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HomeMy WebLinkAboutSWG2006-01020 - SWG Inactive - 2/28/2007 MASON COUNTY DEPARTMENT OF HEALTH SERVICES February 28, 2007 Peninsula Septic Designs PO Box 1444 Gig Harbor WA 98335 RE: Design for JURGES ENT. Case No: SWG2006-01020 Parcel No: 121055144003 Your design for the above referenced parcel has been reviewed and is NOT APPROVED. It does not meet the requirements or needs additional information. Please see the comments section of this letter for more information. Please call me at (360) 427-9670, ext. 279 if you have any questions. Sincerely, Amanda Reynolds Environmental Health Mason County Health Services COMMENTS: Brad, I need the easments to cross lot lines and place the drainfield on a separate parcel. Each lot will also need a notice to title for operation and maintenance. 2/28/2007 1 of 1 SWG2006-01020 7234-Z ONSITE SEWAGE SYSTEM DESIGN APPLICATION MASON COUNTY DEPARTMENT m D Official use only = CA OF HEALTH SERVICES _C p i a PERMIT NUMBER: SWG s'�(' al 426 W. CEDAR STREET l w p PO BOX 1666 DATE RECEIVED: I —� SHELTON,WA 98584 CC' ° to (360)427-9670, Ext. 352 RECEIPT NUMBER: Z _ Co m APPLICANT �r DATE .� 1/ CHECK APPLICABLE ITEMS 3 cl) �U1i2C —(. 5 ) }Z, ), �.11�, 1 NEW SYSTEM 0 MAICTNG ADDRESS DAYTIME PHONE El REPAIR SYSTEM CO )vU r\J N'1--4 C2 1 • 070 3-7-7 ,Cr2.�.4 ❑TABLE 6 REPAIR c m CIT�j STAT ZIP J 0 SINGLE FAMILY n (i v" n r v )l.� \ 7S3 f 0 ❑ OTHER Please describeSITE ADDRESS1 /� W� ��'f It DRINKING WATER SOURCE ION 3 NAM F DESIGNER PHONE NUMBER IDPRIVATE INDIVIDUAL WELL I m n_ ^ ��_ ( i� �5�� ,`- 1 Zl'13 ❑ PRIVATE TWO-PARTY WELL 0 NAME OF INSTALLER -__AAlE"COMMUNITY/PUBLIC WATER SYSTEM N .I SYSTEM WFI#: 0• IN NUMBER OF LOT SIZE: ACRES FT X FT BEDROOMS •—L) 1 00 60 `A .3- S SYSTEM NAME: I h SPECIFIC DIRECTIONS OR LOCATING SITE �� � U J;�, � q�� 14vJ ! Ir1 I-\v�, 3uri� �r SLt "1 —"CAT I I" lW c1,o 4d To 8J uw�� S i rJ — l)j ? 1 0� A t u AT .--1Z-tj Ica S S . ,nee3) o (J 16 r2, ( Ik This application is for design approval only. I An installation permit will be required to install the system. I • All systems require ongoing Operation and Maintenance as specified in Mason County Onsite Standards. I I I • All onsite sewage systems must be designed by a Licensed Onsite Wastewater Designer or Professional Engineer,unless prior —4= r. approval is granted. O • A Mason County Certified Installer must install all onsite sewage systems, unless prior approval is granted. h • Onsite sewage system design approval does not imply other building site approvals. t�; l , I C • Any change from the specified use of the property or any site alteration affecting the system design may invalidate this permit. "f.J • This permit expires 3 years from the date of site review. Denial of this permit may be appealed to the Health Officer within 10 days of 1 I I denial date. _ Official use only below this line SOIL LOGS •.\ ,. COMMENTS/CONDITIONS .7-4 \k p •-2CJ� C-5L C •— Z5 C-,52_ 01/I-i C --icy SOIL TEXTURE CODES: V =very G=gravelly S=sand L—loam Si=silt C=clay E=extremely gC1.2EMR SI A E DATE / DESIGN APPROVED BY DATE DESIGN EXPIRATION DATE r 1/.366`7 JC)•-\1 , Zv1O Revised 2/23/2005 White Copy—Health Department Yellow Copy—Designer Pink Copy-Applicant • `DESIGN FORM-PAGE ONE 7'z 4 -L_ 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. ICI:. ,ram s" � Permit Number: SWG Designer's Name: ftAO 1.