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Home My WebLink AboutSWG2009-00233 - SWG Application / Design - 10/14/2009 CE ' ONSITE SEWAGE SYSTEM APPLICATION MASON COUNTY PUBLIC HEALTH 0 D Official use W 426W. CEDAR STREET PERMIT NUMBER: SWG 7ni't- D3c 33 v a PO BOX 1666 pp Z a SHELTON,WA 98584 DATE RECEIVED: 1O 0 q l AMOUNT RECEIVED:S.�� Z y, 0 (360)427-9670, Ext. 352 p to APPLICANT DATE CHECK APPLICABLE ITEMS Z f to KIM MCFARLANE 10-14-2009 O REPAIR SYSTEM MAILING3 MAILING ADDRESS DAYTIME PHONE O TABLE 9 REPAIR to 26906 10TH AVE. SOUTH 253-332-5546 O TANK REPLACEMENT CITY STATE ZIP O RV HOLDING TANK ONLY V (requires waiver) to DES MOINES WA 98198 O SINGLE FAMILY O OTHER — 'SITE ADDRESS Please describe: 2 2151.MASON LAKE DRIVE EAST Note: 3 NAME OF DESIGNER PHONE NUMBER Record Drawing(Asbui t)required for all I v installations m ROBERT PAYSSE 360-426-1803 �DRINKING WATER SOURCE O NAME OF INSTALLER )(PRIVATE INDIVIDUAL WELL I N/ O PRIVATE TWO-PARTY WELL O W N/A 0 COMMUNITY/PUBLIC WATER SYSTEM NUMBER OF BEDROOMS I LOT SIZE: ACRES FT X FT SYSTEM WFI#: I N THREE SYSTEM NAME: I SPECIFIC DIRECTIONS FOR LOCATING SITE. I W NORTH ON HWY 3 TO LEFT ON MASON LAKE RD. FOLLOW TO MASON LAKE. LEFT ON w ' MASON BENSON RD. RIGHT AT STOP SIGN ON MASON LAKE DRIVE EAST. TO ADDRESS o Ui 2151 ON WATER SIDE. I N i0 0 IO Site must be flagged from main road and test holes must be flagged with test hole numbers ~ 10 Official use only below this line SOIL LOGS COMMENTS/CONDITIONS I I W L5 SOIL TEXTURE CODES: V =very G= ravel) S=sand L—loam Si=silt C=clay E=extreme) INSPECTOR SIGNATURE DATE DESIGN EXPIRATION DATE DE GN APPROVED BY DATE /O zOo Revised 4/4/2008 Mason County -t iL1 Public Health October 26, 2009 Pioneer Digging 3083 E Mason Benson Rd Grapeview WA 98546 RE: Design for MCFARLANE Case No: SWG2009-00233 Parcel No: 222335200013 Your design for the above referenced parcel has been review and is APPROVED. Please refer to the comments section of this letter for any additional information. Please call me at (360) 427-9670, ext. 279 if you have any questions. Sincerely, Amanda Reynolds Environmental Health Mason County Public Health COMMENTS: 10/26/2009 1 of I SWG2009-00233 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 22233-52-00013 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. 1"Scaled plot plan,including all applicable items on checklist. ✓Cross-section sketch,including all applicable items on checklist. Maximum paper size 11"X17" PARCEL IDENTIFICATION Permit Number: SWGZOO9 —02.37 Designer's Name: Robert H. Paysse Applicant's Name: KIM MCFARLANE Designer's Phone: 360-426-1803 Mailing Address: 26906 10TH AVE SOUTH Designer's Address: 3083 E. Mason Benson Rd. DES MOINES,WA 98198 Grapeview, WA 98546 DESIGN PARAMETERS TREATMENT DEVICE ❑ endon g o-filter ❑- an Fi teI r o nd O Sand Lined Drainfield O Recirculating Filter,Type: ❑ Aerobic Unit Make/Model O Disinfection Unit Make/Model O Other: D RAIN FIELD TYPE ❑ Gravity 'Fressure Mirench O Bed O Sub Surface Drip SEPTIC TANKIDRAINFIELD SPECIFICATIONS /� /� LATERALS Number of Bedrooms THREE Schedule/Clas APPR SCH. 40 Daily Flow: Operating Capacity 240 GPD Length C P(JAZI0 F�D 38 FT. Daily Flow: Design Flow 360 GPD Diameter OCT 2 -ACTH 1.25 IN. Septic Tank Capacity 1200 GAL Number 6 2009 4 Receiving Soil Type(1-6) 3 Seperation AD^ 9'O.C. Receiving Soil Appl. Rate .8 GPD/FT^2 ORIFICES Required