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HomeMy WebLinkAboutSEP2007-00345 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERM IT APPLICATION ? =-1 PROPERTY OWNER Stanley Kropf I 1 MAILING ADDRESS 337 E. Beardsley Ave. OCT 2 2 ZOO] ✓` Elkhart, IN 46514 PHONE (574)262-8880 I )i_°NTy SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296 - ", 4 rLOPMENT _ LEGAL DESCRIPTION: Section 13 Township 30 Range 2W PARCEL#940500042 Subdivision Name Cape George Village Division 3,V.4 of Long Plats, Pq.60 Division 3 Block Lot(s) 43 Site address/Directions to site South on Cape George Rd., right on Ridge Dr., right on Hemlock Dr., subject property is on ri•ht.ust before#151` emlock Dr. - I :Aa 1. SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New X Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair SITE SIZE 12,599 sq.ft. SYSTEM TYPE Partial Repair (tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area ,. Yes#SEP 03-00274 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.45 galisq.ft./day Drainfield Length N.A. ft. Trench/Bed Width N.A. ft. Trench/Bed Depth N.A. in. Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal. TYPE OF SYSTEM Glendon Biofilter 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 as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the 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 . Appeal — A 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 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 later obtain permission to build a permanent residence or other structure on this parcel. Any f ap lication will be separately judged by the rule and laws in effect at that time.C -Plkaki,UtV 1 04 eto o operty Owner Signature Date I q FOR OFFICE USE ONLY Pl hO 1 PARTIAL t\l04� 1 ASBUILT 411/1t1 FINAL , /t APP'O ED - INSP/PUMP TEST.S , i q I i') PUD (O t [ I Cc/ ,2? 2? ALL HOLD REQ. MET 384:5s p�,� Date .` Fee 546 Rec# Ji Check# Case#SEP 01 - 3461 \\Mike2\c(mike2)\Data\Wpw\County&State Forms\Jefferson\Septic Permit Forms\Glendons\Kropf,Stanley,Parcel#940500042.wpd SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT #: SEP07-00345 Date Received: 10/22/07 SITE ADDRESS: HEMLOCK ST Date Issued: 06/24/08 Date Expires: 06/24/11 APPLICANT: STANLEY E KROPF PHONE: 574-262-8880 MARLENE Y KROPF 337 E BEARDSLEY AVE ELKHART IN 465142765 SUBDIVISION: CAPE GEORGE VILLAGE DIV 3 BLOCK: LOT: PARCEL#: 940500042 Section: 13 Township: 30N 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 co • ied 8.15 ended per ordinance no. 08-0921-00. This permit may not be renewed. , Jefferson Co my Environm tal Health Specialist The property owner is responsible for the accurate location of all property line .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 or tank 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: 280-GLENDON BIOFILTER No. of Gallons per Day: 240 Type of work: NEW Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL-PERMIT NO.: SEP07-00345 1.) If the existing drainfield is encountered during installation measures must be taken to prevent effluent from migrating into the existing drainfield laterals 2.) Septic tank and pump chamber to be water tight. Extra protection(i.e. Bentonite)to be used around inlet, outlet, and risers due to high water table. 3.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 4.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 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.) 