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HomeMy WebLinkAboutSEP2012-00020 - 03 ASBUILT JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT For RECORD DRAWING Designer te Permit# SEP 1 Z- Installer 04,-f ..t. RT s-rYDZ l) 1tcft,/V,rT//v6 Parcel # 4 Zoo eNo 3 Electrician Design Flow 2 40 Property Owner EL ire t L' Ie/Z Site Address 4 /o A•/, EM 4' h z,/ Pof27-44)&4O4J/ 4,, 9r 8.3a Answer all questions or indicate NA Tanks, Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) /O' 2 2 Cc2'rP WA fra:r t Caner P7 c.?r,/Z ¢-ZO-/ a Pump chamber (manufacturer, size) /e7ee 44-Zc'-LZ Screen(s)and/or Pump Shroud (type, location) POMP v.D1-7- w� �o9'�,$ �'iGr .� 4-zc,-/ Were Tanks tested onsite for water tightness? Yes at Panel Model 0.fe4-9c )( /PC- S 1 Timer Model 44P 4209 4Pe,.2X Pump 1 - Man./Model ©,Z?e‘/`/cO P ZOO "37 > Flow Rate 18.& gpm 4-23-12 Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Z Z. O" Float settings(above bottom-of tank)/transducer settings Timer Functions: (above bottom of transducer) On/off- O .-q On - /' A' 4 se. Veto - Z h. u Off- /-7�/ NtiA/ Alarm - Z lo, 511 Veto On - / •-r Storage Above High Water Alarm 40Z gal. Veto Off- t-7�j,yriiy Dose Counter Reading Vt.o se 56 # gallons/dose 20 Elap. Time Meter Reading .1.vec.- Pump Throttled? es No Dose Drawdown (in inches) 1/2 " Pump 2 - Man./Model Flow Rate gpm Pump Location (i.e. garage, treatmentrunit, basement) Bottom of transducer to bottom of tank Float settings (above bottom of tank)/transducer settings Timer Functions: (above bottom of transducer) On/off- On - Veto - Off- Alarm - Veto On Storage Above High Water Alarm gal. Veto Off- Dose Counter Reading #gallons/dose Elap. Time Meter Reading Pump Throttled? Yes / No Dose Drawdown (in inches) If additional pumps complete this info for each C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 11/02/11 page 1 of 2 • ' Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location Sand Fill met design spec? Yes / No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No . Drainfield Transport Pipe Size/Sch. '• �iSee. 4 Manifold Size/Sch. /. 5"/Se,-(- 4- O—t Z Orifice Diameter YO Lateral SizeJSch. !`.scry, i-e2 Barrier Material F/G rE#' F4 rf/z!G Cover Material/Depth // " .4 A- 5 4-23--t Z Residual Head (lat.# &ft. Head) 5 j 4" .4LG 4-141r S 4-Z3—/Z Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean?(M/ No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length Z S. / ft Width lo.© ft Depth 50 inches Caps for measuring residual head stored (location) //1/4/ V#41 L`'/* IIR'�LC g6--5-- s G/Al&,D $r..b COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Other Aquaworx panel settings: SWarn at 101 , ZBios at 0/4 , Autoclear set at Z doses min-sec. Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner W(tW iz 'e'o/ L C)PrwfN6, Date Tank/component Decommissioning Report Attache es No / NA Installer Certification attached/signed CP/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above wasverified by inspection(with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed (no backfill, except over transport pipes), and final inspection of the completed system (with exceptions as noted, if any). To the extent revealed try these periodic inspections,the system complies with all the conditions noted in the permit as approved by Jefferson County 4--h'/ Z (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. ,,,/ -.