Square Footage 450 FT^2 Total Number of Orifices 52 Designed Square Footage 456 FT^2 Diameter 3/16 IN. Percent Reduction Taken N/A Spacing 36 IN. O.C. Trench/Bed Width 36 INCHES MANIFOLD Trench/Bed Length 152 FEET Schedule/Class SCH. 40 Length/Size 1 FT. ELEVATION MEASUREMENTS Original Drainfield Area Slope 10%SLOPE Diameter 1.25" New Slope, If Altered SAME Preferred manifold configuration used? YES Depth of Excavation from Orig.Grade 10" UPSLOPE 2 TRANSPORT PIPE 6" DOWNSLOPE chedule/Class SCH. 40 Designed Vertical Seperation 24 INCHES ngth 75 Fr. Gravelless Chambers Required? NO Diameter 2 IN. Pump Required? YES DOSING AND PUMP CHAMBER PUMP/SIPHON SPECIFICATIONS Number of doses/day 6 DOSES/DAY Difference in Elevation Between Pump Shutoff and Uppermost Dose Quantity 60 GAL Orifice 24 FT Chamber Capacity 1000 GAL Uppermost Orifice IiHigher ❑ Lower than Pump Shutoff Pump Controls: Please check those required. Capacity @ Total Pressure Head 30.68 GPM ❑ Timer lapse Time Meter Mtvent Counter Calculated Total Pressure Head 25.2 FT If Timer: Pump on .Pump off 27.8/ Comments DESIGN FORM -PAGE TWO Assessor's Parcel Number: 22233.52-00013 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 S"Thrench/bed dimensions and critical "Septic tank 'Property Lines distances within layout R/Dralnfield cover 'Existing and proposed wells within W-D-Box[Valve box locations Reference depth from original grade and iooft.of property � "Septic tank/pump chamber locations restrictive� strata: 6trMeasurements to cuts,banks,and Ltl/Observation port location @/Lateral,trenchibed,top and bottom surface water and critical areas l ' Clean-out location 0 Curtain drain collector Location and orientation of curtain l 'Manifold placement 0 Sand augmentation drain and all absorption components l "Orifice placement Other Cross-section detail: Location and dimension of primary Lateral placement with distance to l3'Observation ports/clean-outs system and reserve area edge of bed OTHER INFORMATION 'Buildings Q'Audible/visual alarm referenced YES NO Direction of slope indicator p'Scale of drawing shown on scale bar l 0� Design staked out / Ltl Waterlines ❑ Ei Recorded Notices attached "Roads,easements,driveways,parking 0 &3 Waiver(s)attached R7 North arrow and scale drawing shown ., ❑�/Pump curve attached on scale bar `t 0 Gd Evaluation of failure Y Non-residential justification y' 51W]II o,� ROBERT H WrsW 0 Waste Strength ❑ l�Flow EXPIRES The undersigned designer must be notified by installer at time of installation? Gdces ONo nJi4\ Ztx Si nature 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: £2aL 10/ lO� Enviromental Health ecialists Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITIONS: I1"The design is stamped"Approved"by Mason County Public Health. GrThe Onsite Sewage Permit has not expired,the Permit Expiration Date is: /Of 2C7 ?Q[z �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. �pr,,ryy1< ror W f' •>a. v ^l ant i -- $ :;. P J,aQ l� r wt.,, t� 1�h''..ro.{r i?ra JE`�. k• qt a i`S� �P1�rr � Iy tl� ! n re � Ct�Je CY.� � 4 .... "�h}!TZ' y,a"""`y-,��..a 7 •+�'N ,e rh y Z�.�e r'T "• >^,u r'hyw,�r i �y b+y! 4 i a •+�µ 2, .,. 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Ot� wig r � t s: 4 -- Ia n rC�J�,. y !L0 r ....tY + t�,6 l,�T}.ablh f� s3� f�� r lF• att, P' w is r ya` \) i L ��T��J4�r5..bn a f Y� ,Tr f '�I�r .�It M ? . ... i�.,w�'...