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HomeMy WebLinkAboutSWG2006-01019 PERMIT DENIED - SWG Inactive - 12/27/2006 r. '7z3+3 ONSITE SEWAGE SYSTEM DESIGN APPLICATION MASON COUNTY DEPARTMENT Official use only = y OF HEALTH SERVICES q � m 426 W. CEDAR STREET PERMIT NUMBER: SWG cQ —6 ( ( Z.a Co —COO BOX 1666 DATE RECEIVED: ( / —�� `�L/ y O SHELTON, WA 98584 O N (360)427-9670, Ext. 352 RECEIPT NUMBER: �Z Z f Co m APPLICANT —�` DATES CHECK APPLICABLE ITEMS 3 m — 1 G �J 2—' CJ�6 Q NEW SYSTEM MAILING ADDRESS \ , DAYTIME PHONE 0 REPAIR SYSTEM a 2-0 P�t rT ) LP • C, ) 3T-- 02-74 0 TABLE 6 REPAIR CITY STATE ZIP 0 SINGLE FAMILY n ft y�56 V( � 61g j iit) ❑ OTHER Please describe m SITE ADDRESS Z DRINKING WATER SOURCE NA OF DESIGNER PHONE NUMBER CI PRIVATE INDIVIDUAL WELL ICm3 ',B/W) '. @3) ' ,-'2_flE ❑ PRIVATE TWO-PARTY WELLv — - COMMUNITY/PUBLIC WATER I NAME OF INSTALLER SYSTEM y SYSTEM WFI#: O Y NUMBER OF i LOT SIZE: ACRES FT X_FT 0 BEDROOMS , I 'Z-d i i (f U (pC� �( >ZZ— SYSTEM NAME: 1 SPECIFIC DIRECTIONS FOR LOCATING SITE 1--\Lol 3 tO or-o.) co-. s►-) ..L_ in f. - 3 ET ~J.,a 64141 I P 1 6 To L - -13-4-j _ W V - viJ PC\-‘,.)C-z_ t 1W Ivy 2- f9i ( OF ,f3 `31C-J i - NW* cci. 1L. This application is for design approval only. 1� I— An installation permit will be required to install the system. • All systems require ongoing Operation and Maintenance as specified in Mason County Onsite Standards. I • All onsite sewage systems must be designed by a Licensed Onsite Wastewater Designer or Professional Engineer,unless prior r 1 approval is granted. O • A Mason County Certified Installer must install all onsite sewage systems,unless prior approval is granted. 0 • Onsite sewage system design approval does not imply other building site approvals. ( kl 1• Any change from the specified use of the property or any site alteration affecting the system design may invalidate this permit. 0 • 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 NI denial date. Official use only below this line SOIL LOGS COMMENTS/CONDITIONS O -- 2`7 C6)_. 0 -- z3 ZS ZI A-2— ;A 2- 3 - m6-A l\e.A. SOIL TEXTURE CODES: V =very G=gravelly S=sand L—loam Si=silt C=clay E=extremely IN CTOR SIGNATURE DATE DESIGN APPROVED BY DATE DESIGN EXPIRATION DATE a / eek g7idt d `U`1 Ta.v. , 7(i. LC Revised 2/23/2005 White Copy-Health Department Yellow Copy-Designer Pink Copy-Applicant DESIGN FORM-PAGE ONE 7 4 — -3 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. Permit Number: SWG Designer's Name: 'B( 1 fl3 Applicant's Name: :TUsrC -S .'1_ Designer's Phone Number: 2-5.3)E5S)- zj'E Mailing Address: ZOO �'^-wrfy*1 t - Designer's Address: 0 IO7C. \'F • City State Zip City State Zip Assessor's Parcel Number: I Z/ O S -- 5 / lio( C Se9,s-satl (9tvr- 9Y<xe.1�i�ta�L4`C, a y ;': C w . ti < t 4.Est` ' :4 5.yfi � ;l;,�P � I-�`i `c (, - �...�'Y r Y'� ti ��„ '� 9,,7-* '�{,-k tcr� � S,}�zeve-we�r� 's:r � a .I._. .2. �j .,.. . . Y i�i,at..rx-. � � w ,t�+ . M.... Treatment Device ❑ Glendon Biofilter 0 Sand Filter 0 ound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: Q Aerobic Unit Make/Model L►7►'FLO*72— O'Disinfcction Unit Make/Model Other: Drainfield Type ❑ Gravity 0 Pressure 0 Trench 0 Bed etrSub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms . Schedule/Class (pf(IP SYS Daily Flow ,2,6O gpd Length 4-S ft Septic Tank Capacity 1 1 )25 gal Diameter Y2 , in Receiving Soil Type(1-6) Number t Q Receiving Soil Appl. Rate . 