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HomeMy WebLinkAboutBLD2006-00031 Downspout Infiltration Design and Sketches - BLD Engineering / Geo-tech Reports - 4/6/2006 t McMenamin Engineering Consultants Inc• DENNIS M. MCMENAMIN, P.E. April 6, 2006 Residence ( 2482 s.f. Downspout Infiltration Design and Sketches Mason County Site Address: 34 C NE Riverside Place Belfair, Wa. 98528 Owner: Jennifer Mayer 360 830 4989 Builder: Bear Creek Builders P.O. Box 249 Seabeck, WA 98380df'"' 360 277 3169 erg J 2276 &PFW STRUCTURAL LAND PLANNING P.O. Box 2525 Silverdale, WA 98383 (360) 692-5500 ME m AIM ■■■ ■■■ u■ ; ICI■ ■ ■ ■ ■ 0 .r�■■*�i►,IN ■ ■■■I FAMSMAIMME ESA I om■■■■ M■� ■■■ ■��1M I Il.M■■■ ■■■■■ ■■ii7 �wHal ■MM ■, . MR I I w►F!■■■� � ■ M m "21 m M M INS' or ■■■W HIS ■■■ P■ , ■ 4i■ III MEN■■wn 11111161 0 ■C.M■M■ M�!MlrM _... .�.�..,. 7SEEM■M■■■, ME ■■■■■ ■■ �m Nm■m tieI■I■■■v■■1 11011MIS M■lCf■■■� .�aimmimmaI■I■■■Ili■■sm ImUms ONE No MEMO NNE ■■ ■■M Ms.. SIZE ■■■R ■"Vi ©■■■vll . iii�ii■ ■■■ii■■■■ �[I N � 1I■ �W i(�M■M ■■■v■■■ MI I M�7■MI �..,�■■■■■■■Mull■©IM■■M■■11 AM\ 1�■ I■M■■■ i11■■■■I11■■ ■ ■M■■■ ■M■M `INMM■M■■■til I■■■mil MEMMMMMMMMlMb11MMm M will MEN ■ ■■M■■■M■M■■■■■■■■■■■ iwiii■■t��l■ 0■ ■ ■■M■■MM ■ r' ■ IMEMISIME No ■ ■■■■■■■ ■■l�s�� � --- ■ ■■��■■■■■�■■�■■■■■�'1�1■■■SOME■■ ■■■■■ ■■■■■ 0il1r�■I■■■■■■■ ■■ ■ i■■ ■ ■►. ■■ No 0 ME III IN i ■■Mil:7 1_l+���=,+�fl■ ����I�■ ■ ■■I ■■Gil■ ■■ii�iiAS ■ ■■�■ ■■■�■ ■■ ■Sir■■ ■N �llrll■■ I■■■■��," i■�� ■I/■IN ism au iw 17,77, ■ ■ 1 1 ■ ■1■� 7A Xil/■ ■■■ ■i ■■ ■■ f�I N11■■III■■■■■■■i i� ■ �A■Oil to 0 3AP M cm ■ ■■1111■■■ ■■■L III�■� ■ 11i ■ III Now- OEM WAN No milli CINNEW am WE 0 III U No WIN ■ �� Q�11 wr /r■ ■■�■■ ■ ■I ■■1� IIi ■■■ ■■I ■■■■■■■I■■■■I ■11 /I11■■■■ ■■■■■■■I■■■ ■■ ■ ►■■■■It ■■■■I■■ N-SYTEM WAGE lyj fir, MASOkCOUNTY DEPARTMENT OF HEALTH SERVICES PERMIT NO. SWG C, 1 ;l y aCD 426 W. CED /P.O. BOX 1666/SHELTON, WA 98584. Date_ 1 -y rj 1 y. o PHONE (360) 427-9670 Receipt Amount ao• a nS O 5. z PROPERTY OWNER: DATE: W en _ _ CHECK APPLICABLE ITEMS `/ 3 T MAILING ADDRE S: ' DAYTIME PHONE: NEW SYSTEM X o 202 `,ieSt Pinehurst 6Iay 830-4989 REPAIR SYSTEM `I~ CITY: STATE: ZIP:-. TABLE 6REPAIR W rctmerton WA 98312 MAINTENANCE REVIEW F3 PROPERTY ADDRESS: SINGLE FAMILY x z .34 C Riverside Place Belfair, WA OTHER: 3 SPECIFIC DIFFJE TIONS FOR LOCATING$ITE: PRIVATE WELL Cr Front Belfair take the Old Selfair Hwy. Turn rt COMMUNITY WELL/PUBLIC SYSTEM I x unto lzlverside Place, follow to tile anti. bile SYSTEM WFI/ I-- sign is posted on site. SYSTEMNAMRiver Hill Div APPLICANT IN NAME SamI� Name of Lot 2 3 5 t ft,x 16 6 t ft. MAILING ADDRESS Installer unknown N Size: 0.5 9 t acres TELEPHONE q ` b Name of Bud Jones Number o TUBE, ti. Designer Bedrooms 3 `yY1Gcu OFFICIAL USE ONLY BELOW THIS UNt DEPARTMENTAL SOIL LOGS DEPARTMENTAL COMMENTS/CONDITIONS I C _m o I�0 �JJ W 301L TEXTURE CODES: i=Very G=gravelly S=sand L=loam Si=silt C=clay E=Extremely NSPECTOR(print name I�SYCTION SIGNAT RE /SAT PER IT EXPIRATION DATE =� \ c l� \LC. � �, 1 U`,`�� / .