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HomeMy WebLinkAboutSEP2012-00063 Jefferson County Department of Community Development :', 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 44 ` ++ SEPTIC PERMIT APPLICATION " ' r'..4.,# �. WF+ Kurt & Kathleen Mundee •e `` NL'+ PROPERTY OWNER 5 02 0 '';N�++ ,2 Suzanne,Martin ++ MAILING ADDRESS PO Box 609 - •ncrus�sv�s,cu�a 4+ Port Hadlock, WA 98339 PHONE ( 360 ) 301-0321 SYSTEM DESIGNER Suzanne Martin Designer Phone# 360.554.0224 LEGAL DESCRIPTION: Section 6 Township 27N Range 1W PARCEL# 701 061 006 Subdivision Name East 4OO' of So 1/2 Is 60' strip Division Block Lot(s) 2 _ Site address/Directions to site 93 Nickelbush Lane-Quilcene SOURCE OF SEWAGE/USE TYPE OF WORK Residential ✓ _ New ✓ Tank/s only WATER SOURCE Residential ADU Modification Private ✓ Commercial Expansion_ Public Community Upgrade, SYSTEM TYPE Repair SITE SIZE 6.18ac Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPCPrve Area Alternative 1 Yes# Redesign No ,/ SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.60 gal./sq.ft./day Drainfield Length 17' ft. Trench Width 14.5' ft. Trench/Bed Depth in. Septic Tank size 1000 min gal. Pump Chamber size 1000 min gal. TYPE OF Glendon m-31 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 future applic tion will be se arately judged by the rules and laws in effect at that time. Property Owner Signature yDate y: FOR OFFICE USE ONLY p l\, 1/ PARTIAL ASBUILT co A, 3/5'I Q FIN' , ` A.»'"OV • �/Y't v / INSP/PUMP TEST �7 b�1.i/ p. I If '7011) ALL HOLD REQ. MET et ` / . Date -(1,1)-/ Fee l 6 ( Check# r'\n its ani cont, R2C# sJ ��� Case#SEP — t forms\Suz\2008 SPA.Dt' \ Marrin\My nnc,,,,,ont \my ,a,,.-„m.nr� 7nnn4\,,,r,h2o\,7oFfe,-Q,,.ir o„nty\J.ffCQ JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street *Pod Townsend«Washington .98368 www.le ersoncountypublicheaith.org Phone.....360=3385_9.212121 ...."Fax.....360-379.4487......................................................................._.._.. ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00063 Date Received: 06/12/12 SITE ADDRESS: 93 NICKELBUSH LN Date Issued: 09/11/12 QUILCENE, WA 98376 Date Expires: 09/11/15 APPLICANT: KURT D MUNDEE PHONE: 360-301-0321 KATHLEEN E MUNDEE 771 PIONEER DR PORT LUDLOW WA 983659622 LEGAL DESCRIPTION: S6 T27 RI W LT 2(E 400'OF S 1/2 LS 60' STRIP PARCEL#: 701061006 Section: 6 Township: 27N Range: 01 W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 SEPTICS BY SUZANNE PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No, of Gallons per Day: 240 Type of work: NEW Drainfield Trench Septic Tank Length: 0 feet Width: 0 feet Depth: inches Size: 1,000 gallons 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. All construction and development activities must comply with all permit conditions, state and local codes, and Recommended Standards and Guidance documents in effect when the permit is issued. 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 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. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This 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, codified in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Environ ental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00063 1.) H - The existing pond must be filled is as per design. 2.) Contact designer prior to installation for staking of drainfield area. 3.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 4.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 5.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 6.) 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. 7.) Dry season installation required. 8.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 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.) 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. 11.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 12.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 13.) Drainlines are to be installed along the natural contours. 14.) 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. 15.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 16.) 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. 17.) 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. 18.