NTS SECTION NTS SECTION GRAVEL TRENCHES ARE REQUIRED 6"0 PVC PIPE(FIELD CUT) TO BE INSTALLED 9"INTO NATIVE SOIL GRAVEL TRENCHES ARE REQUIRED 6"0 TO 4"0 PVC REDUCER, TO BE INSTALLED 9"INTO NATIVE SOIL FASTEN WITH STAINLESS 6"0 COMBO PORT STEEL SCREWS TO CHAMBER TRENCH WIDTH=3'-0" 90°PVC SWEEP 1' REVISIONS NON-WOVEN FILTER FABRIC ADDITIONAL COVER NO. DESCRIPTION DATE Is ''....,..:,:i5 .:,::';',.„,A' , Z \\\\�\ (SEE STATE RS&G) =12" LATERAL PIPE WITH 1/8"DIAMETER ADDITIONAL COVER ��\:�'� ,�� '�� �; ;�� �% '"� �� 718"-1 1/2"WASHED DRAIN ROCK\ , \ \ \ \�� \ ORIFICES AT 4'0"OCSPACING, REQUIRED=12 �'\'\ \ n - - , ORIENTED AT THE 12 O'CLOCK is \ ' ♦ TRENCH DEPTH 9° °c POSITION. SHIELD ORIFICES IF TRENCH \ '' {' +� '-V 2♦ MAX GRAVEL&PIPE ARE USED FOR DEPTH= 7/8" 1 1/2"WASHED ! �,. _ -• ��� ry � � THE DISPERSAL TRENCHES. DRAIN ROCK \;\\. Project: 9' MAX . '.\\\ 6f! +4 +4 + 1170 NE HURD ROAD ♦ '� `� . , a 'A + + 4. + 4- + 4 + + { 7/8"-1 1/2"WASHED + + 4 + + + + + • I + + +. +. F� + + + +. I BELFAIR, WA 98528 + 1 + + I F 1- + + 4 + + 4- + +. DRAIN ROCK 4.J->l-. �J .I. +. +. +. +. + + -4 # .,.+. +. .1- +-4. + .I. +.4. 12"MIN.VERTICAL +. .4 .,. - +. +. + -+ +. 4. + .4. +. + + + + + + +. .+ 4- + + 4- + + + + + LATERAL PIPE WITH 118"DIAMETER 4 + +. ++ + + 4 + + + + + c)Q c + + + +. + + + .F + + h + ORIFICES AT 4'-0"OC SPACING, SEPARATION(NATIVE z o I i i i. + + F ORIENTED AT THE 12 O'CLOCK UNDISTURBED SOIL) +++- I +-1- +*++-1 +++++++++}+++-I- CC +.}+. Date: December 30,2025 . -m + + + + + + +. +. + + 4 + + + 4 4 • POSITION. SHIELD ORIFICES IF + + +. + + + +. + + + + 4. + + +- + 4- GRAVEL&PIPE ARE USED FOR THE -f + + + -F + + + 4- + + 4 Sheet Name + + +4 4. .I. +. + + 4- + + + + -I- + + 1- + ` System Component Details DISPERSAL TRENCHES. EN a z + + + + + + +4- + + +++ + 4 • + +- + . w= + + + + + .4Y+ 4 + + + + I++ + +. .I. + 'h + +4+4+ + + + + 4 + + + + + + + + + + - + + + + .+ + + + + .+ Sheet Number ♦ 3 LATERAL- SITE CONSTRUCTED GRAVEL 4 LATERAL-SITE CONSTRUCTED GRAVEL SD-5 NTS SECTION NTS SECTION PAGE5OF6 36"MAX OR PER MANUFACTURERS CALIBER 36"MAX OR PER REQUIREMENTS SEPTIC DESIGN FIBERGLASS GASKETED RISER&LID WITH MANUFACTURERS Feasibility-New Construction-Repair GASKETED RISER WITH STAINLESS REQUIREMENTS FIBERGLASS GASKETED RISER&LID WITH STAINLESS STEEL FASTENERS. SECURE TO STEEL FASTENERS(TYP),MININUM STAINLESS STEEL FASTENERS. SECURE TANK WITH MANUFACTURER RECOMMENDED 165 Tupleo Way ( ) FASTENING SYSTEM.(TYP) 24"DIAMETER EXTEND EFFLUENT TO TANK WITH MANUFACTURER Poulsbo,WA 98370 FILTER HANDLE TO (TYP)RECOMMENDED FASTENING SYSTEM. DISCHARGE ASSEMBLY t.360.509.7900 WITHIN 6"OF LID. PVC SPLICE BOX WITH CORD GRIPS FINISH GRADE FINISH GRADE i lJ -�.l llt-il. o IItI LTIv1F Il�I L l ARit li"'liJ= -_IJ - ,4. - 'li \- _' � 1 i� J��l�rJiilJl: I4�F �(01:410V-1-1...-4-147ll7�� 'I ��� ��i l� � j�rt •,I:[ �'a`F�r � -El Cr , TO CONTROL PANEL 1}Jll[1-1FIIJ 11!' -1• .3,7--.