�(1101-1, dt.. �"/ C ,f/2r� All systems require ongoing Operation and Maintenance(08M)as specified in Mason County On-Site Standards. All on-site sewage systems must be designed by a Mason County Certified Designer or a Professional Engineer,unless prior approval is granted otherwise All on-site sewage systems must be installed by a Mason County Certified Installer,unless prior approval is granted otherwise.In such cases a preliminary on-site meeting between health department staff and the homeowner is required. On-site sewage system design approval does not imply other building site requirements(i.e.RLC,Water Adequacy)have been met. Any change from the specified use of the property or any site alteration affecting the system design may invalidate this permit. vaJr ; c<co frOr,i tip date ui stc iave:v. Dtr;i[r of this uennit rnav be appealed t0 the Health Ufh r vrittiui 10 U& s Gt Je;uai Jat >ESI N REVIEW PP �IAL BY: D TE: INSTALLATION APPROVED BY: DATE: TOP- Health Dent. Cnnv minnI F. nacinncr'c r.nnv Rr)TTOhA- Gnnlir-nnf'e (`nnv AGE ONE Revised February 18, 1W8 ewed when 3 copies of each aFVW foie IQ Items are submitted: n form that has been signed and dated • eketoh,tiowding ap applicable Kaman checklist n,Including ell applicable ttems on cheokft ♦ skatd.Mx*udkig all applicable Kama on checklist a'v = W04 X 'J N6 �JLn^ea ermit Number: SWG �5- S 7 Desipees Name: Bud Jones Desipe s PhoDe 1111: 3 6 0-8 3 0- 5 Jennifer Mayer Applicant's Name: AstetsCrs Paresl No.: 123201093343 Mailing Address: 202 West Pinehurst Way (Twdv*4) kNiunbc) Bremerton, WA 98312 SubdivWon: Lot C ` City Stan Zip DIGS • .4'.yy+ Treatment Device ❑ Glendon Biofilter ❑ Sand Filter ❑ Mound ❑ Sand Lined Drainfield ❑ Aerobic Unit-Mike/ModeL• — ❑Disinfodion Unit - Make/Model: DraInfield Type Q Bed ®Drainrock flCItrneh Gravelles Chambers SapWTanhiDraWeld Specifications 3 edule/Class F4� r _ 0 eDd Len th 1200 Diam er gal in S"IWO(1-6) 3 Numbe { M-M Aye 2 Rat . 8 W� Separatio l t4 450 W Orifices O n 5 0 e Total Number o Orifices Diameter 15 ft Spacing � MAWS Wation Measurements Manifold Schedule/Class Daii/IAwa>i W 1 4t % Length ft a «� 1141 °14 Diameter in 1 3 4 in Preferred Manifold Configurati sed? ❑ Yes ❑No t Odd Vattksl on 18 in Tran port ipe 3 6 (Down-slope) Schedule/Class in Length ft Diameter in Graveness Chambers Required? ❑ Yes ❑No Optional Pump Required? ❑ Yes :allo Do 1ng and Pump Cham r Number of Doses/ ay Pump/Siphon Specifications Dose Quantity al Difference i evation Between Pump Shutoff a ppermost Chamber Cap ity V,al Orifice: ft Pump Contr s: Timer(or) Elapse Time Meter(circl if required) If Tim : Pump On Pump Off Uppermost Orifice is❑ Hi wer than Pump Shutoff Capacity @ Total Pr re Head: 8Am Chec the following components if they drain between dos Calculated To ressure Head: Laterals ❑ Manifold ❑ Transport (Attach Pump Curve) l DESIGN FORM - PAGE TWO DESIGN CHECTS Scaled Plot Plan Scaled Layout Sketch Cross -Section Sket a—/T est hole locations G1 Drainfield orientation and layout Re erenced depth from original l3 roe lines "" g P rtY C3 Trench bed dimensions