%r 3- Applicant's Name: > T (../sr r Designer's Phone Number: z-53) 5)- 3 Mailing Address: 20 ."1 1 IJ'1 - Designer's Address: 60X, \1.4 City State Zip City State Zip Assessor's Parcel Number: ' 2- ! G S - 5 ( — /q 00 i :tv Treatment Device ❑ GlendonGl Biofilter ❑ Sand Filter I' I 0 ound�� ��❑ Sand Lined Drainfield ❑ Recirculating Filter,Type: Aerobic Unit Make/Model luL�r �L�—SOid'Disinfection Unit Make/Model Other: Drainfield Type _-- ❑ Gravity 0 Pressure 0 Trench 0 Bed eSub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class pc-ip fyi Daily Flow ,2>60 gpd Length 4S ft Septic Tank Capacity I 1 )25 gal Diameter YZ, in Receiving Soil Type(1-6) it Number 1. p Receiving Soil Appl.Rate „ 60 gpd/ft Separation Z ft Required Square Footage 460 ft2 Orifices ,,1 ,--Yy4� Designed Square Footage Q ft2 Total Number of Orifices 6CD Percent Reduction Taken % Diameter - in Trench/Bed Width ft Spacing 12 in -- Trench/Bed Length ft Manifold Elevation Measurements Schedule/Class 40 Original Drainfield Area Slope % Length 2— ft •New Slope,If Altered /� Q/o ' Diameter 3/4- in Depth of Excavation (Up-slope) 14 in Preferred manifold configuration used CIMbell No from final Grade__ (Down-slope)_•_•_ .l„ in Transport Pipe Designed Vertical Separation I it -t- in Schedule/Class 40 Gravelless Chambers Required? 0 Yes 0 No 0 Optional Length Z D ft Pump Required? A Yes 0 No Diameter 1 1--t in Pump/Siphon Specifications Dosing and Pump Chamber Difference in Elevation Between Pump uto Sh and Uppermost Number of doses/day J 2. Orifice (0 Ft Dose quantity SC) gal Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Chamber Capacity 11400 gal Capacity @ Total Pressure Head w i SZ gpm Pump co tr Is: Timer(or)E� }ap e Time ter,�Ci cle ifrequ red Calculated Total Pressure Head I W t4Lurn, ft if Time : on UI`-' r Pump off -- Comments F DESIGN FORM—PAGE TWO Assessor's Parcel Number: Permit Number: SWG Soled Plot Plan Scal Layout Sketch Cross-Section Sketch "led hole locations Drainfield orientation and layout Reference depth Ld oil logsp from original grade: g 0 Trench/bed dimensions and septic tank operty lines critical distances within layout 0 Drainfield cover Existing and proposed wells ❑ -Box/Valve box locations vw Reference depth from original grade thin 100 ft of property Septic tank/pump chamber and restrictive strata: Measurements to cuts, banks, and locations surface water and critical areas 0 Observation port location 0 Laterals, trench bed, top and bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption ErManifold placement 0 Sand augmentation reimponents di 0 Orifice placement Other cross-section detail: Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information ❑ ildings 0 udible/visual alarm referenced Yes No L�J irection of slope indicator Scale of drawing shown on scale 0 [ Design staked out L�J Waterlines bar f0 0 Recorded Notices attached E Roads, easements, driveways, ❑ . 