6l gpd/ft2 Separation 2 ft Required Square Footage 450 ft2 Orifices ,,%i'}'J�—rf) Designed Square Footage o ft2 Total Number of Orifices .5c..D Percent Reduction Taken °/u Diameter - - in Trench/Bed Width ft Spacing ( Z- in Trench/Bed Length ft Manifold Elevation Measurements Schedule/Class 40 Original Drainfield Area Slope % Length Z. ft New Slope,If Altered �j % ' Diameter 3'A- in Depth of Excavation (Up-slope) 14 in Preferred manifold configuration used �• ' ■ No from_Original Grade.. ---mown-slope) f3 in -—Trails-Ott Pipe-- Designed Vertical Separation 18" -- in Schedule/Class 40 Gravelless Chambers Required? 0 Yes 0 No 0 Optional Length DLO ft Pump Required? l Yes ❑ No Diameter )t: in Pump/Siphon Specifications Dosing and Pump Chamber Difference in Elevation Between Pump Shuto aiVUppermost Number of doses/day J Orifice VIEIP, (1, Ft Dose quantity SC) gal Uppermost Orifice ❑ Higher 0 Lower than Pump Shutoff Chamber Capacity I'Leo gal 0 Capacity @ Total Pressure HeadA___‘__$ gpm Pump co tr ls: Timer(or)Elam en a ter Circle if�u,�red Calculated Total Pressure Head 1'jIA ft If Time : um on 1.1 ,Pump off C�Ot� 'a� Comments a i DESIGN FORM—PAGE TWO Assessor's Parcel Number:j Z)b 5 — S 1 _ 41t0 5 Permit Number: SWG .,Y u'S -` 4• r h : .[`1 -i �`X ,7•r° r_ E � v Fx i i " E^ 6-. € 1 f a,., a "'4 •. ,i 2 ..: ;f ♦• - t:, tg, -<,,; ... ',.x:..!`s'' +c +y,. •x:",e• a' ,t �. ,A..04^•':r°°'_ r� ,? } J ., s tx "'as..'��rr� x .-�- _ f. 'y, Sca11ed Plot Plan Scald Layout Sketch Cross-Section Sketch est hole locations Drainfield orientation and layout Reference depth from original grade: ,Soil logs 0 Trench/bed dimensions and laeptic tank �/ opert y lines critical distances within layout 0 Drainfield cover Existing and proposed wells �❑ -Box/Valve box locations Reference depth from original grade zwfthin 100 ft of property KI Septic tank/pump chamber and restrictive strata: Di Measurements to cuts, banks,and locations 0 Laterals,trench/bed,top and surface water and critical areas 0 Observation port location bottom 0 Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption Manifold placement 0 Sand augmentation mponents 0 Orifice placement Other cross-section detail: le Location and dimension of 0 ❑ Lateral placement with distanceObservation ports/clean-outs primary system and reserve area to edge of bed CI Other Information 0 udible/visual alarm referenced Yes No ection of slope indicator Scale of drawing shown on scale 0 0 Design staked out Waterlines bar 0 0 Recorded Notices attached Roads,easements,driveways, ❑J 0 Waiver(s)attached arlcing G 0 Pump curve attached North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑Flow The undersigned designer 0 does uirement to be notified by the installer at time of installation. �?i0�o Signa igner 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: II Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE 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 Interim Recommended Standards and Guidance for Subsurface Drip Systems • Effective Date January 15, 2002 Table 2 Primary Drip Design Parameters (residential applications)' Minimum Pretreatment Pretreatment to 10/10 BOD/TSS # Soil 12,2A 2B 3 4 5 6 12,2A 2B 3C.) 5 6 - Bedrooms Type Minimum number emitters required Minimum number emitters required 2 240 240 300 300 I 400 900 240 240 300 ,..