-U-. ilh1 `- =11I h--[II .Ai rl[-1lE+It-IT}-1ii f11-. m 17-1IHi-ini 7 IffiUJ P 1�r TO DRAIN FIELDr f Crr 1�I Nrr tir Jim !-,- ,,iii. Lt p1 • u ( ri iJ its r ,1,-11-,,,,A..��I 9rF Jl}1L .. • � 1i.EgrfIl i11r:1'Hi•. • . . . 7��{I riillni (—� —t I: n ri— r la Jil11.110., TRANSPORT LINE TO DRAINFIELD PROFESSIONAL STAMP INLET Q Q OUTLET INLET Q -i--irSEE FLOW CALCULATION FOR SIZING) eitilil�IflJtn-zr ,, -AT t-TIii,Jlll� 111 I emir iri1 u 1If�1t11 -a HIGH LIQUID ALARM m • E u ii-rgir= 11 Al.,. --."14-Y HLA FLOAT nlllri . INLET BAFFLE �N =u:,,;':,11 1jl11.14- . Nil (AS REQUIRED 1 Ij' : ,,11'� r , EFFLUENT iI �YL ��I / ON/OFF FLOAT ii—ii-91F: ;LFu}-.R FILTER ortyj--1J,• F�T—Ft;- LOW LIQUID ALARM flag.JJ.i �i F ifh...�l_.. rl.,.ill II 11:=3.._ . g L�.1�_ IiIJJ.I. •_ E...-1 —�.u • 1yl•J. will: . _ •II yrI ➢r (LLA)FLOAT 4, ; TWO COMPARTMENT �'E� I r i�� L� ty CONCRETE TANK ,[-�i�:_ • a 1TI-�R1 p'. • i L[I i '? ' Atilt f � ��' L� �� 21037126 ���_� W- CJ.7 IA F 1� [106117:-; �r}�r�Ili' O LR1cHARD1BAZZELL rc _}r��li ` �rIJ[a SHROUD(18"MINIMUM HEIGHT) LICENSED DESIGNER E IH[F' I-3 E31 T �E L ICE- �� - a•. .. �E.,l itJl Lr�J�' EFFLUENT PUMP j_ IBTti,:�I I=y',r_, fE L; W..'II-- I• ll-W-. -i lt (i1-11-urn-l.�l W-Ill r-y.Irlik'1-'l IJ.I ill'=. !r ur, l. TIES, 71r"RA a I��iiNrr-Lll rtl r O , r7�tr_-t.r-wit-,� _I1=I',,ILr 11,; • � -�� :3 31 II-.I .. - E E 1J.II Ali-Hl 1LFI I1-ill IT . T 1.1-11.1 3 Hti,:= ::-J( 11-ili-111 F-T.I. 1i-1.F..1�.L F 71.-L-Ij ]HLE-'.ir IJ Ilr �H�F.ill-I.�L7 I1.�I7�E�Ems( �..��f'�;1,E-E�__IIJ-r� I;y E IFI.E�LJ rJ Ili. _ 1-� ,f .._ _ -- ..�... - .1-3 h f- 1I-il - J=rH A L,fr I .{f..:1 H .. "-.rrH E.. _1 F--1=3 ,P=LP-i I-11H . I -i!`:f,T....1 1,.r..i-.1 E-�E•.-7`1;-1={71-:1164.H1F:1.11 11. E-9 If III .I l,._J.V:1.11.1- .FirE ID.,--1H II- . _C-L1' 1. 1 [ 1_j.J.l J. _ .L L.I II ...1 .1.. .1.. .r l_r iI 11., I. ..I .F1r 17 .1. .lI—Lf __ _.. _ _ _ L—.1-I-I—.f_.� 3 E:..1....1...alr.- ::3 .-::1r�-1- -II1—F:-1 E--1E:II—f-lr:d f-:1 E>I I::.i._{l:- 6:dil. ]t!I.=r�il .1 1 1 .lu I_ 1 1 ➢ 1 � 1 7, _Lt Il II '1="ran_..II.IJI'..rH_T..E-911_LIT L[-[alFlh-LIIL1.-.Rr_S-FLN -I 6-1 I I X11 I 9i ifi-Ihi-,3_ TT' L l 11 IT 1. .1.,_.l. I..f 11„ 171 7. ,x-11 i -E�r 1,17, I LJ 011. .. .l 1. J.JI l..l .P 1 CI, [�, �� W r{ 25��� rl�� r� rl�rl rl�� �r if X1.,1. �F[®r m1� igiigr ���1 �,Tl_r 'i �k-la IiiiI4, -�r� _ i 4-14- Il'il=itit-!,YrkiLtLiM clJ `f rc REVIEW STAMP APPROVED OFIGURE 1. 1250 GALLON TRASH TANK FEB 18 2026 O FIGURE 2. 1250 GALLON PUMP TANK NTS SECTION NTS SECTION MASON COUNTY ENVIRONMENTAL HEALTH RET 9-2 . VA,ESTCHr ,ID„ , D.ALFOUAERATQ2 TRASH TANK NOTES AEROBIC TREATMENT TANK NOTES RSE S(TYP) d — 1. TYPICAL SINGLE COMPARTMENT CONCRETE TANK 1. PROVIDE NUWATER BNR500;CONCRETE TANK SHOWN. OTHER CONSTRUCTION MATERIALS OF RECOMMENDED. ALL SUBSTITUTIONS SHALL BE 35" AX rwCPP) •\ k o vrRc CONFIGURATIONS MAY BE ALLOWED OR REQUIRED. REVIEWED AND APPROVED BY DESIGNER. - I'm SEE SITE PLAN FOR SPECIFIED CONFIGURATION. 2. ALL TANKS MUST BE STATE APPROVED. REVISIONS qg' - a� f 2. ALL TANKS MUST BE STATE APPROVED. 