0 Waiver(s) attached (arking Di 0 Pump curve attached North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑ Flow The undersigned designer 0 does , uirement to be notified by the installer at time of installation. YL—D(o Signs signer Date The undersigned has reviewed this design on behalf of Mason County Department of Health Services and determined it to be in compliance with state and local on-site regulations: Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER Mt,FOLLOWING CONDITION: ✓ The design is stamped "Approved"by Mason County Department of Health Services. ✓ 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 Department of Health Services. An Installation Permit is required. Revision Date:2/23/06 grow s . Interim Recommended Standards and Guidance for Subiurface Drip Systems Effective Date January 15, 2002 Table 2 Primary Drip Design Parameters (residential applications)1 Minimum Pretreatment Pretreatment to 10/10 BOD/TSS # Soil Bedrooms Type 112,2A 2B I 3 4 5 6 12,2A 2B 3 (4') 5 6 Minimum number emitters required Minimum number emitters required 2 240 240 1 300 300 I 400 1 900 240 240 300 300 400 900 _ 3 300 360 450 450 600 1350 300 360 450 ei 600 1350 4 400 480 600 600 I 800 1800 400 480 600 600 800 1800 5 500 600 750 750 1000 2250 500 600 750 750 1000 2250 # Dripline required at minimum Dripline required at minimum Bedrooms emitter s acing It) emitter spacing(ft) 2 240 240 300 300 400 900 120 120 300 300 400 900 F4 3 300 360 450 450 600 1350 150 180 450 600 1350 • 4 400 480 600 600 800 1800 200 240 600 600 800 1800 5 500 600 750 750 1000 2250 250 300 750 750 1000 2250 Minimum emitter spacing(ft) Minimum emitter spacing(ft) 1 1 1 1 1 1 0.5 0.5 1 Cip 1 1 Minimum dripline spacing(ft)3 Minimum dripline spacing(ft)3 1 1 1.5 2 2 2 1 1 1 1.5 1.5 2 # Bedrooms Minimum dripfield area(ft2)4 Minimum dri7field area (ft2)4 2 240 240 450 600 800 1800 120 120 300 450 600 1800 3 300 360 675 900 1200 2700 150 180 450 675 900 2700 4 400 480 900 1200 1600 3600 200 240 600 900 1200 3600 5 500 600 1125 1500 2000 4500 250 300 750 1125 1500 4500 Minimum number of doses per day Minimum number of doses per day _-12--__-12-- --12- —12 1 12 12 -12--- -12_. 12 -12-- .-12_ _..12__. . .- Minimum number of distribution zones Minimum number distribution zones 1 1 1 1 1 2 1 1 1 1 1 2 Soil Type 12,2A 2B 3 4 5 6 12,2A 2B 3 4 5 6 Values in this table were developed for statewide application and are considered conservative. The local health officer may require additional emitters or greater spacing(area) if soils are compacted or cemented,if soil structure is poor,for sensitive sites or in areas of special concern. 2Drip trenches/beds in"Type 1A"soils must be filled with a minimum 2 feet of ASTM C-33 sand below the dripline 4 ' ) and 6 inches(8-10 inches if frost is a concern)above the dripline. Minimum sand depth may be reduced to 1 foot below dripline if pretreatment meets Treatment Standard 2 (all three parameters). For Type 1B soil,use values in the column corresponding to the soil type of the non-gravel soil component. 3Where slopes are >20%dripline spacing should be increased by one foot from the values outlined in this table 'Regardless of pretreatment and minimum(constructed) area requirements,permit applicants must set aside a total area for primary and reserve drainfield equal to twice the area requirements listed under"Minimum Pretreatment". Page 25 of 43 400 • - P1D1O1Z 230V-10 stage r 1 f ! t E�flaertt Pamps � , I r 1 1la NptolHp ! { 1 Single Phase,60 Hertz - • 1 t 1 1 i l 115/230Volt Cliiii 1 ` + - ! ! j , . Curve poi - • �- ( ` { fi350 1 It f � 1 d t -Ij i 814 AIRWAY AVENUE 1 t t f i 1 }16 } 1 1 j f SUTtllN. iON I a 1 } I i 47479 so,2 P1OO712.fit-8 stagef. 1 111 TELEPHONE ElfF 1 111 ' 1 I. � ' i { I i 1� 1 i t I j I 1 I ; FACSIMILE ! 1 1 ' . j 5411459-2884 ! i 1 11 f _ . , I i a° P1OO511.115V 6 sta!e i 1i 1 1 - • I I- ► 229-6 stage 1 1 1 I I I ( i II. S m I i I i i ! i I C I F- 0• 1 I,- co t 1 I� f I t i I, i • { I t tli _ i • ! 