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HomeMy WebLinkAboutSEP2013-00008 - 03 ASBUILT r ' JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND y§A 98368 CONSTRUCTION INSPECTION REPORT N27 , For RECORD DRAWING 0�� Designer /c1/e// G ��=' ' ' Permit# SEP 48- oC)Q B Installer KEV/1k/ SO7-7-//4G,, c4 k/#4T/ & Parcel # -7691 Z Z 4- c:905" Electrician Design Flow 3� Property Owner J e,H-// / Site Address f*Z 5 C"91` J t'/ e c,k/ -Y ?/ ''t'I L ^��� 1 .9 7 '37� Answer all questions or indicate NA Tanks. Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) /40 l 41 2 edMP, 04,Azis Szseirzz. Pump chamber (manufacturer, size)/000 lswitZ • 4'll Screen(s)and/or Pump Shroud (type, location) PIMP V•14$4-7- w/3/o7V$aE. , IL7" -Z 2-14- Were Tanks tested onsite for water tightness? Yes / No Panel Model ,404.04 • 1ZX /PG-50L Timer Model 4 ),9 S-Z z-✓ Pump 1 - Man./Model O/A'At4C) t 35 .Z qS 1 2 Flow Rate 3° gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Z 3,7411 Float settings(above bottom of tank)/transducer settings Timer Functions: (above bottom of transducer) On/off o, On -,�m,N 27 s Veto - z 2, / Off- Z9r-,r.,i 33-vire&Al -a 35) Alarm Z Z, / Veto On - Z • ,n/ Z 7s6c- Storage Above High Water Alarm gal. Veto Off- 2 Fe Nr,,v 33s�ac3 ' 33s� Dose Counter Reading j u.17e2si 5 #gallons/dose Elap.Time Meter Reading 4-2-/-/e," '505-re Pump Throttled? 4211) No Dose Drawdown (in inches) I,8 Pump 2- Man./Model Flow Rate gpm Pump Location(i.e. garage, treatment unit, 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\Altemative sys ASBUILT 2010-2.FRM.wpd 05/10/13 page 1 of 2 Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No ✓UN 2 Sandfilter Basin size/location '10, Sand Fill met design spec? Yes / No ATU (manufacturer,model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Z r/SG el, �O Fe6�,EIZ /� Transport Pipe Size/Sch. A Size/Sch. / se/ ¢O 4-//-/4 Orifice Diameter 4 Lateral Size/Sch. / ''s'c 1y, 4 4-//-I4- Barrier Material 6 E/—'e-55 e7f/•ir-tzse-k 5 Cover Material/Depth "1're+ /i31/ Zz Residual Head (lat.# &ft. Head) S 1 6,f, L L L"s' T )2 4/ 5 -Z?-/4- Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes /No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length / Z ft Width 3 ft Depth /9""N ' ' " >' inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Other Aquaworx panel settings: SWarn at ZBios at.447 , Autoclear set at 1.. doses min-sec. 4(BerIGKFFiG2.eD P92/012 7G /A/SP 'G170/� Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner W/TN ,72 e 312D 17)/41 w1N Date Tank/component Decommissioning Report AttachedeP/ 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 was verified 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 by these periodic inspections,the system complies with all the conditions noted in the permit as approved by Jefferson County 44.