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 PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 7.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 8.) Dry season installation required. 9.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 10.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 11.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 12.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department.The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 13.) Contact designer prior to installation for staking of drainfield area. 14.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 15.) 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. 16.) 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. 2 of 3 I:\F_SEP_Permit.rpt 11/22/19 17.) 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. 3 of 3 11/22/19 I:\F_SEP_Permit.rpt JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT For RECORD DRAWING Designer /'4/ Permit# SEP 07- d d 34 5 Installer 27CN 7" 9/`x'71-//../ Parcel # 940 3-400 O4 Electrician MAY 9 9 2014 Design Flow Z.0 Property Owner S r,9^/ f-' k'/ ,t' Site Address / 7/ /7/5/'/Z 7C Pie.1 P0127— re:9 rewsz,U12), (A/4 96'3tng Answer all questions or indicate NA Tanks, Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) /000 6.4Z. zco/1-r w/130/cGLFS-ecX//rLer,A7G7 -z Pump chamber (manufacturer,size) leer 6.4 Screen(s)and/or Pump Shroud (type, location) re//r V Lt W/>'h/ Were Tanks tested onsite for water tightness? Yes e• Panel Model A 2 4V'02X .z.P 56 Timer Model AePO 96t/oP)e Pump 1 - Man./Model OW-lee 'A-1z0.052i Flow Rate it? gpm /6 Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank ZZ° Float settings (above bottom of tank) /transducer settings Timer Functions: (above bottom of transducer) On/off- e9.9 On - Ss- eG Veto 20,%' Off- s-rac Alarm - Zo.q Veto On - "&—s E Storage Above High Water Alarm 2 7e, gal. Veto Off- /gv'f/.v 5v sire- Dose Counter Reading 3 z Z v1>,,.5 #gallons/dose 1, low Elap. Time Meter Reading /4Mriv 3/s4rc, Pump Throttled? Yes/ No Dose Drawdown (in inches) 0,-00 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\Atternative sys ASBUtLT 2010-2.FRM.wpd 10/29/13 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) MAY 2 9 Alarm tested Yes / No 204 Disinfection Unit(manufacturer, type, model) Independent Alarm Yes / No Drainfield -E� � t- Transport Pipe Size/Sch. 'I �=eY 4o tv Size/Sch. ///SCa4 40 /1- Z5--0/3 Orifice Diameter Lateral Size/Sch. Barrier Material Cover Material/Depth 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 ft Width ft Depth 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 Aguaworx panel settings: SWarn at ,ZBios at 07 , Autoclear set at Z2- doses min-sec. $frtG / /LL E_ 3:-.2IZ/oZ 7© /.c.'.s cri,,..6 Health Department Inspection issues resolved Yes /No/ NA If yes how? Users Manual Provided to Homeowner W/7-1# Date Tank/component Decommissioning Report Attached a No / NA Installer Certification attached/signed Ce�/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection(with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed(no backfill,except over transport pipes),and final inspection of the completed system (with exceptions as noted, if any). To the extent revealed by these periodic inspections,the system complies with all the conditions noted in the permit as approved by Jefferson County f —Z4 -0E3 (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. 