1 ! ! l r , 1 i 1 al I '' I #II . -I It t o 1 ,i 1] f I I I I 1 ii 1 1 1 + 50 I t i ! ' i • P100311.115V-3 stage r ' j EiT gage i i Trickling niter Applicatiioa 1 1 t I 1 ! I 1 t t 1 I i_ i 100 t t ! _ , 1 _ 4 . 1 . 1 — 1 11 il , is 1 , . I 1 I . � ti ) i i i i - 1 l ' Refer to Price List Page 6 1 1 ' P1OO511,1 -6stage P1 OO5 Z 230W-6 stage w/1pi'Row Controller k 0 %k... 0 2 4 6 8 10 12 Era-Pu—Pc-1 Net Discharge, GPM Art.12 S'97 Drip Line Summary Sheet Residential Design, Table 5 Soil Type 4 Bedrooms Install a vacuum relief valve in each distribution sector.A distribution sector is that length of drip tube beginning at the supply line/manifold and ending at the flush line/manifold. j0 emitters needed- use Geoflow Wastewater PC WFPC 16-2-12 `S emmitters @ 0.53 gph= le gph o1 S, gpm. (4 Dose settings 12 doses per day,448 g/dose. Drip Line at 24"separation, emitters at 12"spacing(primary). \ / Manual back flush of spin filter and drip lines. `/ (- Bleed 1 psi through spin filter and 1 -5 psi through flush valve. (3 — uPP§V LKlE._ (1-4LL----14. --;64,3(..4. 3 ;J (_ lL k ,i)(..--____ IA 45 C . 1.1 C l'i i All vacuum relief valves and head works must be housed in valve boxes to surface grade. a C)) 4 5 LIF (2/Z)L DA 1 pl�,..)E-::C3-) C) ) -7--o/E- . WORKSHEET: -- 'WORKSHEET: To calculate the area required for your drip dispersal system you must know: 1. the quantity of effluent to be disposed of(in gallons per day) and 2. the soil acceptance rate (i.e. gallons per day per square foot). Make a sketch of the dispersal area with contour lines. WORKSHEET 1 - DISPERSAL FIELD DESIGN FOR SINGLE ZONE SYSTEM z • - -x_.*:*,t.`_'J Y••:y ,eX •`c.:f 4 t+•.4 f..0 ✓Y - .'S"-xF '+. �. _ .4i'-.. .ux+a .•-.e1o+tnau-'.=arvs .cv.'[a!,�1^ sscs A) Quantity of effluent to be dispersed per day 3 gpd B) Soil type or hydraulic loading rate Based on soil analysis loading rate(gal/sq.ft./day) C) Determine the total area required Refer to State or Local regulations. If none, refer to Table 1,page 8 and +OC _ square ft Divide gpd by loading rate. (A)/(Bii) D) Choose the spacing between each WASTEFLOW line and each Standard spacing is 2 ft. -1 WASTEFLOW emitter i) ft. between WASTEFLOW lines ii) ft.between... •- WASTEFLOW emitters E) How many linear feet of dripline in (Area/2 )for 2ft. line spacing. (C)/2.0 or the total area? (Area/1)for 1 ft. line spacing. (C)/1.0 or (Area/0.5)for 6" line spacing. (C)/0.5 4 o ft F) Calculate the number of emitters (Linear ft of dripline/2)for 2 ft emitter spacing. (E)/2 or ��-C (Linearft of dripline/1)for 1 ft emitter spacing. (E)/1 or < < ' 0 emitters (Linear ft of dripline/0.5)for 6"emitter spacing (E)/0.5 um II I � G) Choose pressure compensating or Classic See page 4 and Appendix 1,page 28 dripline I 1 I I WASTEFLOW Classic dripline or ii , (Nf-,6C- I c- 2 12 1N WASTEFLOW PC dripline iiii H) Determine dripfield pressure Standard pressure is 20 psi. psi • WASTEFLOW Classic systems need between 15 and 45 psi(34.7 and 104 ft.)at the start of the dripfield. f WASTEFLOW PC systems need between 10 and 45 psi (23.1 ft. to 104 ft.) at the start of the dripfield I) Determine feet of head required at dripfield Multiply pressure above by 2.31 to get head required. C E . `� ft of head (H)x 2.31 • J) What is the flow S 3 See WASTEFLOW flow rates in Appendix 1. rate per