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED NO. DESCRIPTION DATE —I , 1 sly e - - t WSW I ' '''.1 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. S INSTALLATION GUIDELINES. - I 4. ALL SUBSTITUTIONS SHALL BE REVIEWED AND 2'TEE rlRiDqurri> ` APPROVED BY DESIGNER. 2 RC 1Rt6HCRAMER �- ' DIGESTERCRAVBER CLARIFIER PUMP TANK NOTES Project: 1170 NE HURD ROAD �A„��PY,Y,0'»1,� �T»GA�„F2' BELFAIR, WA 98528 Rm acranan:moclovs Eto»cwAorrasacvlas m Gw, ws 1. TYPICAL SINGLE COMPARTMENT CONCRETE TANK 1T SHOWN. OTHER CONSTRUCTION MATERIALS OF CONFIGURATIONS MAY BE ALLOWED OR REQUIRED. 5V I Sr SEE SITE PLAN FOR SPECIFIED CONFIGURATION. N % • • ,_.-`, rxvz 2. ALL TANKS MUST BE STATE APPROVED. 'g 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. Date: December 30,2025 • ; 4. ALL SUBSTITUTIONS SHALL BE REVIEWED AND Sheet Name •• 1. +� APPROVED BY DESIGNER. ^ T�AN<'^"ll ' s 5. ANTI SIPHON VALVE IS REQUIRED. Sewage Tank Specifications L , .__C .r. . \ /! % 1$T# 9 -1f,' \ 1 1A44E 1"=7 E R. .S MEFREN4Tib£5YL CR CCIWPCTED sun Sheet Number O ERS1O YS L SD-4 FIGURE 3. AEROBIC TREATMENT TANK(NUWATER BNR500) O NTS SECTION PAGE 4 OF 6 PLAN ENLARGEMENT HAS BEEN ROTATED CALIBER FOR CLARITY. SEE OVERALL SITE PLAN SEPTIC DESIGN FOR LOCATION&ORIENTATION. FROM PUMP Feasibility-New Construction-Repair TANK 1 165 Tupleo Way Poulsbo,WA 98370 t.360.509.7900 Ilk PRESSURE MANIFOLD (7.10 E. m m PROFESSIONAL STAMP a r 'W _.S y. Y FC 7 'FPt} .- -. i 1 , Yap S F,-' S , s S ,. �' z," r, �� c. .r �� ,.. �. � std � 2r-` k `& A �' n1�' •-• '�'_�i { ( -.j( i�"k .4`t i ?( 'A 7..4 ..P P-( 1(..( ...(1-".."1A ""( 1 ELkk? {t I �?( -' 1-P- 4' i' i (" ,( �. - "- 9� -(Y ` S '1,°c OA 4"0 OBSERVATION PORT, j R 2103712& WRAP W/FILTER FABRIC o RICHARD C BAZZEESIGN L WHEN IN SAND MEDIA i LICENSEDDSIGNER (4)1-1/4"0 PVC LATERALS \\ \� , v \ SD-5 TYP REVIEW STAMP : 11 ? l ._ 14. fir?y 4f?-z-,v-1'r '�, wk-r, j� --" ? 5--- _rJ"Yr it 0 ,'' a j `d- '}S ,, ,,{ "sic. "* ")' , "ta "` ,- ,,,, S 6, ., -. ._ 4;- io,. ; .yc°f , f,,, fir, 3v*, }t' �,,,e.,:,..-1;,:...i , i. t-?; s g..cf o .'lT'� } .L,';` ti' „ ::7_.!1:9 t3"k6yy -r-"-' ..,.07-0—I y ` . .` 1,1:2-4.-r,-,:....1-.,4- .f-1- y}5- ,k r2-Tk5.-* ,w4r*e .-Ate- " .l)}-x` i. Y..�% `- .. .1.t -,-, .,, yL�?-��. ,,,yv "l. i=L-7 � �„:-S (g �: y,D,. -.t5'� 6 �'rSof r. r � � ,� .. ..�s.� ,�,3�^,�h �r;s. "j .t`S:p'' rz'".�Zi-.�; ��s C�3:'�s,'S.�-"'i.�- �`� „�cs�Y. � .� �S. }?r 'r;,��,,n,"�. � '--)?_.$, TYP .. "Je- ` - ::. y` F � y 34,E -'FI ' r�r , :t ,,j. j?,.,- f},.7 �,-. "1;,.j' 9 ca 4 'kSD-5 `ok .i,tA_( p( 5 " .C C '( -' 7.2.0 r.i ' A,A,Pr): f '1.Q r{7` X-.'._'1� ?( "�( �Y79 PI' t L�- l} `'k._. '�.'t).3r?-( (J QM Q,'1 4' '.c,,-„ P-(`5 f )-1=0,42- 4" 0 OBSERVATION PORT, WRAP W/FILTER FABRIC WHEN IN SAND MEDIA VA ,,, ,;.; Y? j�� 15 ? _L�? � A 7 'r' S -C. .., "�-,`; rn� jG.-:,-S-1/2!'),_""Y"Y c 'F` _ —a-'4.:.' )e?1 �.• .' i, c ,q }�j-( REVISIONS -a .S S, _S- _. _ _ try._- _k �� .