�✓:A" �:.. .� paJ'lk.1Qa"'ew SOs•S��..• '�'a 4 x'�1b fi r a'` JJ:.>1yr' u. hfiu.e•+ M L ,A . rl �Li J+2 Ll'�G'I �t 'P J 1. "tl Cl �:\a 0 // \ \ Ex PIRES \ POSSIBLE �j \ WELL 1 II // \ I I MpPpR0VED \ I \�S I I CIF LTH `\ \ XIST. I OCT 4 2.� 2009 \ \ WELL / \ / POSSIBLE / / \ // BUILDING / LOCATION /\ \ / \ / \ \ EXISTING \ \ SHARED GARAGE \\ \ DRIVEWAY \\ NOTES: \ ;OWN LIOP,�EQ,FD/F, `\\ ib0, /�Q�\JEFA MUST MAUNT_ ETBACIC F 'R \\ P5p�\p� ELMr,-°ER DDRAIIN \ / . / =AVW,/N PIONEER DIGGING INCUSTOMER: KIM MCFARLANE SCALE I DIGGING, 233-52-O0O13 TEST HOLE I TEST HOLE 2 SEPTIC DESIGNSLOT PLAN 16'-4-455'GS 1 I77"S ITCLS 16" " -34"GS 3083 E MASON BENSON KD. GRAPEVIEW,WA 9OBERT PAYSSE ROOTS-45" ROOTS-34" OFFICE-360-426-1803 FAX-360-427.2353ALEX PAYSSE / Vi TO / w 1 O, / I / / ExP ES // // MANIFOLD STD / T / \ I o, i col/� \ I � n�APPROVED� /i / 0 HFALTW �V OCT 2 6 ?009 \ X12 O \ OBSERVATION PORT • EXISTING GARAGE INC CUSTOMER: KIM MCFARLANE SCALE 1" PIONEER DIGGING, PARCEL k: 22233-52-00013 TEST HOLE!: TEST HOLE 2 SEPTIC DESIGNS DRAWING: PLOT PLAN 0-16 CU 0'-17"CU I 16"-45"GS 17"-34"GS I14 3083E MASON BENSON RD. CRAPEVIEW,WA 98546 DESIGNER ROBERT PAYSSE RCOTS-45" ROOTS-34" OFFICE-360-426-1803 FAX-360-427-2353 DRAWN BY: ALEX PAYSSE OBSERVATION PORT W/ICV BOX REMOVABLE CAP FINISHED GRADE I JI 1 I I m 0 1 1 I I FILTER FABRIC I p IGINALGRADE rn 0 �o �o 1.25" LATERAL I DRAINPOCK AP Mc p ol/ED 0C12 EgITH 2009 AP. ' N N1 36" I I I I I I I I 1 I I RESTRICTIVE LAYER y'. Mys EXPIRES INC CUSTOMER: KIM MCFARLANE SCALE WA PIONEER DIGGING, PARCEL# 22233-52-00013 TEST HOLE I: TEST HOLE 2 SEPTIC DESIGNS DRAWING: PLOT PLAN 16"4 55'0"44 CS I77 S "-344"(IS " GS 3083E MASON BENSON RD. CRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE ROOTS-45" ROOTS-34" OFFICE-3604264803 FAX-360427-2353 DRAWN BY: ALEX PAYSSE a ./a./a /a. ' i • h�•h j�a��•a��•l� �b�•a��la�j�lr j! � � r � � . ��r�r�N�r = _ _ _ r/j!a/1L, la/ !1. !a, !t/ !r,� ,� • • r�iiiai� iiS`iSisi aaaa I.i ji ai ai ai rHa �aj ia�Ha �aia � . ' .io NN ,1 uN'H�N'N [! a!j.l! .1! .! Via'j a!j .l! a!ootStstq 4% 4444 , Srs kS ks 4 ASr srSr _ • h,Sl• Sa. �alj�a� !' ��'•l's j•'jl • fl CCflu ' l'. l'. . !ai j!ar jl'i! l ! iI!I Z Q � Y J .•�j°" is O _ � ' w ,qpp o N Mcpu,�ROVF� oc C NF H IiCACT 2 dCT ::r 620 < � � z 09 S O Z w IIH t: r:: , , ww w II w w y. I ____ r o '`'Y' w V m S. N ______ � � 000 ft Ii _____ __ ____ Sp �' r :. . U9 o IN w" ifl J W j w F `Q~Q" U l.J M Z W a " k' VLL Z � a .z . 2 \ cl j r ± \ / ` \ d\ ~y \ J * < z ± f e � / \ / / \ ( [ ( b ® / #A pROV \ § __ b0 \ § e < & \ ® § in ± \ \ \ P \ / oP ca :E -4.J 9 2LU \ \ } P » Q LU N ) / / § \ a / ® U U �© } \ \\\ x \ % Di : z � 9@ < \ � ` / / � \\ / � � � EF33E EF OAT �N�af 2 „I 5� •Capacity ty 1ZQ GPM Heads to/>N5^LE]ey�j Discharge size +.',.. 2"female NPT .' •Power cord 10'or 20' �'tv.�.• "�,y'r,,, •Solids 3/4"maximum MATERIALS OF MATERIALS OF CONSTRUCTION CONSTRUCTION Stainless Steel Stainless Steel Engineered Comp site APPLICATIONS Engineered Composite Graywater pumping FEATURES & ENEFITS • •Septic Tanks Effluent FEATURES& BENEFITS APPLI IONS Lightweight •STEP Systems • Lightweight • Graywate umping •Corrosion re stant •Water transfer •Corrosion resistant •Septic Tank Effluent •Manual or tomatic •Manual or • STEP Systems operation PUMP MODELS automatic operation • Water transfer •Field repl ceable power EF33.1/3 hp,115 or 230 volt, • Field replaceable power cords 1-phase cords SPECIFICATION •Contin ous duty when fully EF50•1/2 hp,115 or 230 volt, •Continuous duty when fully 1/3 hp,115 or 230 vo subm rged 1-phase submerged 1-phase • Flui emp. Range: EF75 • 3/4 hp, 230 volt, • Fluid Temp.Range: •Capacity to 64 GPM 32° (0°C) min. 1-phase 32°F(0°C)min. YY�G • Heads to 27 feet 1 °F(40°C)max. EF100• 1 hp,230 volt, 104°F(40°C) max. 