emitter? gph/emitter K) Determine total flow for the area Number of emitters multiplied by the emitter flow 2, rate at the design pressure. e, 5 2 gph Gph = (F)x(J) Gpm = gph/60 gpm L) Select pipe diameters for manifolds and submains Based on total flow from (K) above, in gpm. 3/� See schedule 40 friction loss charts on page 44 inches Optimum velocity is between 2 and 5 ft.per second. — • M)Select size of Vortex filter or Based on total flow from (K)above, in gpm. See WASTEFLOW Headworks minimum and maximum flow requirements ,W Vortex filter or for each filter in Appendix 2. .7 Arm WASTEFLOW Headworks N) Sketch a layout of the WASTEFLOW See Maximum Length of Run table in Appendix I lines in the dispersal plot to make sure that the maximum lateral length of each WASTEFLOW line is not exceeded. j 14 Geoflow Design and Installation Manual orimosismillEMINIr • WORKSHEET 2 -SELECT PUMP 0) Minimum pump capacity i gpm From(K) above P) Header pipe size 3/4 inches From(L)above Q) Pressure loss in 100 ft. of pipe 2`0-7psi Refer to PVC charts on page 34. R) Friction head in 100 ft. of pipe ft. of head Multiply psi from (Q)above by 2.31 S) Static head t i) Height from pump to tank outlet. if ft. Number of ft. ii) Elevation increase or decrease 1 0 t ft. Height changes from pump to dripfield T) Total static head 4 ft. Add(Si) + (Sii) U) Friction head t i) Equivalent length of fittings 2- ft. Estimate loss thmughfittings-usually .. / inconsequential for small systems. ii) Distance from pump to field. tips ft. Measure length of sub-main iii) Total equivalent length of pipe. �p2Z ft. Add(Ui) + (Uii) 1 0 iv) Total effective feet. 431 54 ft. (Uiii)/100 x (R) v) Head required at dripfield SO ft. See line(I)in Worksheet 1 above. vi) Head loss through filter or Headworks )3 ft. See pressure loss for filters in Appendix 2 or see pressure loss for • Headworks box in Appendix 7. Multiply pressure by 2.31 to get head loss. vii) Head loss through zone valves ft. See pressure loss in Appendix 4 for electric valves. For manual or index valves check with the manufacturer. Multiply pressure loss in psi by 2.31 to V- Minimum Total friction head I i k 5 get head loss. ft..Add(Uiv) + (Uv) +(Uvi)+ (Uvi) W)Minimum Total Dynamic Head I3 5-4 ft. Add(T) + (V)From line item(0)above X)Minimum pump capacity `-y};•P gpm NOTE: Some States and Counties require additional flow for flushing. Please check your local regulations. If you need help on flushing design, see Geoflow's flushing worksheet at www.geoflow.com or call Geoflow at 800-828-3388. Y)DChoose the pump. Based on pressure from line (W)above r 1 oo 5) ) Model Number and flow from line(X)above. 0. 101- $-tiC Manufacturer January 2004 v. II 15 MIN -,111111MIIM h h ti) "ZZI k:), /so .4 p E___ ~, kx-i h:i ,,' n) 0. e8 ► oti) II N � g 9 n3 4 1 II II R a 01 % --.1 -A....1 -4.1c,„ iVi. 0 Ulm' - U1 '~ • � D O m m m �\ Lj �1 < Z 7_ p rn n Z ^, yD rnZ Z rn n z g „\ m , n A/ a rn m H • Pi y m r S . 5 • \\\\\\N 7 03 O v W � � � lD C"a ,487 _ ,7 9 S`87 `i -OW 'S-. -- --- - KY S- C t VI s o . ' ire/.. -F, • • 13 v) (") .C,.....j,- r 0 12' ROAD do UT1L. ESM'T. 8o 60. r�^ O m — o,rd irn o 4. 46 M - IL r ' pt aHI!II U cK x t'I � dam ��A °,t -1G). �N ni fp ... z �n i 6- F:i a`. • O 2p } z " . 'ca o1V b nN r Z07 0Z �V N v ' ?:,--, C..1k f O i �' ECAra NOm ny2 Oerr v :•rnw r . �:v rr �. ;> .C7 O p V7u) ). 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