} ,__�C. .,r�k�hk�rYj� �t_� rY"Y NO. DESCRIPTION DATE EVISION '; .�G _ "N .r.� t>>- -ti, :=I . ,..4 1� - .� - H . -.1 c-a":�.,-�.�.,. ir.,.H. - ._ ,.,. .. ;�,",�;�- -r—„-�- y,- _ h_ �''`5 t' 4 ))-' 7-:-...1-4:4)---,,,-,4- , ,`='a C .. of ` ,'„,,, `�^i?- f O of y,,N ,k', }� c ,, .a .:).6 ,• �n ''`a:)(',.. ( l .(k,.-C _{,t- '!,f „(�k�.( ,_f . .i L.. . .A �1 L,,-(5:�'( k 2I {)-Pr .?(1 2C,...9-( { 9(P..'FP.( .�( l).-..-C ( -; ..(a.)-('T.? ,-PC k.,i F1?-l",..f(G9 P.(}-9-t V) ,-(�-(1.1? Z 4"0 OBSERVATION PORT, o F WRAP 1N/FILTER FABRIC Project: WHEN IN SAND MEDIA 1170 NE HURD ROAD BELFAIR, WA 98528 �-e') t-1,4--"...TX-X1'. a." ''} 'E' �� •�y'�+.�`�i 7�,[ �,'� • - -�" k-1 1-�S-� ��� 7'��.(��r,�7�O '� C''C 't)'�` ' x ! - $\t' ' t._-1 }.z. .., °/t .v'}r-" ��.5 } =� _ ' ci' "�. ;;" j r{r ,, t" ptt n v I-7� . ."� -'- _---- ri rr Y t A4P 4 0Yrd �rr�7# �} •" t:j�T� • , ?. '' n;: S ?tC _T • t,.� 1".:r.rt*$,,tY,..9 t ('--.) ! 1 r. 'r ≥ } cg }-,S R^y M ,•�VYt,"} -4,'""44z.4 ,; .� q • i> r Ci{' ..( !"94• 9- f'j'�• X"r;' • :_ • wig, o �• P ,. • t `i� , ! !- • ?" . l F � x 2 }., � ��'�j �." .� ��? �.. ( o�.. r,�{ .c x�,.( { ( i,._{ ( �{����'�:1 Date: December 30,2025 4"0 OBSERVATION PORT, Sheet Name WRAP W/FILTER FABRIC INSET- PRIMARY WHEN IN SAND MEDIA 50'-0"[FIVE(4)ROWS] DRAINFIELD r Sheet Number O1 INSET- PRIMARY DRAINFIELD SD-3 NTS PLAN N PAGE 3 OF 6 1 • LEGEND NOTE:ELEVATIONS SHON AT STUBOUT AND MANIFOLD ARE RELATIVE TO ONE ANOTHER TO -__ CALIBER PROPERTY LINE • INDICATE REQUIRED SLOPE. FINAL ELEVATIONS SEPTIC DESIGN TO BE ADJUSTED PER CONFIRMED BUILDING FFE. Feasibility-New Construction Repair PROPERTY CORNER 165 Tupleo Way ! TESTHOLENO. Poulsbo,WA 98370 TH t.360.509.7900 \ NE HURD ROAD Ia TEST HOLE �——— /r \ (SEE SOIL EVALUATION .\ 1 PROFILES BELOW) _ I PROPOSED WATER LINE , v-o o - ,_ 309.0__� 0 CLEANOUT R10\ /I TH 4 _ • PROPOSED ONE-PARTY WELL PROFESSIONAL STAMP / PLAN NOTES \ � , - 30'-0"NO STORMWATER ZONE 1.THIS IS NOT A SURVEY. SITE FEATURES, i' __- TOPOGRAPHY,ELEVATIONS,AND Ark PRIMARY DRAINFIELD / / I 10'-0"NO BUILD ZONE BENCHMARKS ARE BASED ON DATA bn ,- SD-3 (58'X22', 1,276 SQ. FT.) I \ ____-\ - PROVIDED BY THE OWNER. CALIBER I - - SEPTIC DESIGN LLC RECOMMENDS THAT A -' �; `` \\ LICENSED PROFESSIONAL LAND SURVEYOR zs .,`i s RESERVE DRAINFIELD 'N ALWAYS BE USED TO SET CORNERS, d h © ALWAYS (58'X22', 1,276 SQ. FT.) \ `` `\ " '. 1\ \ PUMP TANK SD-4 ESTABLISH LOT LINES,AND VALIDATE f 21037126 ‘, t o,- - ELEVATIONS. O RICHARD I.BAZZELL _, � , \t ,%i i - ,,-' © LICENSED DESIGNER ' ` ' _ AEROBIC TANK s. tt�` �:_,, ::-, \ REVIEW STAMP SOIL EVALUATION PROFILES#1 - TRASH TANK SD-4 SOIL EVALUATION DATE: 11/28/2025 ci o STUBOUT AT ELEV. 0.00' TH#1 0-30" Loamy fine sand with eC MANIFOLD AT (Reserve) gravel,roots/restrictive ELEV.-5.00' CONTROL PANEL (gray/compact till)at 30" = o 0 O I TH#2 0-30" Loamy fine sand with z co I (Primary) gravel,roots/restrictive V (gray/compact till)at 30" N :%% !: ': ;: .' ;: I N TH#3 0-30" Loamy fine sand with co /-Z;.,/, 1'A co 'A (Primary) gravel,roots/restrictive - (gray/compact till)at 30" is ' ,%/,%",;,.r`\'`=;!