6.?", 5100110 Designer Signature Date License# C:\Data\Wpw\County&State Forms\efferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 10/29/13 page 2 of 2 N_ C_ Oxb A < c) 0 c N P m * Z �0 a Z °N o ma o ° -c Z o O ° ($)!) co P ' 2Q c.,2 Sn o•n•, O ,v o a ,✓ / N 3+ 2 p� ci �+" cz, 2 A �- D CA OC b0 ant 2 i --� N) ri .a g o� is -' •• ' -, ,.---�• Ec_, a. 0 C --'' 2W Z 0 / o Q y • ,:)z a o ---'- �� / r M o t ----- -- \ i --- / ' C) n - A Z V 1 n� �r�•0?C v-a. ]�z-1( . 1(1, �J-- -~' -� 01111 . • �,, 0. // r.o£ ` Z / �° % T 'An d ^ • tni V O�Z s �n cZi / `% // \\\ ry 00. •tt ;gyp �2� � ' / • �{�j 2Z -.� 01\ ' / > 5 Z. o _ :::"S.11111r % ii, CP\ a o i" %IN % VI. 4,2 0 •v`� O z, , % -- % 4Dy iliNib, 0 0. 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LEGEND i EXISTING GARAGE i 1 . • SEE LEGEND ON SHEET 1 4 t0 20 EXIST/NG EXISTING STORMWATER SCALE IN FEET CONCRETE c "' '7 DRAINAGE DITCH } SLAB / i • 1441 i 49Q LOCATION OF EXISTING rr DI?A/NFIELD LINES PER �E► • E 9 ■ SEP78-00003. \ OcISpRG N1AY _ 'N 6.811.0,..- 0°' 1�. 499 // 1.*: 30 9-.-: ....-.\: RECEIVED la EXISTING CULVERT l ... "s.w `- 67.2 JUN 02 2008 i J i \\I\ .. r" \ \ 4¢ ,� ��� 502 Jefferson County � , ♦ Environmental Health \ �A/ `♦♦♦ fi �,> i 503 h�/ \ • /♦ ' / / F f \ i v f, t EXISTING STORMWATER \ 9�f/ /�/ 6O�r DRAINAGE DITCH to\k c\j /! N N °"\EXISTING ELECTRIC METER BASE N k9' \ / / / c:10.0. i to / /� \ \ .. \5-' / / z' %/ EX/SANG CONCRETE SLAB 6• W ``I//�` / \ \ \ / 5 9�,5..... t`1 �, i(III ek' f 130' ,�� 773M * / .ww• ..../ 0,* , 4,-. r" EXISTING CULVERT ° $o I / OS �0n ,�\ 'dN • 50 GE'CUSP ®*:�v ,,1�� 6100 \ \ c��NQ \leu{OC r" I • 4� MICHAEL S. DEENEY 0a� EXPIRES 06/18/08 \ NOTE: EXISTING STORMWATER N THIS IS A PLANNING DOCUMENT ONLY DRAINAGE DITCH NOT FOR CONSTRUCTION UNTIL May 30, 2008 3:48:57 p.m. SEPTIC PERMIT IS APPROVED Drawing: KROPF SEPTIC DESIGN (REV. 3).DWG.DWG BY THE HEALTH DEPARTMENT © CREATIVE DESIGN SOLUTIONS 2007 ; REVISE RESERVE AREA TO DRIPLINE 5/30/08 SEPTIC SYSTEM, PARCEL 940500042 CREATIVE DESIGN SOLUTIONS REVISION DATE SITE PLAN STAKING SHEET ' — Septic System Designs, Permits, & inspections DRAWN BY: MICHAEL S. DEENEY s SHEET 3 OF 7 I DATE: 10/02/07 FOR: STANLEY KROPF P.O.BOX 2787,PORT ANGELES, WASHINGTON 98362 13(30-2W) (x$ (800)395-7298, (360)457-8353, EMAIL: MIKE@CDS4YOU.COM _ m O o R. SEE "GENERAL CONSTRUCTION r m > < ��.°o• NOTES" FOR PVC THROUGH ZN ° i CONCRETE WALLS. ALSO SEAL O o WITH BENTONITE. TYPICAL FOR A Z C°"rry n v• INLET AND OUTLET ` Rl�p Z n ��' 'I r— p : �v• 'O*1 r'torn �o XI/ ��/1111111 ,1 , v ,1j o" N a�%1%r/(� it 71 /��/1/,It 11 + II Ni -55 Z o Z .i '• •.• ♦ •' .b.•`. .• .•p i e. 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BLEND INTO I FILL WITH ADJOINING M31 UNITS (SEE I SITE PLAN OR SITE PLAN DETAIL). • tti 0 I 35'± ANGLE OF REPOSE, TYPICAL, N 19.0' ALL SIDES Op 44, N - --4.5' 1.. .1 10.0' 4.5' — ____I ■ r-- I 4 —_ __ I EXISTING GRADE 1 h I I o cc; I .. I I I • . I I I I I I in I I EXISTING GRADE ri I 6.0' I I I EDGE OF REQUIRED I I ABSORPTION AREA I I SECTION A—A NO SCALE A C NOTE GLENDON BIOFILTER M31 UNITS PER t+U/% TECHNOLOGIES,ES,TINC.GUIDELINES IONSAND GLENDON BIOFILTER tt++ ,/ ����ESZGN ++++‘‘,45'°- '7 ir PLAN VIEW — M31 UNIT , p s 0 &oil ,"F NO SCALE S ®ve C�Ii / ' p,0 N. t�` tp d PPS r,, to ,,l,;, .