—„..„300 400 900 3 300 360 450 450 1600 1350 300 360 450 ' / 600 1350 4 400 480 600 600 800 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 spacing(ft) emitter spacing(ft) 2 240 240 300 300 400 900 120 120 300 300 400 900 3 300 360 450 450 600 1350 150 180 450 50 600 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 (7) 1 1 I Minimum dripline spacing(ft)3 Minimum dripline, acing(ft)3 1 1 1.5 2 2 2 1 1 1 1.5 1.5 2 Bedrooms Minimum dripfield area(ft2)4 Minimum drilfield 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 I 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 0 TyPoie 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 0 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 0 • ' 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 4 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". 1 Page 25 of 43 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. yemitters needed-use Geoflow Wastewater PC WFPC 16-2-12 4 150 emmitters @ 0.53 gph=238Sgph or if gpm. Dose settings 12 doses per day,0 g/dose. Drip Line at 24"separation, emitters at 12"spacing(primary). \ / Manual back flush of spin filter and drip lines. `��C-LA-J`P'\ Bleed 1 psi through spin filter and 1 -5 psi through flush valve. ( r — 5 Qp/ L..(Nle_ (1-4 L 1-----l' ------ 175:1 7.)4: Il LL 1 ,i) (1_, 2-f5t LA -1-5 C 11 All vacuum relief valves and head works must be housed in valve boxes to surface grade. Cl/ 0) 4- 3LiF CV 1p��,et.3] C ) ZC.)/E- �'�___gimming Effluent Pumps ��/ .�1 1C3 Hp to 1 Hp ogle Phase,60 Hertz oNato �' 'AIR 115/230 Volt i j } � i Cei Curve pc1 } 1 ' Orem°sins' 35 , I Incorporated 814AIfiWAYAVENUE • I I- 1 _ I i } = ERUN.o> oN } i . I I l i 1 974789212 P100712,230V-8 stage I I ' ! ? I I I I I I i = TELEPHONE. 300 '\ i I } 411459+449 III • i 1 ; 1 i. f a�)a zaea 1I IIIi . i 1 i 250 P100511,115V 6 . ,a .. i I ii 1-!Stage i 4 1 1 i = ..44111111`-iiiii, I . It CD 1 1111k. 1 I 1 ' 1 , Ilk, 1 } ! } 0 SiLHULiihk... 16, lik '• I "gm,7,-3 . a 1i { l ..:, 15° i 1,1,.,,,,„, _ __....., I �� P100311.115Y 3 stage Trickling Biter Application 11111111111101111111111110,„,,r, h ono.- limusimmommoisriniammiMmows smimmonsz=muvirmitimmirumI ris IIP IIIIII1UNIIIII ., _10.11111111111111MIIIIMIIIIIIIIIIIIII Hofer to Price List Page 6 111111111111111ran 50 iiii1IIIIIIIIIIIIPIiI'I"h" IIIIIII/IIIIISIl•>IIIIII5MI1•IIIIIIIIIIII1•IIII ifs � ���ti��t•f1�11O� 'Dumyat � irraj • s s . fill 11M1 i�= 1101111111111111111 %taw 0 Z 4 6 8 10 72 ETD-PU-PC-1 R�y.12 SW Net Discharge, GPM s 1 t C i WORKSHEET: i. 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 ' �- -^c, l 'r3. w ,? u^= ''_ 'x- �ti «i..•y .- sr s. 3 ,�t•, x _..,r• 'i `�-_ .., lx.J..y,,. •t` '�'Z ••.. .v F-. :.xs.."•. '�'` .9•• �': 4. J t - r a � 4- A) Quantity of effluent to be dispersed per day S6C) gpd B) Soil type or hydraulic loading rate Based on soil analysis Jr:gv loading rate(gal/sq.ftiday) C) Determine the total area required Refer to State or Local regulations. If none, refer to Table 1,page 8 and (3' 00 square ft Divide gpd by loading rate. (A)/(Bii) D)=Choose the spacing between each WASTEFLOW line and each Standard spacing is 2 ft. WASTEFLOW emitter i) 2 ft.