/ REVISIONS PROPOSED I TH#4 0-25" Loamy fine sand with NO. DESCRIPTION DATE j T..:./,:: i (Not Used) gravel,roots/restrictive APPROVED % THREE _55'-0"- layer at 25" I BED ROOM �:. SINGLE FAMILY' I Note:Water levels were noted two hours after RESIDENCE ..-,- FEB test holes were excavated. 18. 2026I Project: .: '::;:7:::-;;;.-2::.::::-:::-::::->:.;:::-::/0...;;II SOIL EVALUATION PROFILES#2 1170 NE HURD ROAD MASON COUNTY ENVIRONMENTAL HEA THf:. ,':;. PROF?° SOIL EVALUATION DATE: 12/15/2025 RET QS.p %-'' BELFAIR, WA 98528 I TH#1 0-26" Loamy fine sand with I (Reserve) gravel,roots/restrictive (gray/compact till)at 30" TH#2 0-24" Loamy fine sand with Date: December 30,2025 65'-0" I (Primary) gravel,roots/restrictive Sheet Name PROPOSED POWERLINE I I (gray/compact till at 30" _— TH 3 0-24" Loamy fine sand with Site Plan __ __ __ (Primary) g ary) gravel,roots/restrictive 305.00' (gray/compact till)at 30" Sheet Number TH#4 0-20" Loamy fine sand with SITE PLAN ,'\ (Not Used) gravel,roots/restrictive 1 1"=50'-0" liilayer at 25" SD-2 0 25' 50' 100' v Note:Heavy,non-typical precipitation within 72 hours of the soil evaluation. PAGE 2 OF 6 GENERAL CONSTRUCTION NOTES TANK REQUIREMENTS PROJECT INFORMATION: C R 1. A pre-construction meeting with a licensed wastewater designer is required prior to 1. Concrete tanks are recommended,otherwise use tanks approved by Washington Owner: Mark Buntins SEPTIC DESIGN installation of the approved design. State Department of Health on the"List of Registered Sewage Tanks." 4311 Carpinteria Ave. Feasibility-New Construction-Repair 2. Materials(on-site treatment system products)used for the installation of this design 2. All tanks must be installed on a level,compact base,pea gravel or sand may be Carpinteria, CA 93013 165 Tupleo Way are required to be approved and registered with the Washington State Department required. Follow tank manufacturer installation requirements. Poulsbo,WA 98370 of Health. 3. Tanks are required to be installed within 36"of finished grade. Septic Designer: Caliber Septic Design,Ilc t.360.509.7900 3. Installation of this design is required to meet local health jurisdiction regulations 4. Use only pump basins approved by Washington State Department of Health on the 165 Tupelo Way and policies. "List of Registered Sewage Tanks." Poulsbo,Wa 98370 4. Installation of this design is only to occur during dry weather conditions and after 5. The dual port aerator is required to be installed with positive drainage,elevated, c.360.509.7900 the site has been prepared for construction activities. and with proper ventilation. Follow manufacturer installation requirements. e. rbazzell@calibersepticdesign.com 5. The certified installer is required to verify location of all utilities by submitting a utility locate request to the Utility Notification Center(Call 811). PUMP&PANEL REQUIREMENTS Site Address: 1170 NE Hurd Rd 6. The certified installer is required to ensure setbacks are met to all site features Belfair,WA 98528 PROFESSIONAL STAMP (surface waters,well,etc.)prior to installation activities. 