�;? f - \ .r a `+ttttt MICHAEL 8 DEENEY `1'- _ '��;4 : ; i tii LICENSED DE: C �- N ,, I H I /////,///////„////////////// OCT 2 2 2007 $ � 1 EXPIRES 06/18/08 October 02, 2007 6:01:11 p.m. Y Drawing: KROPF DTLGLENDONMST.DWG.DWG v l%t LOP MENT Q CREATIVE DESIGN SOLUTIONS 2007 TYPE 4 SOIL AT 0.45 GPD/SQ. FT FULL AREA >5% SLOPE GLENDON BIOFILTER DETAILS - ) CREATIVE DESIGN SOLUTIONS REVISION DATE DRAWN BY: MICHAEL S DEENEY "14 PLAN VIEW do SECTION A—A Septic System Designs, Permits, & Inspections P.O. BOX 2787, PORT ANGELES, WASHINGTON 98382 SHEET 6 OF 7 ' DATE: 10/02/07 FOR: STANLEY KROPF 13(30-21V) (,DS (800) 395-7298, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM - • GENERAL CONSTRUCTION NOTES 1. ALL SYSTEM COMPONENTS SHALL MEET THE SETBACK REQUIREMENTS SET 13, PIPE SPECIFICATIONS 16. CONSTRUCTION INSPECTION FORTH IN THE CURRENT WASHINGTON STATE WAC REGULATIONS FOR ON- SITE SEWAGE SYSTEMS, 'RULES AND REGULATIONS OF THE STATE BOARD SEE PLANS AND ATTACHED CONSTRUCTION DATA FOR TYPE OF PIPE THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 48 HOURS OF HEALTH', CURRENT LOCAL HEALTH DIVISION/DEPARTMENT REGULATIONS, REQUIRED FOR VARIOUS SYSTEM COMPONENTS. THEN REFER TO MINIMUM PRIOR TO THE FOLLOWING STAGES OF CONSTRUCTION (MARKED OR AS SHOWN IN THESE PLANS, WHICHEVER IS MORE RESTRICTIVE. FOLLOWING. WITH AND 'X')' 2. THE CONTRACTOR SHALL COORDINATE BETWEEN PRODUCT SUPPLIERS TO PETP - PRESSURE EFFLUENT TRANSPORT PIPE NOTIFICATION OF THE DESIGNER 1 WEEK PRIOR TO ENSURE THAT THEIR RESPECTIVE PRODUCTS ARE CONSTRUCTED TO BE COMMENCEMENT OF CONSTRUCTION. COMPATIBLE WITH EACH OTHER. x CLASS 200 PETP, GASKETED JOINTS _ LAYOUT/STAKING OF THE GLENDON POD TANKS. 3. 'EQUIVALENT' PRODUCTS MAY BE SUBMITTED TO THE PROJECT ENGINEER 2 INCH AND LARGER CLASS 200 PVC PETP SHALL BE EQUAL TO FOR CONSIDERATION. PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN PLOWING OF THE GLENDON BIOFILTER SITE & ASSOCIATED CONFORMANCE WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL AREAS AS SHOWN ON SITE PLAN AND/OR SITE PLAN DETAIL. 4. CONCRETE TANKS CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS SHALL HAVE INTEGRAL BELL WITH FLEXIBLE GASKETED JOINTS IN X INSPECTION OF 'RIM' ELEVATIONS. ALL CONCRETE TANKS SHALL BE MADE WATERPROOF. CONFORMANCE WITH ASTM D3139 AND F477. PVC FITTINGS SHALL CONFORM TO ASTM D2466 AND D2564. X PRESSURE TESTING. THE SYSTEM SHALL BE COMPLETE AT A CAST IN-PLACE RUBBER GROMMET WILL BE USED WHENEVER A THIS STAGE OF INSPECTION EXCEPT FOR BACKFILL OVER PVC PIPE PASSES DROUGHT A CONCRETE WALL. N CLASS 200 PETP, GLUED JOINTS SYSTEM COMPONENTS. EXCEPT FOR SAID BACKFILL, ALL SYSTEM COMPONENTS SHALL BE IN-PLACE AND FUNCTIONAL USE PEA GRAVEL BEDDING BELOW ALL TANKS. SAND FILL MAY ALSO 1. 5 INCH AND SMALLER CLASS 200 PVC PETP SHALL BE EQUAL TO AT THIS TIME BE USED TO BED TANKS. SAND FILL SHALL BE WELL GRADED, PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN PASS 100% THROUGH THE 1/4 INCH SIEVE, AND PASS LESS THAN CONFORMANCE WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL X FINAL INSPECTION OF COMPLETED SYSTEM 10% THROUGH THE 200 SIEVE. THE SAND FILL SHALL BE COMPACTED CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS AND FITTINGS IN 6-INCH MAXIMUM LIFTS TO 95% MINIMUM RELATIVE DENSITY PER SHALL CONFORM WITH ASTM D2466 AND D2564. ASTM D1557. ALL TANKS SHALL HAVE SAND FILL PLACED IN THE SAME MANNER. I SCH. 40 PETP, GLUED JOINTS BACKFILL AROUND ALL TANKS SHALL BE PLACED IN 12 INCH MAXIMUM SCHEDULE 40 PVC PIPE SHALL BE EQUAL TO PVC PIPE LIFTS AND COMPACTED TO 85% RELATIVE DENSITY PER ASTM D698. MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE WITH ASTM D1785 SCHEDULE 40 POLY-VINYL CHLORIDE PIPE (PVC). 