`between WASTEFLOW lines ii) ft.between ff 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 I ft. line spacing. (C)/1.0 or (Area/0.5)for 6" line spacing. (C)/0.5 41-5 ft F) Calculate the number of emitters (Linearft.of dripline/2)for 2 ft emitter spacing. (E)/2 or 45O (Linearft of drpline/1)for I ft emitter spacing. (E)/1 or emitters (Linearft ofdripline/0.5)for 6°emitter spacing(E)/0.5 i II G) Choose pressure compensating or Classic See page 4 and Appendix 1,page 28 dripline II n WASTEFLOW Classic dripline or • I WIPE I (p-2--K2 WASTEFLOW PC dripline H) Determine dripfield pressure Standard pressure is 20 psi. 2S psi • . WASTEFLOW Classic systems need between 15 and 45 psi(34.7 and 104 ft.)at the start of the dripfield. 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. 56 ft. of head (H)x 2.31 J) What is the flow See WASTEFLOW flow rates in Appendix 1. rate per emitter? ' S3 gph/emitter K) Determine total flow for the area Number of emitters multiplied by the emitter flow rate at the design pressure. • gph Gph = (F)x(J) Gpm =gph/60 r7Sgpm 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 Vortex filter or for each filter in Appendix 2. WASTEFLOW Headworks N) Sketch a layout of the WASTEFLOW See Maximum Length of Run table in Appendix 1 lines in the dispersal plot to make sure that the maximum lateral length of each WASTEFLOW line is not exceeded. 14 r..conflr,m ,.__.._I • WORKSHEET 2-SELECT PUMP • ��• _ �'"���..:y � aT.�. ����h_q ah 7« �e,.�� �yg� yam. ia�.+T.j�,v�;.ue.�...'�a c_�y,y .aai.4. ��`'_i��-h ,.,,. ..,' g :t Tl�.'T ,!;?S!:piv '..-,+L;••;'" -'?�FSi�.: 217d6 a"S°gAtgi y 'M^4. ,-;: :5=•% Y6'. ! „rc►i' :.S„ 0) Minimum pump capacity 2 gpm From (K)above P) Header pipe size 3/4- inches From (L)above Q) Pressure loss in 100 ft. of pipe 2` pstefi i 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 i) Height from pump to tank outlet. ft. Number of ft. ii) Elevation increase or decrease )4‘5 ft. Height changes from pump to dripfield T) Total static head I S ft. Add(Si) + (Sii) 1 U) Friction head i) Equivalent length of fittings ft. Estimate loss through fittings-usually inconsequential for small systems. ii) Distance from pump to field. (70 2C) ft. Measure length of sub-main . iii) Total equivalent length of pipe. (02Zft. Add(Ui) + (Uii) .., iv) Total effective feet. s 1• ft. (Uiii)/100 x (R) dripfield 5O v) Head required at p ft. See line(I) in Worksheet 1 above. vi) Head loss through filter or Headworks I 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 get head loss. V) Minimum Total friction head } ►git ft..Add(Uiv) + (Uv) + (Uvi) + (Uvii) - W)Minimum Total Dynamic Head )33 `0* ft. Add(T) + (V)From line item(0)above X)Minimum pump capacity 4f 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) oose the pump. Based on pressure,from line(W)above 10 OS-1 t) Model Number and flow from line (X)above. • (LI0a.k.k..C) Manufacturer • January 2004 v. II 15 N r 4 ...., .2 C ma b y , > _c:). .K � TDI y m p rn " 'r < Z Z pr7;1C -. � `y nrn m < ``y rn \Z � mCOm zNt �i -i� m II II II II j •.,. ., , mm �m vi-, m m ` 1i �.. ...\,.� DmrnZ r ZD •y � rn --- \,,,,,, tn CI tm \ \% NNN\\\ ill 4 / w ._, ,.� \ , . v v II co 7:90 N N_ o�8> - S. m N \ ......,....... -.45s 13... .—d tiZ4i1 iCI! 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