1. It is required that control panels be mounted on a 4"x 8"treated post,at 4'-0" 7. If discrepancies between the design and existing site conditions are encountered, above finish grade, and in the line of sight to all sewage tank risers. Tax ID#: 32213-43-90162 the certified installer is required to stop work and contact the licensed wastewater 2. Installation of the control panel should take into consideration environmental designer prior to continuing construction activities. coniditons that may affect functionality of the control panels. Lot Size: 2.5 acres ,E$' 8. Proposed changes to the approved design shall be reviewed by a licensed 3. Use PF-Series submersible effluent pump(or equivalent).See SD-6 for additional wastewater designer and approved by the local health jurisdiction. information on Pump Curve. System type: Alternative-Pressure Distribution with Aerobic Treatment L,i� 9. The certified installer must contact Caliber Septic Design,LLC a minimum of seven 4. Use NuWater ATU simplex combo panel with audible and visual alarms for low and . 4i g 1.5.business days prior to installation to schedule inspections and requests for a final high water. Follow tank manufacturer installation requirements. Water System: Proposed Private Water(1 Party) 21437126 s tli record of construction.Additional fees for a final record of construction will apply. 0 RICHARD L BAZZELL' 10. The certified installer is required to provide a redlined drawing to the licensed DRAINFIELD REQUIREMENTS Vicinity Map& LICENSED1)ESIGNER wastewater designer prior to final inspection. Driving directions: Via WA-3 from NE North Shore turn left onto Old Belfair `� gs 11. Applicants are required to obtain permissions from Caliber Septic Design,LLC and 1. It is the responsibility of the owner(s),and/or their agents to protect the primary and Highway;follow SR-300 for 10.6 miles and take right onto REVIEW STAMP the local health jurisdiction for homeowner installations. reserve drainfields from any disturbance,and to have soil logs backfilled after the Canyon Dr;travel.5 miles and take a right onto Southridge 13. Stormwater infiltration systems, if required,are the responsibility of the client. local health jurisdiction has completed their evaluation. Rd,travel .5 miles to the subject property on NE Hurd Rd 14. A pump tank may be required if the final stub out is lower than the invert of the 2. Use caution to not remove soils when clearing the drainfield areas. laterals.All costs associated with such a revision is the responsibility of the client. 3. Trench bottom/infiltrative surface must be level. - - --- _ - - - - p ' !I 15. A curtain drain may be required due to unexpected water table conditions.If a 4. Site constructed gravel trenches are recommended. _Belfir curtain drain is required,it must meet the local health jurisdiction construction 5. Cover material must be sand or Type 3 soil. ":' standards for water interceptors. 6. The certified installer is required to finish(rake)the drainfield area so that surface , • t • 16. The septic design is NOT A SURVEY.It is the responsibility of the owner(s), water is diverted away from all on-site septic components. NE Hurd'Rd.Belfair; '1 ' • United states•WA•Mason Co. and their agents to provide Caliber Septic Design, LLC in writing any and all 7. Immediately cover the drainfield area with a suitable cover material after approval I ^9 j ""�"' _ -�7 information pertinent to the development of the septic feasibility and/or from the licensed wastewater designer and local health is ranted. t P P 9 jurisdiction 9 j ® w26mn i L design including property lines,easements, buffers,and setbacks required 8. All plumbing must be diverted into an approved sewage system. It is the owner(s), ' 4'.bm, �` ` by governing or regulating entities.Caliber Septic Design,LLC is not and/or their agents responsibility to disclose all sewage(to include greywater) ;` ..' cu REVISIONS responsible for errors due to inaccurate measurements from the property discharge points. • _ >r' -S9ma,, NO. DESCRIPTION DATE 37.4 mi cus4 lines or corners.It is recommended that the owner(s),and/or their agents 9. The system is required to be installed by a certified installer per the approved Intel . Artond• O 3b.21,:i"`''''' complete a survey for the subject property. design.Any substitutions or changes from the approved design must have prior . approval from a licensed wastewater designer and the local health jurisdiction. `t - �--` . , 10. Do not make any cuts greater than 4'-0"in height/depth within 50'-0" Cs,.inlet PIPING REQUIREMENTS down gradient of the drainfield. >_ Project: 11. Drainfield laterals are approvimate as illustrated and may vary. . 1170 NE HURD ROAD 1. Use only Schedule 40 or ASTM D 3034,or as approved by the local health 12. Laterals may be no closer than 5'-0"on center. .Shelton,WA - — - — _ -- s, BELFAIR, WA 98528 jurisdiction 13. No stormwater controls or drainage components are to be installed within 2. To be installed on native soil or a compacted base to avoid settling. 30'-0"(thirty feet)of the drainfield. 3. Include one double sweep cleanout between the building stub-out and first tank. 14. If gravelless chambers are used, low profile gravelless chambers are 4. Sleeving may be required and must meet local health jurisdiction requirements. required. 5. Ensure sufficient grade(1/4"per foot towards the tank)to prevent ponding or Date: December 30,2025 backflow of sewage in the pipe. Sheet Name 6. All pressurized water supply lines must be at least ten feet away from septic components. Project Information and General Notes Sheet Number SD-1 PAGE 1 OF 6 J .