5. CONCRETE TANKS ALL PVC PIPE JOINTS AND FITTINGS SHALL CONFORM WITH ASTM D2466 AND D2564. ALL CONCRETE TANKS SHALL BE MADE WATERPROOF. PUMP/SIPHON CHAMBER PVC PIPING THE SAND FILL SHOWN BELOW ALL TANKS SHALL BE WELL GRADED, PASS 100% THROUGH THE 1/4-INCH SIEVE, AND PASS LESS THAN 10% SEE PUMP AND/OR SIPHON CHAMBER DETAIL(S) AND CONSTRUCTION THROUGH THE 200 SIEVE. THE SAND FILL SHALL BE COMPACTED IN 6- DATA FOR CLASSIFICATION OF PIPING, THEN REFER TO CLASS INCH MAXIMUM LIFTS TO 95% MINIMUM RELATIVE DENSITY PER ASTM 200 PETP AND SCH. 40 PETP, GLUED JOINTS, AS DESCRIBED D1557. ALL TANKS SHALL HAVE SAND FILL PLACED IN THE SAME ABOVE (NO GASKETED JOINTS). MANNER, FLEXIBLE PVC HOSE ^^`` 6. GLENDON BIOFIL TER FILL MATERIAL (,�t`� FLEXIBLE PVC HOSE SHALL BE AS PROVIDED BY ORENCO SYSTEMS, C ,"D , MATERIAL SHALL BE AS MINIMUM EQUIVALENT, AND SHALL BE RATED FOR 100 PSI p.�t�P0-' Ct`Q�1 7. THE TOP OF RIM ELEVATION FOR THE GLENDON BIOFILTER BASIN SHALL GSTP - GRAVITY SEWAGE TRANSPORT PIPE S �`` Gve6. `�C �•� 0.- NOT VARY IN ELEVATION MORE THAN 1/2 INCH. PP"' 999 GSTP SHALL BE EQUAL TO PVC PIPE MANUFACTURED BY PACIFIC AP , 8. ALL PIPES SHALL BE THOROUGHLY FLUSHED PRIOR TEl ADJUSTMENT WESTERN PIPE IN CONFORMANCE WITH ASTM D3034 POLYVINYL DaVe AND TESTING. CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS SHALL HAVE INTEGRAL BELL WITH FLEXIBLE GASKETED JOINTS IN CONFORM- 9. ALL CONSTRUCTION MATERIALS SHALL BE STORED AND INSTALLED IN A ANCE WITH ASTM D3212 AND F477. PVC FITTINGS SHALL CLEAN MANNER (PIPING, REBAR, ETC. SHALL BE SUPPORTED ABOVE CONFORM TO ASTM D2466 AND D2564. GROUND PRIOR TO INSTALLATION). 14. THE CONTRACTOR SHALL DOCUMENT ANY AND ALL CHANGES IN OR 10. UNLESS IT IS BEING WORKED ON AT THAT MOMENT, ALL PIPE OPENINGS DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITH APPROVAL SHALL BE COVERED SUFFICIENTLY (TO PROJECT ENGINEER'S DATE AND AUTHORITY FOR SAID CHANGES. THIS INFORMATION SHALL SATISFACTION) TO PREVENT THE ENTRANCE OF UNDESIRABLE MATERIALS BEIFTR FURNISHED S TDETOO THE NPPROJECT ENGINEER OINEC CLEAR ARILEGIBLE PNONOTES SLON 11 1:. (SOILS CONSTRUCTION DEBRIS ETC. ), FOR FINAL PAYMENT. THE CONTRACTOR SHALL ALSO, AT THE \\\ 11. NO ORGANIC MATERIAL WILL BE ALLOWED IN ANY OF THE FILL COMPLETION OF CONSTRUCTION; SUPPLY TO THE ENGINEER ALL \1\ "::. / MATERIAL SPECIFIED ON THESE PLANS OR IN THESE NOTES. MANUFACTURER'S DATA ON SYSTEM COMPONENTS. \\\\! 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE 15. CONSTRUCTION EQUIPMENT AND STOCKPILING \\\\ 4 ,:, � COMPLETE SYSTEM (INCLUDING MECHANICAL AND ELECTRICAL ITEMS) A.4'1 41 ��j,-� AND ENSURING ALL ELECTRICAL COMPONENTS MEET ALL STATE AND THE CONTRACTOR SHALL KEEP ALL UNAPPROVED CONSTRUCTION EQUIPMENT \\\a��' ,tTy _ �� ` '� LOCAL REGULATIONS. AND STOCK PILING OF CONSTRUCTION MATERIALS OFF OF THE PROPOSED \\\\\ 1° �'"� ��� CAA GLENDON BIOFILTER INITIAL AND RESERVE ABSORPTION AREAS AND 30 AND GLENDON BIOFILTERDTECHNOLOGIES,WASHINGTON STATE \i\\\ ,4+, ��j� ALLOWABLE EQUIPMENT. �, MICHAEL 8. DEENEY � , LICENSED DES C - iii/iiiiiiiiiiiiiii##/e/ww/#41 — i EXPIRES 08/18/08 October 02, 2007 6:00:52 p.m. OCT r�C7 _, Drawing: KROPF DTLCNMST.DWG.DWG © CREATIVE DESIGN SOLUTIONS 2007 _..