and critical Septic tank lid and drainfield cove tB Existing and proposed wells within istances within layout depth (00 ft of property lines ;13/D-Box)1­T"/­L" locations Critical distance measurements to cuts, Septic tank/pump chamber location Reference depth from original grade banks, and surface water Observation port location an restrictive strata: [[Location and orientation of curtain location Laterals,trench/bed top and bottom in and all absorption components ��lcan-out ,Manifold placement ��'Curtain drain eoUeetor ( on and dimension of primary Orifice �� �" Orifice p augm� system and reserve area O/Lateml placement,with distances to VEl/iuildings dge of bed Ot}Yer cross-section detalL• irection of slope indicator /�udible/visual alarm referenced Cif Observation ports and clean-outs C� aterlines CT Scale of drawing shown on scale bar C3 Roads/easements/driveways/ — __ Cross-section information for mound parking Layout itformation for mound system: s}s ein: �CNorth ritical resource lands(if applicable) � verall fill dillleasionsSettled cap depth at cet.tcr anal eel c of arrow and scale of drawing shown on scale bar Up-slope, dog{�tislope, and cndslope bed fill width 1 SidewalI slope 1�Up-slope and downsiope bed elevation AA ditional Information Design staked out Operation and Maintenance Notice Attached 21 Waiver(s)Attached d X ^Y.Y`-- ° �. -fy��� �x o ��f£�������:''n�-0f •,�Lw� f The undersigned designer Tdoes, ❑does not,waive the requirement to be notified by the installer of the installation and given 48 hours to perform a final inspection prior to cover: B1'S SEPTIC DESIGNS AND 0&M 8 ' 31-OS P. 0. BOX 967 Signature of esigner Date SEABECK,WA 98380-0967 The undersigned has reviewed this design on behalf of Mason County Department of Health Services and determined it to be in I compliance with state and local on-site regulation RFCF--R VEQ Environmental Health, pecialist Date S � 7 Caution: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Departmerif bf Ht r ✓ The On-site Sewage Permit has not expired,the Permit Expiration Date is: ` � ✓ The system is installed by a certified installer, unless prior authorization ' n County p is obtaine from Mason Department of Health Services. ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval 10 Km BRASS 011 .mTEM designed fer a peak n MAINTAIN GROWTM. flow of-Too gals. per day. roNs r A!N A MINIMUM OF ` $ m % Vffff AL SEPARATION DISTANCE. o� m iw FROM WELLS&WWACEWATM vn- m Z.o E SNIT �* w �. (D •-1 a 0 ~ m C O xl v'mu' _Z 4 Z-<N cn y V� ,� O 0 C6 0 CD 7CDr. Qmm °` ��EtvgTle.J Pot-s 'C .�� • 75" �G.�Zf' T.L. 1 v rt CA O Z _. D-Sox M ~• O z 5 -3 75 �S� b� O y' \ b ' co ct 75, ,� .,► v, v SEE ALL ATTACHED CONSTRUCTION NOTES. r* ALL SANDY COVER-MINIMUM 5 MIN[IN RATING. DIMENSIONS ARE CRITICAL. INSTALL TRENCHES NO g w • DO NOT DEVIATE FROM DESIGN. NO VEHICULAR TRAFFIC ON SEPTIC SYSTEM. CURTAIN DRAIN[StJ REQUIRED AT THIS TIME. INSTALL SYSTEM ONLY WHEN SOILS 1;3oTMIA s.o� USE EXTREME CARE IN SITE PREP. LATERALS TO FOLLOW CONTOUR OF SLOPE. ARE PROPERLY DRY. - ,