-/ —)3 (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. it/ —z5-/4- 5100110 Designer Signa,,fF Date License# C:\Data\Wpw\County&State Forms Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 05/10/13 page 2 of 2 , 1 APPROXIMATE DIRECTIONS TO SITE 200Z+ INITIAL & RESERVE PROPERTY LINES Design Notes GRAINFIELD AREA tih∎ A 1425 CAMP DISCOVERY ROAD, QU1L7DNC (PER ZON10-00006) Os.01'.�/ \i4' \ ..-- "25 FOOT SETBACK FROM Expected Flows 5 //k TOP OF SLOPE PROPERTY DESCRPTION Design =360 gpd '�' ) YOUNG PARCEL"AS DELI D IN VOLUME 26 OF Maximum Actual 3 S /2 1J� 4 y SURVEYS, PAGE 95, RECORDS OF JtrreRSON COUNTY, =240 and ! c,� WASHINGTON, AND LOCATED IN SECTION 22, TOWNSHIP I \ /� a TOP OF SLOPE PER 27 NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY, Expected Influent Quality 1 ��i ,�h1 s\ / ����'- ZON10-00006 701224021).(PARCEL NUMBERS 701224005 Grease&Oil: 20 mg/L* 1D Zk o•\ / d, �'�.+ BOD: 125 mg/L* EXISTING 5 k 19g .24/ �� N TSS: 80 mg/L* BUILDING I TKN: 65 mg/L /, \ .' TOE OF SLOPE PER 0 60 Treatment Level E VVV a \ '' ZON10-00006 9 _--i WAC 246-272A-0110,Table 3 / \ . SCALE w rr .S. y FOUND SURVEY MARKER •6 ' s+• EXISTING TELEPHONE /, 'oo. 'e'y�r, PED/STAL �� ACCESS �, °°�`- 1 IXIST/NG BACKHOE SOIL HOLE OBSERVED FOR ROUTE °4 "o_ c4 �. SPAAD UNDER ZON10-00006. SOIL HOLES 5 & 6 EXISTING POWER POLE i . DUG DEEPER AND OBSERVED BY III �_ B CDS ON -- 1 "*� \ �� "� h� �'` 12/13/12. HOLE LOCATIONS ARE APPROXIMATE `� 1 fig. ary ONLY AND ARE NOT BASED ON AN ACTUAL SURVEY. 1 \ ti 1N 85450' /A) ,1'yh 0. .� .`� �\ � � J EXISTING ` 1 ■ lir WELL l `,t<16 43 �\ IF . EXISTING '.a / SV ti'2" .* RESIDENCE M�--M "' ` . // �ti�imp 4 s��o x'41 �� ACCURACY NOTE \ 1 • TS‘7r 1�. P PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT, '9/\ \�‘ b1� \\9„,,_. / THE "YOUNG PARCEL AS RECORDED IN VOLUME 26 OF SURVEYS, PAGE \\\ a+ 95, RECORDS OF JEFFERSON COUNTY WASHINGTON AND ON JEFFERSON '/ '+..,,,, `� E` COUNTY ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO / \STREAM `�+as., • PROPERTY LINES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT INCLUDING THE APPROVED SPMD SITE PLAN AND MAPPING INFORMATION ZI Zi‘, / �— PROVIDED BY NT! ENGINEERING & SURVEYING TOPOGRAPHIC INFORMATKN \ 0 FOUND SURVEY MARKER. IN THE VICINITY OF THE DRA/NFIELD, SOIL HOLE 5 & 6 LOCATIONS, AND ,� �7,5 `� �g5' WELL LOCATIONS BY COS !S BASED ON LOCATION WITH A TOPCON 8205A ` E, ELEV. = 19.62 PER NTT, 5" ROBOTIC TOTAL STATION, HAND COMPASS AND ACOMB/NATION OF 1 p 55 EXISTING ABANDONED WELL (4'0 PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON AN l MEAN HIGH 10 0 GG 1d�ry EXIS N6 APPARENT WELL HOUSE. ACTUAL SURVEY. TOPOGRAPHIC INFORMATION DATUM: 19.62 FT. ELEV. /Z� \ ESTABLISHED BY N77 ON SURVEY MARKER NEAR WELLS MAPPING AND ,,,tlQ WATER �``\ G �`S\%1 EXISTING GATE FOR SEPPTIC SYSTEM PURPOSES ONLY. OF ORA/NFlELD) IS TO BE USED . ...4., y �� �► RECORD DRAWING NOTE OTE 1,a% fi t X00 / �, 19k THIS IS TO CERTIFY THAT THIS ON-SITE SYSTEM WAS INSTALLED BY KEVIN NUTTING WITH �,`� `; SHOLD EXCAVATING IN ACCORDANCE WITH THE APPROVED DESIGN AND VERIFIED THROUGH `�I�p� " ' / \ OBSERVATIONS OF PRESSURE TESTING AND FINAL INSPECTION. TO 7HE EXTENT REVEALED S. DY 9$ BY THESE OBSERVATIONS, THE SYSTEM COMPLIES WITH ALL THE CONDITIONS NOTED IN THE PERMIT S Pl - M zi �� . a, '5 ACCURATE(E 300008) AND WAC 246-272A. THESE RECORD DRAWINGS ARE ONLY AS %/7//Z//„ZS///.//Z/Z//„/Z/ZZiiii111 ACLU TE AS CAN BE EXPECTED FROM THE DESCRIBED OBSERVATIONS BY THE DESIGNER AND FROM CHANGES OR REVISIONS SUPPLIED BY THE CONTRACTOR TO THE DESIGNER. !G ER. EXPRES 08/18/18 THEREFORE, WHILE IT IS BELIEVED THAT THESE RECORD DRAWINGS GENERALLY DEPICT HOW THE PROJECT WAS CONSTRUCTED, SOME PORTIONS OF THE PROJECT MAY NOT ACTUALLY June 25, 2014 4:58:29 p.m. EXIST AS SHOWN ON THESE RECORD DRAWINGS. Drawing: COWDERY 701224 5 00 STAKING, RCD 9 DWG.DWG.DWG © CREATIVE DESIGN SOLUTIONS, INC. 2014 SEPTIC SYSTEM, PARCEL #701224005 012 CREATIVE DESIGN SOLUTIONS REVISION DATE DRAWN BY: MICHAEL S. DEENEY SITE PLAN STA ING RECOFID � � + Septic System Designs, Permits, a inspections SHEET 1 OF .3 DATE: 6/25/14 FOR: U DHN CD wDERY ® P.O.BOX 2787,PORT ANGELES, WASHINGTON 98362 22(27-1W) CDS (800) 395-7296, (360) 457-6353, EMAIL MIKE @CDS4YOU.COM I .I I APPROXIMATE LOCATION OF EXISTING I \ ��V$/ LEGEND �N ry���e� i ABANDONED 5EPAC TANKS SEE 1 FOUND SURVEY MARKER J� SEE LEGEND ON SHEET 6 �` 1 CERTIFICATION OF SEPTIC TANK I I ABANDONMENT. I EXISTING TELEPHONE ` 0 I - I PEDISTAL LATERAL END i � XING POWER POLE ` CLEANOUTS • 107.8' I ESTI ,\ 1 s .__i_. �.. ...._____ ._. _' O� • ■• �MO 7 _ nO O� 0.11111 ■ � ■10 �� ,� �M, �� MOM �■� �eM I VI I PROPERTY 67.4' I I u` LINE _ —1 r_jil, 1 . ! \ \ ! ► 1 1 I ;\OBSERvj1$N %1,000 GALLON TWO I ` ` - TS �! .� 1 + STUMP COMPARTMENT SEPTIC TANK I APPROX/MATLr LOCATION DF 2" R ►. ►�� t I \ \ SCH. 40 PVC. BACKF/LLED % CLEANOUT Z !►O i \e` I , PRIOR TO INSPECTION. I 11' h► 15 1 ' t\ MAPPED APPARENT ROUTE I. i % % (3 BEDROOM REDUCED SIZE PRESSURIZED PARTIAL F7LL 4"PVC I \ I 1 ►^ 1 t l t OR4/NFIELD (120 L F.). FOUR LATERALS (LENGTHS AS I ik CLEANOUT ` \ P CASED IN ASTM 151 '\ Sj N i ` SHOWN) WITH GR4VELLESS CHAMBERS.I 03034 PVE BELOW ROAD \� I s Nt ro % l 1,000 GALLON PUMP 0----- -- \ \(PER INSTALLER). LATERAL ► 1 �. .: r. I CHAMBER DISTRIBUTION BOX 1 �% v I % ` 1"SCH. 40 PVC FEEDER PIPES ` ( ' TO LATERALS (MOSTLY BACKFILLED __ I 4"PVC I 4" PVC % PRIOR TO INSPECTION) A A STANDPIPE '5\*1 ► \ \ _-- `--- ,_,___( _______ t3z �� ' - ` ` J - ,. T,.N%�� 1 0 0 \ \ , ' TOP OF SLOPE PER 0 1 '`' \ ojc1 y EXISTING RESIDENCE ION10-00006 i ��� ` -1.-1-c (1425 CAMP \ �� \t �� DISCOVERY RD.) i N 0 -ANC \ \ !! \ ECK ,` . I \ \ TOP OF SLOPE (PER `- ----------. �+ I CDS MAPPING, \ i 12/13/12) 40'x1'APPARENT j v \ I \ --, \i i/A e........... /../774,.....,,,. STORMWATER I \ ``-fs, \ ��� \\i ABSORPTION TRENCH I 4 y F,� / i\t\ I 38.9, \ I` VI c \\! 4"PVC STANDPIPE ' `X.S , \` l tot 1t`%'' "�`` v•Z APPROXIMATE LOCATION OF m \ 11 EXISTING WATER LINE. cop \ --� \\i\ ��/p I LOCATION PER OWNER. b y � \h \ \\\ .. i � \ \ 4s r CONCRETE } �‘ ��1\\ iHAEI. S. DEEP I EXISTING L✓ t T GARAGE I �� \ EXPIRES 05/48/16 \ \ I N 410100 ' I! �_—^� PROPERTY LINE v�J SCALE IN FEET \;, \ y r� 0) EXISTING DRIVEWAY \ \ June 25, 2014 4:58:29 p.m. \ / ` TOE OF Drawing: COWDERY 701224005, STAKING, RCD DWG.DWG.DWG ` " \ Q CREATIVE DESIGN SOLUTIONS, INC. 2014 ,I SLOPE 0E6\ REVISION DATE SEPTIC SYSTEM, PARCEL 701224005 c ' 012 CREATIVE DESIGN SOLUTIONS SITE PLAN DETAIL — STAKING f Septic System Designs, Permits, & Inspections DRAWN BY: MICHAEL S. DEENEY FOR:SHEET 2 OF 3 DATE: 6/25/14 ! O(j; rJ OHN COWDERY RE-CORD DRAWING ® P.O.BOX 2787,PORT ANGELES, WASHINGTON 98362 22(27-1W) cam$ (800)395-7296, (360)457-6353, EMAIL: MIKE @COS4YOU.COM , _ ' PROPERTY 7 2O/ LINE 't A / \ , 1(-..,.._ PROPERTY / IF LINE / / \ / \ / / \ / \ / \ / / \ \\/ / \ / / 1 10.6' ./...</%./:',/ •••" ........... . ED //''' 6:,5., •:„:.....:, ,::::::b ■ fir::• ,,,, / N5:,:...-....,,,:N' l.?4 .P,ivf: r,. 4".>•a:, VA'',..':.:ty'A a9 A• t'.::..;<.•`tip J''N. \ )<':.--::::.;%--.N y •: i 60 ii ,,, pct:::; , off* °■-.3 /■ £XISnNG N / '.f vOC '`f��0 %.,,::;:,...,...: 1 v� ``. .?'`� \\ ' w WOOD ff r `f),".."0, <e, fr f PLATFORM / t:;ly: K0:,-,::::,..:` �/ N. :. .Air 4 ` %?, :i '"N �, \ ::i; %. t::: t .. ■ ' EXISTING RESIDENCE o ve,-.!:°''i tic.. ' ;% t �. (1425 CAMP Err;:' ;;* �: � .''`F\ ':.4,%'• 17.4 bilor,� DISCOVERY RD.) p s/5.3, E sr.:,.;..0? � 4 .., 13.5 l " 11.8' 9. 2 ■ ■ �� 17.T \ /.. �� ■ �i ■ .4011..'-- �. �cCNC!iP \ .' .` COCOA-MFR ■ .� ■ — � ,,\ / $! 4' N ,,��c 6wo>� ' ; ' �4�� IuNCHAEI. S. DEEF�Y N _ «� , I EXISTING EXPIRES �/�� SCALE IN FEET �■ DECK ,/ 0 10 / June 25, 2014 4:58:29 p.m. / Drawing: COWDERY 701224005, STAKING, RCD DWG.DWG.DWG 122 ��--'1 / © CREATIVE DESIGN SOLUTIONS, INC. 2014 ` SCALE IN FEET // REVISION DATE SEPTIC SYSTEM, PARCEL #701224005 & 012 CREATIVE DESIGN SOLUTIONS - SITE PLAN DETAILS - L O A TIONS r Septic System Designs, Permits, & inspections DRAWN BY: MICHAEL S. DEENEY JOHN /'r / c �/ SHEET 3 OF .3 I DATE: 6/25/14 FOR. JOH V (.0 V Y DG R/ RECORD DRAWING �� P.O.BOX , (360)0)45 6353 ANGELES,EMAIL: MIKE@CDS4YOU.COM C DS4YO 22(27-1 W) (�$ (800)395-7258, (360) 457-6353, EIAAII: PIKE @CDS4YOU.COM