___— ti REVISION DATE SEPTIC SYSTEM - GENERAL CONSTRUCTION NOTES - ' _ CREATIVE DESIGN SOLUT _ DRAWN BY: MICHAEL S. DEENEY GLENDON BIOFILTER SYSTEMS ' i Septic System Designs, Permits, it inspections P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 SHEET 7 OF 7 I DATE: 10/02/07 FOR: STANLEY KROPF 13(30--2W) cps (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM NOTES LEGEND ORIENT THE GLENDON BIOFILTER PODS IN RELATION TO J q EXISTING HAND DUG SOIL HOLES OBSERVED BY CDS ON THE SOIL HOLES AND PHYSICAL FEATURES SHOWN AND 8/9/07. HOLE LOCATIONS ARE APPROXIMATE ONLY AND PLACE PARALLEL TO THE CONTOURS. ARE NOT BASED ON AN ACTUAL SURVEY. 1 i A ANY CONTOUR LINES AND ELEVATIONS SHOWN ARE SL J SOIL HOLES OBSERVED 10/15/03 BY JOHN EREMIC FOR ?, T - BASED UPON AN ASSUMED DATUM. t a `iL€I '------r-------- ( € 3 SEP03-00274. LOCATIONS BASED ON PLANS BY JOHN 9i - — PROVIDE TRAFf7C BARRIERS AROUND THE INITIAL AND EREMIC. F 113 t dL ° 1 s y °,,® . BLVD RESERVE DR4/NFIELD AREAS SATISFACTORY TO THE S.T. PROPOSED SEPTIC TANK, SEE DETAIL FOR a HEALTH DEPARTMENT. SPECIFICATIONS. P.C. PROPOSED PUMP CHAMBER, SEE DETAIL FOR I SPECIFICATIONS. P.C. CAN BE LOCATED UP TO 300 0(44 ``srdR � FEET AWAY FROM AND UP TO 80 FEET LOWER IN �- _ F� 1m ELEVATION THAN THE HIGHEST GLENDON BIOFILTER RIM. { mostoileS5 448561)4332 a�. s't as T � \ *' SCH. 40 PROPOSED SCHEDULE 40 PVC PRESSURE EFFLUENT 0038 �''r s a '" 7 a PETP TRANSPORT PIPE. SEE GENERAL CONSTRUCTION NOTES .r'^" .: _ FOR FURTHER SPECIFICATIONS. 440600044`'64415°C)1131 _= € 1> t0 Y`,, ,4 --'�1 .. 4" GSTP PROPOSED 4'ASTM D3034 PVC GRAVITY SEWAGE y _,,,...-�-."' - TRANSPORT PIPE AT IX MINIMUM SLOPE. SEE GSTP°--4' \ ��' s� IN GENERAL CONSTRUCTION NOTES. sAmastoolo "` �. i � 5ti fi TBM TURNING BENCH MARK (MAPPING CONTROL PO/NT). S T Xii R<$Rffs: F JE ' �ti l'"- fit, FOUND SURVEY MARKS 4.R.30791 s ( i a ., g ,___:,...\. 97019 '1 \illt--'1 ''.\ r------- ' c { .t OCT 2 2 i .% I= 1 \__,,,..m.„.......,,,:i 1 \A ��� y ,q� g -V"." \--- 11:)110a064 ,t4e=61100341 F :: ����}��' A.k$" ,�`l`' DIREC110NS T 'S11'E ' N J A ` - --» € :T- � °� V,<q I ,l%/t�l ' jl� SOUTH ON CAPE GEORGE RD., RIGHT ON RIDGE DR., ',r 4 E �7jGHT ON HEMLOCK DR., SUBJECT PROPERTY IS ON .,; t ( �� } T JUST BEFORE 51 HEMLOCK DR. c 949000031 040904014 6490390.52 940000,00: i 94090097, .,, ����'o MICHAEL 3 DEENE ���GS \.�'(`�� 6� I � � , - • -E - I ucENa® DESIGNER Gc'- d of RTY DESCRIPTION LOT 43, DIVISION 3, CAPE GEORGE VILLAGE AS #1 Q C " " _ EXPIRES 08/18/08 ¶O' RECORDED IN VOLUME 4 OF LONG PLATS PAGE 60, ,.........-.1,_...-- �cc i Qa�e RECORDS OF JEFFERSON COUNTY, WASHINGTON, AND I LOCATED IN SECTION 13, TOWNSHIP 30 NORTH, 1140660086 * m ax RANGE 2 WEST, W.M., JEFFERSON COUNTY, OTh t t i ' WASHINGTON. € i f _. "s t NOTE. - -xa�a� j x TII A PLANNING DOCUMENT ONLY /S IS NOT FOR CONSTRUCTION UNTIL PROJECT SEPTIC PERMIT/S APPROVED ACCURACY NOTE S! eY THE HEALTH DEPARTMENT PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE A }: CLIENT, THE RECORD OF SURVEY RECORDED IN VOLUME 4 OF LONG 1 PLATS, PAGE 60, RECORDS OF JEFFERSON COUNTY WASHINGTON AND ON JEFFERSON COUNTY ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY LINES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE LOCATION OF PHYSICAL CIS 0 CALL YOU DIG FEATURES IS BASED ON LOCATION WITH A TOPCON 8205A 5" ROBOTIC TOTAL STATION, HAND COMPASS AND A COMBINATION OF CALL 21MOII(DAYS N PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON ADVANCE TIC YC)U AN ACTUAL