∎ 5=/S—/`2_ 5100110 Designer Signatur Date License# C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Attemative sys ASBUILT 2010-2.FRM.wpd 11/02/11 page 2 of 2 • I / /1 DIRECTIONS TO SITE I I 410 N. BEACH DR., PORT LUDLOW / PROPERTY DESCRIPTION V�L LOT 2 & 3, BRIDGEHAVEN DIV. 2 AS RECORDED IN RECORD DRAWING NOTE / voLUME + OF LONG PLATS PAGE 61, RECORDS OF ✓ET-htRSON COUNTY, WASHINGTON, AND LOCATED IN THIS IS TO CERTIFY THAT THIS ON—SITE SYSTEM WAS INSTALLED BY ADAM SUKERT WITH y I SECTION 9, TOWNSHIP 27 NORTH, RANGE 1 EAST, EXCAVATING IN ACCORDANCE WITH THE APPROVED DESIGN AND VERIFIED THROUGH I WM., JEFFERSON COUNTY WASHINGTON. OBSERVATIONS OF PRESSURE TESTING AND FINAL INSPECTION. TO THE EXTENT REVEALED 11,.............. ....„40 .V BY THESE OBSERVATIONS, THE SYSTEM COMPLIES WITH ALL THE CONDITIONS NOTED IN THE I / PERMIT (SEP12-00020) AND WAC 246-272. THESE RECORD DRAWINGS ARE ONLY AS I `�y ACCURATE AS CAN BE EXPECTED FROM THE DESCRIBED OBSERVATIONS BY THE DESIGNER .3 (/ I` ---_,........w , AND FROM CHANGES OR REVISIONS SUPPLIED BY THE CONTRACTOR TO THE DESIGNER. ) \ THEREFORE, WHILE IT IS BELIEVED THAT THESE RECORD DRAWINGS GENERALLY DEPICT HOW ;olp 1 ,. EXISTING <sift THE PROJECT WAS CONSTRUCTED, SOME PORTIONS OF THE PROJECT MAY NOT ACTUALLY w�j 0 EXIST AS SHOWN ON THESE RECORD DRAWINGS. DI O SHED S APPROXIMATE L 1O?�`` PROPERTY LINES • I Iii c,613‘4)11 , • T # �/ gI 0 I I EXISTING TWO I aft BEDROOM RESIDENCE (410 N. BEACH DR.) ACCURACY NOTE PROPERTY LINES ARE EASED ON INFORMATION PROVIDED BY THE CLIENT, THE ' h RECORD OF SURVEY RECORDED IN VOLUME 4 OF LONG PLATS, PAGE61 & 57, It p RECORDS OF JD-htKSON COUNTY WASHINGTON AND ON JEFFERSON COUNTY so to ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY LINES EXISTING IN ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE LOCATION OF PHYSICAL / y BULKHEAD FEATURES IS BASED ON LOCATION WITH A TOPCON 82054 5"ROBOTIC TOTAL / STATION, HAND COMPASS AND A COMBINATION OF PACING, TAPING, AND MEASURING S WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY. MAPPING AND l ''H?"! TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. / Q I 103.00-••.. , 1 EXISTING GARAGE N I `;� z .157." II LISall co $ ,0 0,, tf' 'C'\'` i Z 2143 I , SCALE IN r �l N /(.:./4., I APPROXIMATE 4 £xisnNc to PROPER 11� ! :".4„,i 2 / � TYL/NES 3 1 SHED `,\ 5100110 V / `%�� MICHAEL!S. !L' , Design Notes DESIGNER \ /`O�` "3 Expected Flows iiiii iiiiiiiiiiiiiiiiSIGNNERiiiii//1 EXP5tE8 08!18/12 ` I lOp• co Design =240 gpd I I Maximum Actual `�`� " =160 gpd ,Q" I "�.