'Discharge size 1-1/2" ENCY LISTINGS 1-phase AGENCY LISTINGS female NPT UL Listed EF150•1-1/2 hp,230 volt, • Power Cord 10' 1-phase or 20' UL Listed 4 UL Listed to Canadian UL Listed to Canadian • Solids 3/4" maximum — safety standards SPECIFICATIONS safety standards 30 ER OR 100 CE' ...E ,. . E EF EF EF EF EF 7DH 339 60 TOH 15 100150 20 5 56 70 5 82 92 100 106 120 10 44 10 70 82 92 102 114 15 56 72 86 9{ 108 S IS 30 41 SO 20 40 60 ]6 88 102 20 16 25 12 46 66 80 94 xl , l.f 30 30 SB ]0 87 30 35 16 46 60 78 3 30 45 28 42 W 10 �"" 50 20 34 SO 26 42 0 10 20 30 40 SO 60 70 0 10 20 30 40 50 60 70 80 90 xx1m 120 60 ' 2034 U.S.GALLONS PER MINU)9 U.S.GNWNS PER MINUTE 65 25( !-" • PIONEER. DIGGING, INC. SEPTIC DESIGNS 11. o' b 3083 E MASON BENSON RD CRAPEVIEW, WA 985% OFFICE-360-426-1803 FAX -360-427-2353 e w EXPIRES DESIGNER NOTES FOR: PRESSURE SYSTEM 0 This system Will—Will Not require a.05 Fast ATU. (Circled one applies) 0 This Septic Design is not Valid unless stamped approved & signed by Mason County Health Department 0 Install Aquaworx control panel as per design if applicable. 0 Install risers to surface on septic tank(or ATU)and Pump tank as per design. H Install check valve& union in transport line within tank lid. 0 No curtain drains allowed within 10' of the upslope edge and 30' of the downslope edge of drainfield or reserve area. Unless verified through Mason County Health Department first. 0 No wells may be constructed within 106' of the drainfield and 50' of the septic/pump/ATU tanks. Unless verified through Mason County Health Department first. 8 All Materials and workmanship must meet County and State Regulations 0 Deviation from this design without prior written approval from the designer and Mason County Health Dept. will make this design null and void. 0 The prepared plot plan is not a survey; it is the owner's responsibility to verify property line locations, all easements,and encroachments prior to installation. Any discrepancies must be reported to the designer immediately. H This design is intended to meet State and local health dept. requirements that are related to the system being proposed. Any placement of proposed buildings or other non related items on these drawings may or may not meet local and or state requirements. It is the property owner's responsibility to determine what is acceptable to the various departments for non-related items. 0 Installers and homeowners be advised that if a porch is to be covered, and will need posts with footings to meet code, it is considered foundation and must meet proper setbacks for all septic components.P p po ents. 0 Install this system in dry weather. 0 Trench bottoms must be level. Always follow the contours of the slopes. 0 For protection of the drainfield, no traffic is allowed on top of the proposed drainfield areas. 0 Encroachment of house and/or driveway into drainfield areas may render this design and site unusable. 0 All roof drains and downspouts shall be directed away from drainfield areas.