SURVEY. SITE SIZE SHOWN ON THE SEPTIC PERMIT VICINITYMAP DIG PERMIT AAPPLIICATIIONEFOR SEP03R 0024.PT TOPOGRAPHIC INFORMATION CALL: � � �CCCC IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. October 02, 2007 5:47:43 p.m. Drawing: KROPF SEPTIC DESIGN (REV. 1).DWG.DWG © CREATIVE DESIGN SOLUTIONS 2007 REVISION DATE SEPTIC SYSTEM, PARCEL 940500042 - CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY VICINITY MAP, LEGEND, N TES 1%,(1111''' Septic System Designs, Permits, d Inspections SHEET 1 OF 7 DATE: 10/02/07 FOR: STANLEY KROPF P.O.BOX 2787, PORT ANGELES, WASHINGTON 98382 13(30-2W) CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM SOIL HOLE LOGS Page / of / Designer . /1---//ik- - 2>.e,, ,,/, -2 Date V.-c?-47 7 I‘ Property OWher/Buyer _5 0- .-.-. ie-te.4;,,r:..., - Parcel# 941 ' ' ..--e9e:2) c"42 Backhoe Operator Job# ii2e"-S-45' 7=37/ Project 7 -s---(2::=2--"-e r"...-----t-c.._ - --/.. 17-.-1 ___-- Sec(Twp-Rng) S X-4-- I .R7- '-'242) HOLE NO. w z TYPE (r) ui u) tu OF DEPTH 0 I- M LLI zci SYSTEM (Inches) ..'", APPL i- a) I- 0 TEXTURE • 0 0 ..c I-- F.. D RATE 2 Luce ILU au '3 DATE 0 rt (gpd/sq.ft.) .; F- < --7- U <OBSERVED cl- 2 i- u) 1- E5 O O P- w z a I A S' z., $0:-/ 1...5 ic a z a, g ) 2 >1 i-0 P z-e- , ,,4'.5- 21 P c_., ii,,./,12..cpp:-.4 A.-/ e. _ g 1 5 12/24-1 '7A 4- ki S IT Me- ..-, sz-- k-o • 2,t 17 ----- , _ I CI _________J I IT fie 4' A A CC'il'TY L.. I JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 - _.. _. SOIL EVALUATION , 1 .__. __.. . PROPERTY OWNER Ate, CI7V0 C, NOV - 6 2�J 0 3 SYSTEM DESIGNER SA:61.W -6 &LC_ ? i LEGAL DESCRIPTION: Section ■3 Townships"RangeeriA4 Parcel # oKOs,; ##? COO— I Subdivision Name OcfEG.eerZAE Ovu– Division '_5 Block Lot(s) 4 Date Logged: l;b t I(Cr} Logged By: kL Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 O to l8 in. AP • 50-4t0/( .Iw1:4- 0 to U( in. MCP ^w+Jb 1 is to 32- in. LX,GSL. jtC.Y Ft N(G Srorsnot t.4)Aut Ut to ■1 in. JAZ G CsN6 S ri°PyI "M.4 4 32t5 in. C e,KAPACe £‘11 5 tt ***JD ZAto _in. C(swtfAc+r 6ipti Stt *moss to in. 'Ct to in. Cr . %.15•44 Fti4G r iixy ton Anticipated water table 31 in. vike.vTt tw)4 31 Anticipated water table 30 in. k i u : is Roots to inches Roots to 2-3 inches Health Dept. Comments Health Dept. Comments D -J 5nck c4..) , FA 7 O-11 FAA �o�'� SOIL LOG #3 � 'd( M W MIA SOIL LOG#40 � W d-ai 0 to °‘ in. D tv"1/4. 1+ a to 'lt in. tkile b Sn44 b to k°1 in. Rail k"' Ft tae So:44w./ LAIftstss., VI to l % in. 'DbC. 64_ c, goy um °t to 2.9 in. L T s a m e_ \( Fc" bo'ow'j (-e n v" \q to 2frk in. Lk"602-. ' yft")E'20' 3Ott �i z Io in. C O..".Q, 1.o ass, i 'Z.c( to 'fit' in. C�r�w>P14e.T Anticipated water table 241 in. c, S Z� Anticipated water table 3 in. Roots to 2,1 inches Roots to z..3 inches [l 2� � Health Dept. Comments 1420 e�i t Health Dept. Comments &31 cap I q.I. IM W/ - " 2©+ Vic '-'31W SOIL LOG #5 t2 SOIL LOG #6 to in. to in. of to in. to in. to in. ''› y°) 4 i to in. y Prt, z to in. to in. Anticipated water table in. Anticipated water table in. ft Roots to inches Roots to inches „13--5 .9illits)901,09.) Health Dept. Comments Health Dept. Comments 1;5 Ff:C'tNFOH1 TH\SOICPRM 1/00 k r %«.T� r ,� VI.�c 6 ems-- 0 - �'E p ?7 8 ® © rI JEFFERSON COUNTY HEALTH DEPARTMENT e _ .. 802 SHERIDAN AVENUE LA-7-2--i-,, INSTALLER PORT TOWNSEND,WASHINGTON 98368 RECEIPT NO. k ( ( Li BUILDER (206)385-0722 i SEWAGE DISPOSAL PERMIT DATE 1 '��0 Submit in Duplicate \X — --/— 1--, *- 1,,, 4 t 3d-34--- / i 7■•,1 Owner Address Phone Directions for locating site ' o .