�' Expected Influent Quality (�,�/ Grease&Oil: 20 mg/L /� \� BOD: 150 mg/L �/ ` TSS: 40 mg/L TKN: 65 mg/L May 15, 2012 8:15:27 a.m. ! Drawing: DEDERER 934200003 (RCD DWG).DWG.DWG / ©CREATIVE DESIGN SOLUTIONS, INC. 2012 / I ....7 REVISION DATE SEPTIC SYSTEM, PARCEL #934200003 -� CREATIVE DESIGN SOLUTIONS SITE PLAN / I Septic System Designs, Permits, a inspections DRAWN BY: MICHAEL S. DEENEY c SHEET 1 OF 3 DATE: 5/15/12 FOR: ELINE DEDERER DS P.O. BOX 2787,PORT ANGELES,WASHINGTON 98362 9(27-1E) CDS (800) 395-7298, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM 4.S I EXISTING WATER METERS EXISTING ELEC. BOX .I APPROXIMATE LOCATION OF EXISTING WATER LINE. CDS 0 1' ", ! he ........."■.y......../. OBSERVED 1 f V AND MAPPED SPOT LOCATIONS BY INSTALLER ON 5/9/12. �t ': t V -� ESTIMATED LOCATION OF EXISTING WATER LINE � ("1„, . V II ABANDONED OPAINF/ELD BED 0 N I 1 y.``y ```,��� MICHAEL S. DEENEY 1 Nto I I y % tiT�'T ) 1• :.C 7- `v %iiiiiiiiiiiiiiiiiiiiih6w/////// 1t 0 1 p ( Y`► _ �■w EXPIRES OC/18/M2 SCALE FEET / LATERAL END CLFANOUT, TYPICAL. ~ V ++. V I • ` `�y \V ABANDONED 750 GALLON SEPTIC TANK Q-- LATERAL OBSERVATION PORT, TYPICAL. ' y 1 • 1 ! 1 / q EXISTING SHED �. DEEP OBSERVATION PORT ` ! J , ABANDONED 6 ! � D-BOX '4 _,1 \ I / 10' x 24' (MINIMUM) / ! ! �/ `,` �Q� PRESSURE SAND-LINED 8E0 / 1 L IL MANIFOLD III ! O y �'S CLEANOUT 4" PVC O CONTROL PANEL! CLEANOUT 1 s 4"PVC s PVC GATE VALVE � EXISTING ELECTR/CAL / EXISTING 1,000 GALLON TWO COMPARTMENT SEPTIC TANK .-----/ fi TRANSFORMER LANDSCAPE, 1,000 GALLON PUMP CHAMBER all AREA 1.5"SCH. 40 PVC 1.5"SCH. 40 PVC. BACKFILLED III MAN/FOLD I PRIOR TO INSPECTION. EXISTING TWO �� BEDROOM RESIDENCE 4111111111-11 I (410 N. BEACH DR.) I 14° 111ft EX/STING 1 \\�� DRIVEWAY �` 1r ,s,,I EXISTING \y I EXISTING l CATCH _'``^� rrr BASIN EXISTING GARAGE ` - ■ DRIVEWAY / 1 May 15, 2012 8:15:27 am.. OUTLET ' 4, / Drawing: DEDERER 934200003 (RCD DWG).DWG.OWG PIPE ©CREATIVE DESIGN SOLUTIONS, INC. 2012 I '` a., _ is REVISION DATE SEPTIC SYSTEM, PARCEL #934200003 la) CREATIVE DESIGN SOLUTIONS SITE PLAN DETAIL DRAB i� SPA i80X 2787,PORT gn ANGELES,Permits,WASHINGTON d Inspections DRAWN BY: MICHAEL S. DEENEY /� c ['' SHEET 2 OF 3 I DATE: 5/15/12 FOR. ELI!V E DG DG RER NG ES, MIKE MIKE@CDS4YOU.COM E) (�QS (800) 395-7296, (360) 457-6353, EMAIL: MIKE @COS4YOU.COY / EXISTING ELEC. BOX "-----/11. I \y ,,, 7 /�J 7 fPi II V 0.6:11. 14 F /1 ��,�� 1� Ns V ��` �� / N �I I ```v�'�v `���, MICHAEL S. DEEIY (1/'..1 I ` I «= 4.ED I SKIER ° 10 I.11 V _ __ V EXPIRES 04/18/12 V SCALE NV MT I 5.34. / p N .`^I` _ y�\ ��`le / 4 1 I I 22.8' ``\V / / (2-) / 1 S ~ EXISTNG SHED / j o A EXISTING �' ` /I o ',•�. D-BOX / / I 1• / I 'V At? / / / Ii I N% f--- mile; iiiihk... N\ • . OA zo / ' / ; 1O• / gp, /iv / ,tr , 1111P, „s �- EXISnNG ELECTRri4L TRANSFORMER ::'\* ' I 4¢il I I tiN 5 i 1 / ix EXISTING TWO I L? �� BEDROOM RESIDENCE I (410 N. BEACH DR.) I 4ftlitiftimo / i `` �/ / , i EXISTING GARAGE if A I May 15 2012 81527 am. ' I;% Drawing: DEDERER 934200003 (RCD DWG).DWG.DWG © CREATIVE DESIGN SOLUTIONS, INC. 2012 \ / REVISION DATE SEPTIC SYSTEM, PARCEL X934200003 �.® CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PLAN DETAIL - LOCATIONS RD ® Septic System Designs. Permits, d inspections SHEET 3 OF 3 I DATE: 5/15/12 FOR:, ELINE DEDERER � '®S P.O.BOX 2787, PORT ANGELES, WASHINGTON 98362 9(27-1E) CDS' (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM