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HomeMy WebLinkAboutSEP2013-00096 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Jack Helgens I j CEI\V 11 li MAILING ADDRESS P.O.Box 491 Quilcene,WA 98376 '„0 Q 20-07 PHONE (360)774-1040 SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 14 Township 27 Range 2W PARCEL#702143001 1,,,L OD Subdivision Name Division Block Lot(s) Site address/Directions to site S. on hwy. 101, rt. on CemeteryRd., rt. on Monte Cristo Lane. Project site is to the Southwest of first 90 degree corner to rt., Quilcene,WA 98376 P5 3 rih1th SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New X Private X Residential ADU Modification Public Commercial Expansion Community Upgrade Repair SITE SIZE 9.56 acres SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional X Designate Reserve Area Yes#SEP94-00169 Alternative Redesign No SYSTEM DETAILS Number of Gallons/day 360 Soil type 3 (attach soil eval.) Application Rate 0.8 gal./sq.ft./day Drainfield Length 150 ft. Trench Width 3 ft. Trench/Bed Depth 18 to 36 in. Septic Tank size 1,000 gal. Pump Chamber size N.A. gal. TYPE OF SYSTEM Conventional Drainfield. By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County ty consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County its employees, representatives or agents f o r th e sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry ry Appeal person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice ce of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will late5e13)t ain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time .Sri 3170 Property Owner Signature Date I FOR OFF/ USE ONLY .�/� 1 0 PARTIALS 1) /w ASBUILT `MI FINAL 4 A"'ROV'i INSP/PUMP TEST PUD .31 15/ /D ALL HOLD REQ.MET /l Date "'Jul Fee Rec# gC)aa Check# C ASh Case#SEPO'7—"VI \\Mike2\c(mike2)\Data\Wpw\County&State Forms\Jefferson\Septic Permit Forms\Helgens,Jack,Parcel#702143001.wpd SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT#: SEP07-00074 Date Received: 03/07/07 SITE ADDRESS: 253 MONTE CRISTO LN Date Issued: 05/08/07 QUILCENE, WA 98376 Date Expires: 05/08/10 APPLICANT: JACK T HELGENS PHONE: 360-774-1040 PO BOX 491 QUILCENE WA 983760491 SUBDIVISION: BLOCK: LOT: 4 PARCEL#: 702143001 Section: 14 Township: 27N Range: 02 W DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage systems, codi • d 8.15 amended per ordinance no.08-0921-00. This permit may not be renewed. R MARX,Jefferson County Enviro ental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield ortank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division.If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 110-CONVENTIONAL TRENCH No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 150 feet Width: 3 feet Depth: 18 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP07-00074 1.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 2.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED EVERY 6 YEARS. 3.) Designer must be contacted prior to start of construction and for inspections during installation. 4.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 5.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line,tanks,treatment and disposal components. 6.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 7.) Contact designer prior to installation for staking of drainfield area. 8.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 9.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 10.) This system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit(ADU). The minimum daily design flow per residence is 240 GPD. 11.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 12.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater,erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2 of 2 11/22/19 is\F_SEP_Permit.rpt • JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT MAY 0 5 ?014 For RECORD DRAWING Designer /■ / -- Permit# SEP 07-60e774 / ! ' 1 X94 Installer k�aUh �• Ve S Parcel # 74 Z / 4 3 Oo/ Electrician, . Design Flow -3 &O Property Owner c z-&40/1/4.1 S Site Address 2 S3 //`•--7o,w7 G/2/STO t'f e, z>/z. Answer all questions or indicate NA Tanks. Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) /o©o GAtc• 2'AR Lit/Ss9`-'LAS 41697-Gk"7-„4747 .2 1—Z Pump chamber(manufacturer, size) Screen(s)and/or Pump Shroud (type, location) Were Tanks tested onsite for water tightness? Yes/ No Panel Model Timer Model Pump 1 — 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) 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\Alternative sys ASBUILT 2010-2.FRM.wpd 04/24/14 page 1 of 2 �o Z t 4 3 00/ Pre-Treatment DOW tr+s;p Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No M Sandfilter Basin size/location MAY ®5 2 014 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. Manifold Size/Sch. Orifice Diameter Lateral Size/Sch. Barrier Material b/2/ f/5LL Fss chQ'f,-I8, Cover Material/Depth `42' -s.‘ 3-z 2-/O Residual Head (lat.# &ft. Head) Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length 1 6-0 ft Width 3 ft Depth `a YZP 3ln 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: SWam at , ZBios at , Autoclear set at doses min-sec. Health Department inspection issues resolved Yes/ No/ NA If yes how? Users Manual Provided to Homeowner?"/./ gealz t> .& ,eWfA/G Date Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes/ 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>6.7 9-5-1 3 (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. -z 1¢- 5100110 Designer Signature Date License# C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 04/24/14 page 2 of 2 y DIRECTIONS TO SITE ACCLEIACY NOTE SOUTH ON HIGHWAY 101, RIGHT ON CEMETARY RD. 114?(JUST NORTH OF QUILCENE), RIGHT ON MONTE ®�`� PROPERTY ONES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT AND ON CRISTO LANE. PROJECT SITE IS TO SOUTHWEST OF 702143018 . / t JEFFERSON COUNTY ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION 90 DEGREE TURN TO THE RIGHT APPROXIMATELY 1/4 <;e O¢ TO PROPERTY UNES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE MILE UP MONTE CRISTO LANE. N 1/2 S 1/2 NW SW LOCATION OF PHYSICAL FEATURES IS BASED ON LOCATION WITH A TOPCON 82054 5' ROBOTIC TOTAL STATION, HAND COMPASS AND A COMBINATION OF PACING, TAPING, pcpN 9.72 a. AND MEASURING WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY. PROPERTY ER 7y TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. PARCEL 702143001 LOCATED IN SECTION 14, 'C; TOWNSHIP 27 NORTH, RANGE 2 WEST, W.M., € ; JEFFERSON COUNTY, WASHINGTON. APPROXIMATE LOCATION . — OF EXISTING WELL \ ; APPROXIMATE LOCATION OF WATER LINE (PER OWNER) 50'. MAPPED APPARENT WATER LINE SACK VA BACKFILL ROUTE (4/21/14), £GRAVEL d �! MONTE CRISTO LANE APPROXIMATE PROPERTY LINES DRIVEWAY T SEE SITE PLAN DETAIL — I- M, I / 1 I / ...---*******---**-4 FOUND STEEL I 702143001 RECORD DRAWING NOTE / ��' --� i POST NI FOUND STEEL FENCE THIS IS TO CERTIFY THAT THIS ON-SITE SYSTEM WAS INSTALLED BY DOUG REEVES IN \CORPERS, PER OWNER. S 1/Z S 1/Z N W S W ACCORDANCE WITH THE APPROVED DESIGN AND VERIFIED THROUGH OBSERVATIONS OF / PRESSSURE TESTING AND FINAL INSPECTION. TO THE EXTENT REVEALED BY THESE ` N 9.67 a. OBSERVATIONS, THE SYSTEM COMPLIES WITH ALL THE CONDITIONS NOTED IN THE PERMIT '� (SEPO7-00074 & SEP13-00096) AND WAC 246-2724. THESE RECORD DRAWINGS ARE '. in ONLY AS ACCURATE AS CAN BE EXPECTED FROM THE DESCRIBED OBSERVATIONS BY THE I `'\\\ • I i N DESIGNER AND FROM CHANGES OR REVISIONS SUPPLIED BY THE CONTRACTOR TO THE DESIGNER. THEREFORE, WHILE IT IS BELIEVED THAT THESE RECORD DRAWINGS GENERALLY + • I DEPICT AS SHOWN WAS THESE RUCTED, DRAWINGS.° TIONS OF THE PROJECT MAY NOT ' • f 1 •� 1/ '• I IIIIIII ;', / • APPROXIMATE• / /, '� / PROPERTY UNES 1319.98' ‘ . `// / \ / ' \ / 258'± 1042.51 LEGEND \ / tl!/i` ■ I ttttl / ; lA EXISTING BACKHOE SOIL HOLE OBSERVED BY COS ON ORAINF/ELD. SEE SITE PLAN DETAIL ttaN h h.liNt t AND DR4/NFIELD LOCATIONS SHEETS. 7021 43C � tttt . , r2/23/os. TAX 42 tttt�at' �3. /4- r ao ttttr� t� '' if."41 0 044,t ,� > V,� iI'__ — N t "I 9 ` NCHAEL S. DEEIEY 1043.43' :4 ..r ,l. --////////////////////I//////////////fit ril EXPIRES 08/18/14 I 0 100 April 24, 2014 5:21:42 a.m. 702143003 + Drawing: HELGENS SEPTIC DESIGN (RCO DWG 2).DWG.DWG SWSW(LS SWSWSW & SCALE FEET © CREATIVE DESIGN SOLUTIONS 2014 E 331.64') SUBJ/EASE REVISION DATE SEPTIC SYSTEM, PARCEL #702 1 4300 1 RECORD Øj4 CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PLAN DRAWING Septic System Designs, Permits, d inspections SHEET 1 OF 3 DATE: 4/24/14 /� JACK HELGENS P.O.BOX 2787.PORT ANGELES, WASHINGTON 98382 FOR 14(27-2W) (A$ (800)395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM f J/ EXISTING GRAVEL DRIVEWAY i/,- 1 -- -- 111111 APPROXIMATE LOCATION OF WATER L/NE J 4!:1 i` A/• K O '..,t �j�; I�`- CS 1,000 GALLON TWO ' 1 �*11c���''�` �i?' 4 COMPARTMENT SEPTIC TANK 111,�ti �A r 111111 6100110 �� i.. I , MICHAEL S. DEENEY 63A_ 9A . a► SIGNER EXPIRES 06/18/14 8A ilti ''h �;,. 200%+ INITIAL & RESERVE $J, DRAINFIELD AREA • ` • ` 1 FlR TREES I/ • N .` \ �4A rOR 4"PVC PACKFILLED \ 'i \ I PRIOR TO INSPECTION. \ 619 MAPLE TREE i 0 20 _ CLEANOUT .,. r • 0 t 1 1, i SCALE 04 FEET ; I ` • k7'.. • • , 4" PVC BACKFILL£D PRIOR TO 1A I `. i / INSPECTION. MAPPED APPARENT I Mr 1A6 BACKFILL ROUTE (4/21/14). tt % �I CEDAR Q ; I TREE 3' •IXISTING RESIDENCE 2 4, QQ//`/' // ` ;/' 2A 7A (253 MONTE CRI'TD �j i i i 4"PVC LANE, QU/LCENE) / / FIR TREES ��_ /I / / / ,/� D-BOX Y ' / EXISTING j,, / • CONCRETE j 5/ 6A 00/ /' THREE 50.0 FOOT GRAVITY DR4/NFIELD TRENCHES WITH / S / TOP..:..': �i GRAVELLESS CHAMBERS i 1fS• h / ,.. ,.., , „,....„ .. /// ,,,,,.. / ! OR4/NFIELD LATERAL OBSERVATION PORTS, TYPICAL. ` /� �t /LEGEto i ., _.„,....fot ..„„,,, SEE LEGEND ON SHEET 1 5A / / / APPROXIMATE ` 3.QP..,,,,---f' PROPERTY LINE %._ 74' J MIMI MOM April 24, 2014 10:07:53 a.m. 258't FROM PROPERTY CORNER Drawing: HELGENS SEPTIC DESIGN (RCD DWG 2).DWG.DWG -w. ©CREATIVE DESIGN SOLUTIONS 2014 REVISION DATE SEPTIC SYSTEM, PARCEL #702 1 4300 1 RECORD • CREATIVE DESIGN SOLUTIONS SITE PLAN DETAIL ' Septic System Designs, Permits, a inspections DRAWN BY: MICHAEL S. DEENEY JACK �/ /^► DRAWING r P.O.BOX 2787,PORT ANGELES,WASHINGTON 98362 SHEET 2 OF .3 I DATE: 4/24/14 FOR. VAC/ I7ELVENS 14(27_20) COB (800)395-7296, (360)457-6353, EMAIL: MIKE @CDS4YOU.COM N C X/ Qua I • MIS . C) *.- z s ... I 4 z , xro ` n,- "n ,t rri (,)!), 1 k" ,i PO.Pr ...A Z 1E ••■••••Z■•••3==11.1111111111■11•1■■ x,, 03 I $kg, • ,\ - ,,. — c� o ` �/////� v c z . =-�'� ,/// o \ V'rH• IV N `C -I 0 sill �4 ,A .a o C\ 0 I S '11111 � r Oril o� 0 a I ,L'6! '° \ ZOOzhi -'-I \ �' ��7 I I \ �g c2 1. ",(4 ) \ is 0� \� , I I IBC `\ y0 ti0 V I r �h ■ O I 0 0 •� 0 v I �� \ w \ o I I N: C� `\ o I N oe \ V I IN. -.1 •_ _ tic ?7?, CI I A. g 6 i .. 1 l I I ,O .9.0 PI rn w /16 ch N / cn N I a s. v a. I I 411hk (nrn 01 I gra) c. [_.s.--..-1 cr ' ® `r • It ,1 N O cc) N.g w4" (m o� z o- co = M cu'r�^ryN . R1 ,r =a' PS ` �` ` .oaC m cb CN O r \ C0j a, o I CD _ tit SOIL HOLE LOGS 1 I Page 1 of 7.- Designer /`11, 1,E". .. 4 Date la-z4'c* fc 1 z-Z3-"`"'�o Property Owner/Buyer ..5,01-c g /4/&.--:"G--LA' S Parcel# 7a Z /4 3 4.4e°l Backhoe Operator 41%47-`1 ed/f?, ,IY _.S ?c-c Ll Job# ffeCS't to Project i.p. r/).'"-/ f F>)1 C Sec(Twp-Rng) S 4,94- /` r 2 7- 1 HOLE NO. ,�,r r> w c9 #: 2_t x m Z p. TYPE w o u.X OF DEPTH n� z CO uj SYSTEM (Inches) U X�TU E€!� APPL. co F- c r F- DATE O 1.6. RATE O OBSERVED m ,, .--\ (gpd/sq.ft) cri Q a v O 5 O F- W Z Q 1,4 2 5 / ,k5-'b .5-z- Q. ¢S TE > 775 v4,21Fs xG s ceo frishD s 3 p/i'' /0-74-.0(O 2 /3 36, 66-i c, & Ali O.4 a 40 > 70 -7(p Yo VG sz-,sov"re 9.4, `70 / to-7 4-Dro '3 Zo - MG 6 --L 40.45 r z 63 rt.- o !oaf�8 G 06 Fps O Pte' . S , _, lo . z 4.--,p 1 Z,Z36C�O 4°4 70 a.157-Kc' G SL 0.4S y¢ ><77 F /46 * SL i 4045. 70 p _7) 7. - cir....c. et, L5 of to 'z4 iJ a tz.t -alo ta-zg--D4, „ ,,...,, „..7,,..,,, ,...v, • O - 27/0 L5 Y0 k LS o.g t `Tc( V x3`” r?'c s be) bi2.5.etaviiiii lZ-Z3- Cli1' .J Itt pull]) H/2/1/Nfsg6e orNEo / Ge •� -124 • • SOIL HOLE LOGS Date C7-'2 3 O 6 Parcel# -7 2 / 43 DC) / Page Z of 2 Owner/Buyer /fele 1,1F1 ','/-r-S HOLE NO. w z O h� TYPE 0 w z OF � DEPTH J D APPL. Q w Cl) SYSTEM (Inches) ? TEXTURE RATE 0 w c OJ DATE g( gpd/sq.ft.) Q a c OBSERVED ~O U O E CL Z Q &AZ' /5-4- Ls ?D n�.5 a.P . (0z pAiinvt . Ws-4-8-z- ‘1159-",t_ibot/ z, r4-c 5 60.. 7 4- 0 - Z 3 .i 6, z L "k 3P Selo 03 " 30/ V R/Ar !s GS )d /1-1.5 c-e `tz 6� Z W/Sor.,a SG 6. L.S d4.Q rr',fs P I eft° /J• P-75 0 $lb lir- G S I, ' °k� 8m- 20 6 SG Cd LS G, GG /.r 4 , !r+ 6 sz, (&,....e /'-rc) p.& 6,7 .40v25-* --ii 1D. "7/6. !r 54 p.41 q 4• Pl 5-6., FL L G ff.may, 4 2 >7'7 -0 yor€rrc� III v4 amiss sG zdAsor-�' o,(o (00 pp 5., f4C ,441,0 C:\Data\Wpw\Soils\Masters\Soil Hole Logs(Rev.1).wpd g . r ONSITE SEWAGE DISPOSAL PAG I °F Z SYSTEM DESIGN • -fly 3-3 -p7 Property Owner SO,c1k, Re,c rs System Designer M/cy4AE'L S. PEeitze--, Legal Description: Section (1 Township 27 Range ZVJ Subdivision Name Division Block. Lot(s) PARcei 702.1(-1300 f I. CALCULATIONS If for residential use: Number of Bedrooms: 3 x 120 G.P.D. = 360 total G.P.D. ` If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.B G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 0 square feet (total G.P.D. =-G.P.D./ft. squared) Trench or bed width 3 feet Trench or bed length I50 lineal feet (sq. ft. trench or bed width) li jE(IE il \FSii E 11 i II. APPURTENANCES Septic Tank Size tiOfO gallons ;8!4.R 0 7 2007 Pump Requirements (If Necessary) AilliSli!' 1INTIf ilril Elevation difference in feet Friction loss S 6 Gl /4 i Pump capacity should be G.P.M. at T.D.H. 14,-('LGl) L Number of doses per day fjA Dosing volume gallons Pump chamber size gallons . .. r `6 rri dF fig 1 s 1� ` r' StOD71�Y w i LICENSED DEMcNER H:\home\pincntr\infohlth\sewdsn i0" EXPI ES%!�;�'�om.cA.,, EXP}RES G6jtt3l PAGE z III. DRAINFIELD CROSS SECTION pq,eEL © �3�d� D FILL a- Drain PArck NATIVE SOIL A s i E IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth it to 36 inches B. KI. A. inches of drainrock below pipe C. >1 inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. N. N. inches of fill (if needed) jjjj' R. Trench width 36 inches $� ° � � r NOTES: pp i V.r fGtivYil �'wY J6 t1iiY✓3Y3 8a SRp ATTACH DETAILED DESIGN OF SYSTEM Stormwater Calculations 702IH30©1 IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) sq/ft Structures(all roof area) sq/ft Driveway sq/ft Driveway sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios _sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks ____sq/ft Other sq/ft Other sq/ft Total New sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* _ sq/ft *This amount will be used to check total lot coverage Please also indicate the amount of land disturbing activity, in addition to the creation of impervious surface,that will take place: LAND DISTURBING ACTIVITY Drainfield area cleared `$00 sq/ft Well,Structures,Utilities,etc. _ ___________sq/ft Driveway sq/ft Other sq/ft Total Land Disturbance __. ��©O sq/ft ,j w, � SEWAGE DISPOSAL.©ESIGN , ti '� ACCURACY NOTE Approves• ,r , -2, ,I' , / PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT AND ON i r /r / JEFFERSON COUNTY ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY LINES ARE BASED ON INFORMATON SUPPLIED BY THE CLIENT. THE 702143018 Date LOCATION OF PHYSICAL FEATURES IS BASED ON LOCATION WITH A TOPCON 8205A 5" ROBOTIC TOTAL STATION, HAND COMPASS AND A COMBINATION OF PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY N 1/2 S 1/2 N W SW e TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. 9.72 a. _ ., ,, ' t ` APPROXIMATE LOCATION „„------ — OF EXISTING WELL \ — - ■ ■ ■ APPROXIMATE MONTE CRISTO LANE PROPERTY LINES " .„)--- SEE SITE PLAN DETAIL SHEET "' " — ' / EXISTING GRAVEL DRIVEWAY \ FOUND STEEL I / � I POST FOUND STEEL FENCE POSTS. PROPERTY 702143001 / _ \CORNERS, PER OWNER. S1/2S1/2NWSW - \ N 9.67 a. I 1 1 06 I tal 1 N I I I I ,'iiI)1 / • I 1 I APPROXIMATE ,/�� / PROPERTY LINES 1319.98' ` / 1042.51 1 \ 1 ititti//i.= /i / OW . — — 702143C tta ? -'� NOTE ":413:-5 TAX 42 0‘t� , r., , �.. t \t . , `,,. THIS IS A PLANNING DOCUMENT ONLY A% PI!,��,,; A� NOT FOR CONSTRUC77ON UN71L tttt " BY THE HEALTH/DEPARTMENT q ( ` (�' .`�( v �` MICHAEL 8. DEENEY IR �(,hi �Y 1 1043.43' .4. DESIGNER t■ E lif XPIRES 06/18/07 I °77 ( � � o too March 02, 2007 5:17:24 p.m. 702143003 Drawing: HELGENS SEPTIC DESIGN.DWG.DWG SWSW(LS SWSWSW & '' © CREATIVE DESIGN SOLUTIONS 2007 E 331.64') SUBJ/EASE SCALE r ".ii 1+11Slir „ �����g 1)E1 REVISION DATE SEPTIC SYSTEM, PARCEL #702 1 4300 1 s ' CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PUN ' Septic System Designs, Permits, It Inspections SHEET 2 OF 7 I DATE: 3/3/07 FOR: JACK HELGENS \- P.O.BOX 2787,PORT ANGELES, WASHINGTON 98382 14(27-2W) CDS (800) 395-7298, (380) 457-8353, EMAIL: MIKE @CDS4YOU.COM r'DEPTH ��E rr DUE TO THE DEPTH TOGROUNDWATER THE SEPTIC TANK MUST BE PLACED AS SHALLOW AS POSSIBLE. 4" GSTP INSTALL TOP OF TANKS NO MORE THAN 12 INCHES BELOW GRADE, IDEALLY INSTALL INLET AND OUTLET PIPES NO MORE THAN 12 INCHES BELOW GRADE. �� / EXISTING GRAVEL DRIVEWAY 7 SEWAGE DISPOSAL DESIGN " APProv nstruction N LEGEND S 0 ate sA 1A EXISTING BACKHOE SOIL HOLE OBSERVED BY CDS ON 0 20 I 12/23/06. kiEOntiiiiiij S.T. PROPOSED SEPTIC TANK, SEE DETAIL FOR SIZE AND 3A SCALE IN FEET SPECIFICATIONS. PROPOSED 4"ASTM 030034,PVC GRAVITY SEWAGE TRANSPORT PIPE A/ T A'IMUM SLOPE. SEE "GSTP" IN GENERAL CONSTRUCTION NOTES. 1111 , FIR TREES 4" PVC TL 4" PVC "T/GHTLINE"AT 1X MINIMUM SLOPE. PROVIDE S4A 5 FOOT MINIMUM STRAIGHT RUN (NO ELBOWS) PRIOR MAPLE TREE • 0 • TO ENTRY INTO GRAVELLESS CHAMBERS. D" BOX DISTRIBUTION BOX. INSTALL ACCESS RISER WITH •• GASKETED BOLT DOWN LID TO FINISHED GRADE. CA \ �` 1 INSTALL LEVELERS ON ALL OUTLET PIPES. FOR �j j I PRESSURE DOSING SYSTEMS, INSTALL 90' ELL, 2009+ INITIAL & RESERVE v 1 }` TURNED DOWN, WITH OUTLET 2" FROM THE BOTTOM 1 OF THE D" BOX. DRAINFIELD AREA \ ; i ' ,o� 1,000 GALLON TWO COMPARTMENT t i I• S.T. SEE TANK DEPTH NOTE �I 4 1 t€ # t �� 1 ( 4" GSTP FROM 3 ii I € CEDAR BEDROOM RESIDENCE i },\ i 1 € TREE t t '„ / \\1/, ORIENT THE DRAINFIELD IN RELATION TO THE SOIL ' j 7A f \\\\ HOLES AND PHYSICAL FEATURES SHOWN AND PLACE FIR TREES -' t I I , / \\\ ' i PARALLEL TO THE CONTOURS (AT ALLOWABLE TRENCH �� I i i : I 1 PVC TL/ \\ +�}}=;!!!� .� DEPTHS SHOWN IN TYPICAL TRENCH SECTION A-A). , ! �� f\\\(j! fir,.r' D" BOX b• OW t 40 \\ 0 f-r �'/j USE 4 FOOT GRAVELLESS "INFILTRATOR" CHAMBERS (OR / �, vvvv����. 3;i 1✓ EQUIVALENT). •• )ArelgtO/Pialf / / / \\\\\ ���2 CONTRACTOR OSHA L MARK THE CENT TER OF THE SOIL THREE 50.0 FOOT GRAVITY DRAINFIELD TRENCHES AT 8.5 FOOT 0 I 5p ^Vr ∎ 6 /.. (MINIMUM) ON- RS LA .: : W/ \i MARKED WITH THE NUMBER OF THE RESPECTIVE SOIL PLATES. ALIGN PARALLEL WITH CONTOURS AND INSTALL 36 / • MICHAEL,$, DEE Z. HOLE. INCHES ALSO,PDRAINI FlELD STAKING SHEET ANDP7IP/CAL TRENCH �J20 ,r�'` y % /:TT /////////////////////////////////4I ANY CONTOUR LINES AND ELEVATIONS SHOWN ARE SECTIONS A-A & B-8. / / .r EXPIRES 08/18/07 BASED UPON AN ASSUMED DATUM. / 4s:,,A,::. / IPROVIDE TRAFFIC BARRIERS AROUND THE INITIAL AND *,r,' '` ��% / RESERVE DRAINFIELD AREAS SATISFACTORY TO THE \ NOTE HEALTH DEPARTMENT. C?,:J THIS IS A PLANNING DOCUMENT ONLY 4"_ r / �'. NOT FOR CONSTRUCTION UNTIL \ /r 017,W �, .E ;, / SEPTIC PERMIT IS APPROVED °-o ';.;::i 4">:%/ / BY THE HEALTH DEPARTMENT \ F � N,r'�/74 Ni �� �. ��• March 02, 2007 5:17:24 p.m. Drawing: HELGENS SEPTIC OESIGN.OWG.OWG Ji ` ©CREATIVE DESIGN SOLUTIONS 2007 E1 i b\ REVISION DATE SEPTIC SYSTEM, PARCEL #702 1 4300 1 f CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. flEENEY SITE PLAN DETAIL KR 0 7 )2117 ' Septic System Designs, Permits, d inspections SHEET 3 OF 7 I DATE: 3/3/07 FOR: JACK HELGENS 14(27-2W) CDS (800) 395-87298,7(380)457-8353,5 EMAIL:L: M KE @CDS4YOU.COM f/! v xi ©o o rro c O O =N I y `,J�/�„drrr'r t���C) -a Z 111 Vf • {/'�',Q'�r''i �I ri 0 �� Xk 1 5 *4--:%: ; ��� r„ n N $k.1 m � 'i'rr +1 iiiiill ni a • J JJ p N T'] $!:icf) �v I 1.• ■ rri ir-:r1‘ - I \0 �~ Tj -- \O�y :a I I( eR t '11:1!„'....1.:s:1::::::,......'‘..,t7i...„...:4 \VI' -,q.„.,..„,,.....„„:,, \ ilos), 1 _.\ \ j _ _►\O .......././0:::.4.. \ \\"�°. ! is t\\\\ 11 '''N.,,,,,,..Ar..... +0,114 .„ ..._—.... _.....- A)rri V‘.:::;116::::::!.:,.!.:Ii.:‘.....::::..i.::::, ':.".'::::::::::::.;k,. \\\\\:'—':: �-1 i - ..' 4.4 410. rn N Iv I I a• rn ", �r iv t.5.' ?lel) I : .�' 1. I. N n xi e ■ It. el ■ ''''''''''''''''''''"..,, . CSI:r.... ,..•)1? 4-0 frii" z�oo oa Lb Nv t*---....,..„.,,......: b s 17 ci S6 CD \ ` , n � /I - N O O q I O Z I _ 0 OO o o > SEE GENERAL CONSTRUCTION NOTES" FOR PVC THROUGH Pi .. CONCRETE WALLS. ALSO SEAL ' Z in WITH BENTONITE. TYPICAL FOR y 0 -1(4 INLET AND OUTLET It VI Z yOnN �-- ° N ril-iO2 .. t 111 O m o o o ' �liiliil ��,,, r ; q -� � 2 d/hh.4 , V 1 ZOO�� °� `• . " �.• •� , ' �; ! .. :'•p s.� III I`° co 03 �� ~ • L _c, � Znj0 . -- • O p OHO . n7 Raj 2 c) n7 t •:'�`••' "•R ,n2Tl -.— . 12� a W `C D ti �-ni \ 8" • •1 p n, IIIILL .' '. i O cz)N 4 O i C) f•') II t:, .,.II. O..._z :, co....4X CI) Y",. 4 .... - o : ng t r • . �za�oow ? � 2n V •c) R. 2p2 tea° `7 ` l LIQUID LEVEL Olt-p o : ° ` , o'y Q c� 30% TO 40% OF 0 ° Z p,, i f- p .� Z 2 LIQUID LEVEL . 1� y ` J co r-� T� Z - _ p 0 I-2r 03 n O O n0 �'•" 2 a rii . . .. ' 1.. SEE TANK DEPTH !i rti .ice �.:' `' ° ." • t F.; n I ' d •• } NOTE" ON SITE PLAN T "` ri c i • �� 1 OR SITE PLAN DETAIL r �1�7 ACC I111 O \ Oy I CO 111 • 2 ^i•l �2 \ �� 8" I I r 0 111 �t • q rn(,)2 O i 55 Z Co o� 2a' 1 ill i a P)rri of r d .. 111 a0 �•�� • . .. . s ' : is 2 v, rte • Iii .. r3 y r -� i':' y ni I. .•1 p� pn0 00 U n�� pb� 00� j °!ti a�� a �_� 2i� m �C C O r II 2 .. Z~ 220 ft.. co-- I �2 MCA n �0 I O.,, I n d �zp 4° -,a 0-,III o�0 0 O ov, v aO A O a : 1 ,q� �z =_ r...",•1 2 C rlJ °��z2i � r ill i 0� �r2p can ,,_,(r) (,-;?,,) 0 A �, _ �, �C X21 o 1. Za �p c za — 2 Dan =Z0 >� (:,s c. I �0 ycolll 0 ton O�• ^\ ,c, ti 0�2 FC _ r. a ` , � Z �oqoZE�o m oA olll m�� r. �N �+, r ,-),z , ��c mo oy �= p, v,� ,? o°c ��o o U 0111 Fmk 2 °� nr n�A a�;y o ci a) ,1$ 3. vo w� "III °�� �z c> 'r� .al' oa n = pny A i 18 111 �2 rn N r P 6c� \ _—III—II —111-111— I—III i —III= I(./) , .. 1. m -4 0 z III:.' .• 0 grOPA km, ..?.. <rr, A.., 0 r, 2� III—= i oA p �" CO a V q -.3.:3 6" IL NI ,11/4.I. CU ° III < 0. oo 2� O i� Pro J2" H p. Q crs 1117 -o�N'�j 0 �m� co" a v ` li r o 0 24"MIN. un P '11.-45 .�` % i ' co o � o III a ∎ . m ` „ '� "; f�141■ m :.0.S�' Ca M2°O 5av I a iz H H HIH yrS t m III ^1 m • "%V•,�;a -`"y m y� `' // . 111 i/////.yp a2...0 r-g,-qo-* on Dias t� Qz aI • am a V-)...0 n,00 o y2y III \ c-) Vs C 77,0' c • 2c2i z��2°�2 a °y = 4 V10 O <m Co "'� 'L3 �'" 's o%z ca z CI 111 1/ 7:;---- F w�— A, , SANDY LOAM BACKFILL. COARSER BACKFILL ORBIT UNDERGROUND PLASTIC VALVE BOX OR EQUIVALENT WITH MAY BE USED BELOW THE TOP 4". EXISTING GRADE TWIST LOCKING COVER. SELECT SIZE OF VALVE BOX TO PROVIDE BACKfILL WITH SUFFICIENT OPENING TO EASILY REMOVE PVC CAP. SAW OFF FINISHED GRADE 2" CROWN v 1/2"I BOTTOM OF BOX AS NEEDED TO WORK WITH FINISHED GRADE _III_ AND TOP OF GRAVELLESS CHAMBER. T —111E III= =III— — z = — III =III=III=III=III=III Q,I —III—III—III—III—III—III—III 2 1 1 1 1 1 1 CHAMBERS RAVELESS Y M• T CREATE LIFT—OUT HANDLE _ USING 3/4" PVC TEE. 4 Z : 11110111 REMOVABLE PVC CAP. to NI SAW CUT N PORT FOR FEASY REMOVAL OF CAP. �I PVC PLUG III — ATTACH MONITORING PORT TO GRAVELLESS - —III—III—III-111— — CHAMBER IN A MANNER TO REMAIN SECURE PVC MONITORING PORT (4" MINIMUM). AND ENSURE SLL BACK INTO THE CHAMBER. M FOR PRESSURE DISTRIBUTION SYSTEMS, ORIFICE DRAINS BACK INTO 7Hf CHAMBER. SIZE AND POSITION PORT SUCH THAT TOP OF GRAVELLESS ORIFICE SPRAY DOES NOT HIT THE CHAMBER 36" TYP. PORT SIDE—WALLS. *SEE TYPICAL TRENCH SECTION 8-B & GENERAL CONSTRUCTION NOTES. GRA VEL L ESS CHAMBER TYPICAL TRENCH SECTION A-A 1//, OBSERVATION PORT DETAIL NO SCALE \\\\\\\\\ :E` NO SCALE ir ...4 / ! \ ! ITT" , n� \0 �,* !}1�`�I` ' p'� ✓SWAGE DISPOSAL DE� \\\` r . a� w'✓�` A��rov Stt'IIC a. NOTE o + Dade 41 MICHAEL 8. DEENEY NNEY iviiiiii,,,w .y.wiiii//iiiiiiil i EXPIRES 08/18/07 INSTALL OBSERVATION PORT WITHIN 10 FEET OF EACH END OF THE GRAVELLESS CHAMBER TRENCH. SEE GRAVELLESS CHAMBER OBSERVATION PORT DETAIL". 50.0' 12" HIGH BY 36" WIDE GRAVELLESS CHAMBERS SEE SECTION A—A EXISTING GRADE FOR TRENCH DEPTH. —III—III—III— i -III-III-III-III-III-III-III- I I- I - I - - - -II - - - III=III=111=1=III=III=III=IIi=III= ' III=III=111=II1= I /4 LOCATOR REBAR SPLASH PLATE (FROM GRAVELLESS 1 3" BELOW GRADE. CHAMBER MANUFACTURER) 1 8 F LOW #4 LOCATOR REBAR_7" III—III—III—III—III—III—III—III—III—III II—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III=ITT=III=111=111=11T=1II=III=111=11 3" BELOW GRADE. _� #4 LOCATOR REBAR 3" BELOW GRADE. *SEE TYPICAL TRENCH SECTION B-B & GENERAL CONSTRUCTION NOTES. Ri E Lt v (li XREF.• LATA1IG, OPLAT2B, TYPICAL TRENCH SECTION B-B ;;. 7 L 7 LATB11 G March 02, 2007 5:45:15 p.m. NO SCALE Drawing: DTLLATAA.DWG.DWG © CREATIVE DESIGN SOLUTIONS 2007 <1 +�e� � 1 TYP. LAT. SECT. A-A & B-B OBSERVATION PORT DETAILS ® i CREATIVE DESIGN SOLUTIONS REVISION DATE GRAVITY GRAVELLESS CHAMBER ' , Septic System Designs, Permits, It Inspections DRAWN BY: MICHAEL S DEENEY SHEET 6 OF' 7 � DATE: 3/3/07 FOR: JACK HELGENS ® P.O.BOX 2787,0) 4T ANGELES, WASHINGTON DS4YO T¢(!27_21V� �S (800) 395-7296, (380) 457-8353, EMAIL: MIKE@CDS4YOU.COM S`77"J,A E DISPOSAL DESIGN I.. ' �l GV OC 5f.1 uciiun GENERAL CONSTRUCTION NOTES ©atc L SETBACKS FUR ALL SYSTEM COMPONENTS SHALL MEET CURRENT 7, PIPE SPECIFICATIONS 12. CONSTRUCTION EQUIPMENT AND STOCKPILING WASHINGTON STATE WAC REGULATIONS FOR ON-SITE SEWAGE SYSTEMS, ALONG WITH ALL APPLICABLE WASHINGTON STATE GUIDELINES, AND SEE PLANS AND CONSTRUCTION DATA FOR TYPE OF PIPE REQUIRED FOR DRAINFIELD - THE CONTRACTOR SHALL KEEP ALL UNAPPROVED CURRENT LOCAL HEALTH DEPARTMENT / DIVISION REGULATIONS AND VARIOUS SYSTEM COMPONENTS, THEN REFER TO FOLLOWINGS CONSTRUCTION EQUIPMENT AND STOCK PILING OF CONSTRUCTION WRITTEN POLICIES, DR AS SHOWN IN THESE PLANS, WHICHEVER IS MATERIALS OFF THE PROPOSED DRAINFIELD AND DRAINFIELD RESERVE MORE RESTRICTIVE, x CLASS 200 PETP, GASKETED JOINTS AREAS AND 30 FEET DOWNSLOPE OF SAID AREAS. UNLESS THE DESIGNER DETERMINES THAT THE AREA IS TOO WET FOR 2. THE CONTRACTOR SHALL ENSURE COMPATIBILITY BETWEEN RESPECTIVE 2 INCH AND LARGER CLASS 200 PVC PETP SHALL BE EQUAL TO PVC CONSTRUCTION, A BACKHOE WILL BE ALLOWED IN THE INITIAL SUPPLIERS PRODUCTS (TANKS/RISER, ETC. ). PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE DRAINFIELD CONSTRUCTION AREA (NOT IN RESERVE AREA OR WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL CHLORIDE PIPE DOWNSLOPE) AND TRACK TYPE VEHICLES WILL BE ALLOWED IN ALL 3. USE OF 'EQUIVALENT' PRODUCTS MUST BE APPROVED BY THE (PVC). ALL PVC PIPE JOINTS SHALL HAVE INTEGRAL BELL WITH AREAS. DESIGNER. FLEXIBLE GASKETED JOINTS IN CONFORMANCE WITH ASTM D3139 AND F477. ALL PVC PIPE JOINTS AND FITTINGS SHALL CONFORM MOUND SYSTEM - SEE MOUND DETAIL SHEET NOTES. 4. CONCRETE TANKS WITH ASTM D2466 AND D2564. GASKETED JOINT PIPE IS NOT ALLOWED IN PUMP OR SIPHON CHAMBERS. 13. CONSTRUCTION INSPECTION ALL CONCRETE TANKS SHALL BE MADE WATERPROOF. ' CLASS 200 PETP, GLUED JOINTS THE CONTRACTOR SHALL NOTIFY THE DESIGNER A MINIMUM OF 1 WEEK A CAST IN-PLACE RUBBER GROMMET WILL BE USED WHENEVER A PRIOR TO THE INTENDED DATE FOR COMMENCEMENT OF CONSTRUCTION PVC PIPE PASSES THROUGHT A CONCRETE WALL. 1. 5 INCH AND SMALLER CLASS 200 PVC PETP SHALL BE EQUAL TO AND 48 HOURS MINIMUM PRIOR TO THE FOLLOWING STAGES OF PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN CONSTRUCTION (MARKED WITH AN 'X')' THE SAND FILL SHOWN BELOW ALL TANKS SHALL BE WELL GRADED, CONFORMANCE WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL __ PRE-CONSTRUCTION MEETING ON-SITE WITH DESIGNER AND PASS 100% THROUGH THE 1/4 INCH SIEVE, AND PASS LESS THAN CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS AND FITTINGS INSTALLER. 10% THROUGH THE 200 SIEVE. THE SAND FILL SHALL BE COMPACTED SHALL CONFORM WITH ASTM D2466 AND D2564. __ LAYOUT/STAKING OF THE DRAINFIELD LATERALS. IN 6-INCH MAXIMUM LIFTS TO 95% MINIMUM RELATIVE DENSITY PER __ PLOWING OF THE MOUND OR GLENDON BIOFILTER SITE (THE ASTM .01552 ALL TANKS SHALL HAVE SAND FILL PLACED IN THE x SCH. 40 PETP, GLUED JOINTS DESIGNER SHALL BE PRESENT DURING THE ENTIRE PLOWING SAME MANNER. ALL PROPRIETARY DEVICES SHALL BE BEDDED PER PROCEDURE). MANUFACTURER'S RECOMMENDATIONS. SCHEDULE 40 PVC PIPE SHALL BE EQUAL TO PVC PIPE __ EXCAVATION OF SAND FILTER BOX OR GLENDON BIOFILTER MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE WITH BASIN (JUST BEFORE PLACING PVC LINER). BACKFILL AROUND ALL TANKS SHALL BE PLACED IN 12 INCH MAXIMUM ASTM D1785 SCHEDULE 40 POLYVINYL CHLORIDE PIPE (PVC). ALL __ EXCAVATION OF DRAINFIELD TRENCHES OR BED. LIFTS AND COMPACTED TO 85% RELATIVE DENSITY PER ASTM D698. PVC PIPE JOINTS AND FITTINGS SHALL CONFORM WITH ASTM D8466 __ EXCAVATION FOR ALL TANKS. 5. DRAINROCK SPECIFICATION AND D8564. __ PLACEMENT AND COMPACTION OF ALL FILLS. __ PLACEMENT OF ALL TANKS. m FLEXIBLE PVC HOSE LEAK TESTING OF SAND FILTER PVC LINER. DRAINROCK SHOULD BE DURABLE AND RESISTANT TO SLAKING AND X PRESSURE TESTING, THE SYSTEM SHALL BE COMPLETE AT THIS DISSOLUTION AND MUST BE WASHED AT LEAST ONCE TO REMOVE ALL FLEXIBLE PVC HOSE SHALL BE AS PROVIDED BY ORENCO SYSTEMS, STAGE OF INSPECTION EXCEPT DO NUT FINES THAT COULD CLOG THE INFILTRATIVE SURFACE, IT SHALL BE INC., OR EQUIVALENT, AND SHALL BE RATED FOR A MINIMUM OF E-L4MXR'S-8R PLACE BACKFILL OVER THE TRENCHES / BEDS. FREE FROM ORGANIC MATTER, SOIL, AND ANY MATERIALS USED FOR 125 PS I (EQUIVALENT TO 270 FEET OF STATIC HEAD). SEPTIC TANK, THE MAKING OF CONCRETE. DRAINROCK SHALL BE 3/4 TO 2-1/2 L*^''^ ^4N °� 4 ^*'•rte"• EXCEPT FOR SAID INCHES IN DIAMETER, WITH NO LESS THAN 100% PASSING A 2-1/2 x GSTP - GRAVITY SEWAGE TRANSPORT PIPE GRAVCLLCSS CIIAUBERS-AND BACKFILL, ALL SYSTEM COMPONENTS INCH SIEVE AND NO MORE THAN 5/. PASSING A 1/2 INCH SIEVE BY SHALL BE IN-PLACE AND FUNCTIONAL AT THIS TIME (INCLUDING WEIGHT. GSTP SHALL BE EQUAL TO PVC PIPE MANUFACTURED BY PACIFIC L&I INSPECTION AND APPROVAL OF ELECTRICAL), PRIOR TO WESTERN PIPE IN CONFORMANCE WITH ASTM D3034 POLYVINYL THE" PRESSURE TCST TIIC CONTRACTOR SHALL PRESSURE TCST AND 6. THE SAND IN INTERMITTENT SAND FILTERS, OPEN BOTTOMED SAND CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS SHALL HAVE ADJUST TIIC SYSTCH TO SPECIFICATIONS. THE CONTRACTOR SWILL FILTERS, MOUNDS, AND SAND-LINED DRAINFIELD TRENCHES MUST MEET INTEGRAL BELL WITH FLEXIBLE GASKETED JOINTS IN CONFORMANCE WAFER IN THE APPROPRIATE TANK(S) ONE OF THE FOLLOWING GRADATION SPECIFICATIONS FOR EITHER ASTM WITH ASTM D3212 AND F47Z PVC FITTINGS SHALL CONFORM TO FOR PRESSURE TESTING OF THE SYSTEM. C33 SAND MEDIA FOR FINE AGGREGATE OR 'COARSE SAND MEDIA'. ASTM D2466 AND D2564. ,x FINAL INSPECTION OF COMPLETED SYSTEM. THIS MEDIA CAN BE COMPRISED OF EITHER MINERAL SAND OR EQUIVALENTLY SIZED CRUSHED GLASS. 8. ELEVATIONS OF LATERAL PIPING, INFIL TRATIVE SURFACES (TRENCH / C.NDATAWPAcwvTES\GEMeRAL CONSTR. MITES.rxr BED BOTTOMS, ETC. ), AND TOP DF RIM ELEVATION FOR GLENDON PARTICLE SIZE DISTRIBUTIONS BIOFILTER BASINS SHALL NOT VARY BY MORE THAN 1/2 INCH ALONG EACH RESPECTIVE PIPE, SURFACE, OR RIM. PERCENT PASSING SIEVE PARTICLE ASTM C33 COARSE SAND 9. ALL CONSTRUCTION MATERIALS SHALL BE STORED AND INSTALLED IN A SIZE SAND MEDIA MEDIA CLEAN MANNER (PIPING, REBAR, ETC. SHALL BE SUPPORTED ABOVE GROUND PRIOR TO INSTALLATION). ALL LATERAL ORIFICES SHALL BE 3/8' 9, 50 nn 100 100 DRILLED AND CLEANED OF ALL BURRS. ALL SYSTEM COMPONENTS AND Na 4 4. 75 nn 95 to 100 95 to 100 PIPING SHALL BE THOROUGHLY FLUSHED AND CLEANED PRIOR TO NO. 8 2. 36 nn 80 to 100 80 to 100 PRESSURE TESTING. UNLESS IT IS BEING WORKED ON AT THAT NO. 16 1. 18 nn 50 to 85 45 to 85 MOMENT, ALL PIPE OPENINGS SHALL BE COVERED SUFFICIENTLY (TO NO. 30 0. 60 nn 25 to 60 15 to 60 DESIGNER'S SATISFACTION) TO PREVENT THE ENTRANCE OF NO. 50 0. 30 mm 5 to 30 3 to 15 UNDESIRABLE MATERIALS (SOILS, CONSTRUCTION DEBRIS, ETC. ). NO ,``0114- ND 100 0. 15 nn 0 to 10 (Prefer (4) 0 to 4 ORGANIC MATERIAL WILL BE ALLOWED IN ANY OF THE FILL MATERIAL, NO. 200 0, 075 mm 0 to 3 (Prefer C) C33 SAND, OR DRAINROCK SPECIFIED ON THESE PLANS OR IN THESE `� 10,,, NOTES. . ,... ADDITIONAL SAND MEDIA SPECIFICATIONS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE `\��` " ./t COMPLETE SYSTEM (INCLUDING MECHANICAL AND ELECTRICAL ITEMS) �V 1 o,� ,-4,,,, ASTM C33 SAND MEDIA COARSE SAND MEDIA AND ENSURING ALL ELECTRICAL COMPONENTS MEET ALL CURRENT STATE t0 4 7. AND LOCAL REGULATIONS �� !' .� fi/NjivElf \ x NO MORE THAN 45% RETAINED x EFFECTIVE PARTICLE `% r r� r `� t BETWEEN TWO CONSECUTIVE SIEVES. SIZE (D10) ) 0. 3nn 11. THE CONTRACTOR SHALL DOCUMENT ANY AND ALL CHANGES IN OR 1� �' II �� �} x FINENESS MODULES FROM 2. 3 to 3. 1 �r UNIFORMITY COEFFICIENT DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITH APPROVAL 0% 5'4n0 its N NO MORE THAN 3% OF THE MATERIAL (D60 / D10) ( 4. 0 DATE AND AUTHORITY FOR SAID CHANGES. THIS INFORMATION SHALL \� V SHALL PASS THE Na 200 SIEVE. BE FURNISHED TO THE DESIGNER IN CLEAR LEGIBLE NOTES OR ON 4 MICHAEL S. DEENEY x FILTER MEDIA MUST WASHED. COPIES OF THESE PLANS AND/OR CHANGE ORDERS PRIOR TO APPROVAL DE8q7�. �\ -.rA` 7 2C 7 FOR FINAL PAYMENT. THE CONTRACTOR SHALL ALSO, AT THE j,�������„��/��„�„��/,����„s��!I COMPLETION OF CONSTRUCTION, SUPPLY TO THE OWNER ALL EXPIRES 06H8/07 MANUFACTURER'S DATA DN SYSTEM COMPONENTS March 02, 2007 5:25:39 p.m. © CREATIVE DESIGN SOLUTIONS 2007 Drawing: DTLCNMST.DwG.DWG V I , ' i 11 REVISION DATE SEPTIC SYSTEM - GENERAL CONSTRUCTION NOTES M CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY ' , Septic System Designs, Permits, L Inspections SHEET 7 OF' 7 ( DATE: 3/3/07 FOR: JACK HELGENS 14(27-2149 O.BOX , (360)PORT 457-6353,ANGELES, WASHINGTON DS4YO ( ) cos`�s (800) 395-7296, (380) 457-8353, EMAIL: MIKE @CDS4YOU.COM T , SEWAGE DISPOSAL DESIGN Approve+ D.. truction -- . Date iR tee... t . CEJi vJh, 'l _,. 1 ,, 1‘11;4',P3 0 7 2UC 714 , , , { ../. 11\IIi '$ 1 ill 73.,M16/64 7114ro41 — .. 7 I5 f °` . l \. ' 7TQ1 71214 f12 ''4782132032 / 71 S at III atilt 7o2tamo 7.62131426 % WO.-- ,.w_,_,. .. CEMETER RD �,, \ ' fit; t �s a� z, ': AA y., Tact Il \ ` 7 toll* 1 , Y 1 \\\\jam f iG /� 762/43406 1 76/t4,4663! 76L I y�\net t3303 r \\\� r.Y��F`�... �y/� g \\\ ��� 9 j 'a3 t} 7ffi.2'133Cbi:S .r''w ,.�.. a -,.�. \\ ,, I *` 1 '7PROJEC 1\ - 1 11 % , . - . -71 \\ DEENEY`\ i MICH EL S. DE Y �+G 7 li y '� zy ::\` , % =. Ir 'r;r ► DE: cT1- I\ , EXPIRES OS/18/07 I 7132 & 'E'0 r,--1',, ` _-._.3. �`t,• la 1 rapx�;as 2a3e ;t 1 IxW«; 7 7o7sr MONTE CRISTO LN. 1440111 , •.,.- _`_` 74 l - `.. 71171 r 7rt�722 ' 7@7133U117, NOTE 1 762143631 767743646 ! "-'-. _ ¢ 7,3671 b2�t to s THIS IS A PLANNING DOCUMENT ONLY.._.7 .14 702'8 '72 3 �«4374/306/16 66616totar L NOT FOR Ccuti aziat UNAt e4at2s is 7W/44014 7112144 15 7 99 45 # 4, SEPTIC PERMIT IS APPROVED 7627433/4 7wxa43o 3 71x7 2a44 Ia 1 ig sr_..__. s BY THE HEALTH DEPARTMENT 1 - 1 a - ; � v 1 334434 732/33663, 348164633 ;� ' 70.27641462 REEVES EXCAVA7NG I 742144612 DIRECTIONS TO SITE '" ,,. m a 1 SOUTH ON HIGHWAY 101, RIGHT ON CEMETARY RD. (JUST NORTH OF QU/LCENE), RIGHT ON MONTE 762/4 36% 7wtt 1 7s32a4 zs 71s214 a ' 7671 7677433/6 7 ( CRISTO LANE. PROJECT SITE IS TO SOUTHWEST OF It T072144�13 r°—` TH 90 DEGREE TURN TO THE RIGHT APPROXIMATELY 1/4 ualewa ue+ r I 744) MILE UP MONTE CRISTO LANE. 3334/376441 353 * 1 asst L N VICINI MAP RECEit1 V PARCEL 01 LOCA IN SECTION 14, TOWNSHIP 27 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON. March 02, 2007 5:17:24 p.m. y Al:! y 7777 Drawing: HELGENS SEPTIC DESIGN.DWG.OWG © CREATIVE DESIGN SOLUTIONS 2007 REVISION DATE SEPTIC SYSTEM, PARCEL 702 1 4300 1 � ��' i��l� �_ ', CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY V/C/LAITY MAP �c CONSTRUCTION DATA a Septic System Designs, Permits, d inspections SHEET 1 OF 7 � DATE: 3/3/07 FOR: JACK HELGENS P.O.BOX 2783, PORT ANGELES,WASHINGTON DS4YO 14(27-2W) ('�$ (800) 395-7298, (380) 457-8353, EMAIL: MIKE @CDS4YOU.COM ,