• m . . j... L., Eit.41. e ... F.) ----- ' #612-.. - . ,tiv- Itt..( 3i. i _. , -/- 0., k-t i , 33 INSTALL NEW REPLACE SYSTEM CI PARTIAL REPAIR D TANK/DRAINFIELD O z TYP- OF N•. OF SITE ? BUIL'ING '1we`i"'' : 'DROOMS Gr..k--., BASEMENT SIZE ® � 13 w DRAW I - . - : °LAN BELOW. STUB OUT PLUMBING ABOVE FOUNDATION FOOTING w n 3 t, SOIL LOGS c:/-- O 1 z O trt °.�"�3 ( .� VII Z GV ms,. - Ilt e c , \ �` r 5 '' O 1 z '.j 4 ‘.r) ? ji, Q z r _ m 0 Dig two holes per site. (min.) R i 4' deep - 2' dia. -50'apart &flag APPLICA c -, -3- ®-- . 1 c , Drainfield Length IL"__ Width 5 < Dep J?-/`f rf Lines .3 Tank Size_\,t,_Gal. D COMMENTS: ' C�v`� 'Z �\firms s., TWO COMP RTMENTS) D \-L ®\\- v,4 -". ®-c'Y\'`-'"%` )%.,.\-"-\ C ' 1, S "4A._ i JEFFERSON COUNTY HEALTH DEPARTMENT No.: 4726 Multi-Service Building -2nd Floor 802 Sheridan Avenue Fee: 15.00 Port Townsend, Washington 98368 385-0722 Date: 9-8-78 Applicant: Rodney W. Elton Sec. Twn. Rg. Address: Rt 3. Box 133 A Lot 43 Div. 3: Cae George Village LEGAL DESCRI TION(DIV.,B .,LOT) Port Townsend, WA 98368 Hemlock Drive 3rd lot on right DIRECTIONS FOR LOCATING SITE(DRAW MAP ON BACK) Phone: 385-1795 THIS DOES NOT CONSTITUTE Site size 90' X 130' ( A.) APPROVAL OF A BUILDING OR SEWAGE DISPOSAL PERMIT. Seller Buyer I request this site evaluation for 1 single family residence or INSTRUCTIONS: A minimum of two toil log holes at least 4 feet deep, 2 feet diameter, and 50 feet apart must be dug in the proposed drainfield area and flagged before the evaluation is made. A site evaluation of the above property was made on 9-11-78 by this department and your request has been: ❑ APPROVED — Pending submission of a completed sewage disposal permit application. ❑ CONDITIONALLY APPROVED — Providing conditions listed below are met and submission of a completed sewage disposal permit application. DENIED. COMMENTS: Will reluctantly approve site for travel trailer only as per conditions of site evaluation report of August 28, 1975. Soil Log: 1. 0f� - - 18'� - 23" Clay soil Respectfully, 23" 9' Clay pan hardpan 2. 0 - 20" Clay sea 20"- 4' Clay SANITARIAN Randy Durant, R.S. - ' 5 N ifi, ., .111. • OLYMPIC HEALTH DISTRICT [ 1 Date cLog_is SITE EVAIJJATION RECORD Sec. Twn. Rq. TO: 1,,terts 444 napp Les* 41, Div. 1, Cape rieorge Village Legal Description BOW 49 Aoalnrk sariv, i inj q ton A 9 '34§ Directions for locating site ctw--------- his does NOT constitute Site size 90 x 130 ( A.) A Ia approval of a Building or Disposal Permit. Seller Howard Arnold [ --Dr/et oft cic Buyer ,„ C. Laulson 1-/en4.7 A site evaluation of the above property has been made on Au'iust 28, 1975 Date by this department and your request for savroval for travel trailer only has been APPROVED; Pending submission of a site plan and application for a sewage •■■■••••••■ disposal permit. X I CONDITIONALLY APPROVED; providing conditions listed below are met. DENIED C1MMENTS: rriiattjatataLvtrailer only. Minimum of 12" fill in drainfield ar a *lu J c tain drain. rrior t.D 1* ,roval of a se4age disposal permit the site must be staked and a plot plan submitted for review. warp grass Yours truly, Soil 1 og: 1. 0 to 6" to soil 6 to 20" .911x 24" to 4' clay, hardpan 2. 0 to 12" tOPSOil r.iAll .-andall F. III:rant, Ns). 12" to 3' clay, sand, some graafAingir- 3 to 4' SW, L-- OHD 4/75 Rnisa Encl.: copy for buyer _____