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. SEP12-00063 Page 2 of 3 \\tidemark\data\forms\F_SEP_Perm itmod.rpt 9/11/2012 19.) The site plan received on 6-12-2012 was reviewed by the Department of Community Development on 7-6-2012 and it was determined the new septic system meets the requirements in Jefferson County Code 18.22.330(2). The septic location is outside of wetland buffers maximum requirement of 275 feet. No wetland delineation will be required. Any future permits on this site are subject to review for consistency with applicable code and ordinances and does not preclude review and condition which may be placed on future permits. SEP12-00063 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 9/11/2012 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit # SEP 12-00063 Installer Shold Excavating Parcel # 701 061 006 Electrician Cascade Electric Design Flow 240 gpd (peak) Property Owner Kurt and Kathleen Mundee Site Address 93 Nickelbush Lane-Quilcene Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1000 gal Cotton; tuftite o/I filter installed 10/23/12 Pump chamber (manufacturer, size) Cotton 1000 gal; 22 gal/inch; shroud; riser; 10/23/12 Screen(s)and/or Pump Shroud (type, location) shroud around pump in pump tank 10/23/12 Were Tanks tested onsite for water tightness? E-3/ No Panel Model infiltrator Timer Model Aquaworx IPC 10/23/12 Pump 1 — Man./Model Orenco PF10051 Flow Rate n/a gpm 10/23/12 Pump Location (i.e. garage, treatment unit, basement) in the pump tank Float/transducer settings Inches Timer from bottom of tank- On/off - 20.9 in. Functions: On 64:1)min Veto - 29.4 in. Off 8:42 sec ® hr Alarm - 29.2 in. Veto On - 6 se /min Storage Above High Water Alarm 480 gal. Veto Off - 6:31 sec mi /hr Dose Counter Reading 275 dose; 268 vdose # gallons/dose 1.05 gal. Elap. Time Meter Reading 0:56:41 mine Pump Throttled? Yes64-c--) Dose Drawdown (in inches) n/a in. Pump 2 — Man./Model Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off - in. Functions: On sec/min Veto - in. Off - sec/min/hr Alarm - in. Veto On - sec/min Storage Above High Water Alarm gal. Veto Off - sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes I No If additional pumps- complete the info in this table Dose Drawdown (in inches) in. for each and attach. _ Other Timer functions & settings (e.g. override on/off) autoclear 22 doses; H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 • Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? 0, No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 1"pvc sch 40 Manifold size/schd 1" pvc sch 40 10/23/12 • Orifice size n/a Lateral Size/schd n/a Barrier Material jute Cover Material/Depth n/a 10/23/12 Residual Head (lat.# & ft. Head) n/a The laterals/pods were balanced Y / No Source/Manufacturer of Drainrock/Gravelless chambers n/a Drainrock Clean? Yes / No If no, what action taken? n/a Mound/Glendon Site Prep yes Drainfield Length 22.5 ft Width 15 ft Depth n/a inches Caps for measuring residual head stored (location) n/a COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary valves are located on top of the pods; near the ports; At time of the first pressure test both • septic and pump tank were full of ground water Shold Fxcavating fixed a broken pipe that had settled The second pressure test showed that the tanks were functional. I he dose counter and number of doses was recorded 14 December 2012, this provides tor accurate dose count after the septic system has dosed out all of the testing water. Health Department Inspection issues resolved./ No / NA If yes how? broken pipe has been repaired Users Manual Provided to Homeowner Date Tank/component Decommissioning Report Attached Yes / No /3 Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY 7 E INFORMATION PROVIDED ABOVE WAS VERIFIED 3Y INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED byJEFFERSON COUNTY (DATE) OR niAT CHANGES HAVE BEEN NOTED AND THE SYSTT/M SIN COMPLIANCE WIT}f WAC 246-272. Designer Signature Date �y++ T5 ':F�+ %'• > i?' Suzanne LMartin '.5+l+ TiC@NS�f' ;neT'`' H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 oftPaEaz"'°° System Owner: Kurt & Kathleen Mundee SEP12-00063; Parcel #701 061 006 Site Address: 93 Nickelbush Lane-Quilcene . r r'+ ^ t•. a ,Y Pump Tank Detail 5.75" frcm top of riser Installed Riser 26.25"Riser T Inlet :0.75 ±684 gallons of storage e,� above high water alarm -- -not including additional 'r capacity in septic tank and tank risers I; -±486gallon storage ;?' Pt, below invert of inlet of `� pump tank ;:, Veto set 9.4"from the `� bottom of the bell :N - alarm set for 9.2"from 4r bottom of the bell ±182 gal working volume .7' Cotton-1000 gallon pump r on set 0.9"from bottom tank;22 gallons per inch j of the bell ;*: -zb-07 Aquaworx IPCS01 20"from bottom of tank } to the bottom of the bell i.-- •r 8 4 West Property Line ///\,/ I O O 7 g o c- oh V) n, c CD - = `- 4 O CD CD ,4 Cl) c Q ti 4, CD CD r-- 4 ► X c n 4 CD L. O Q Aa V) d 3 n,, n =OR CD O r Q - ► : c o. 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CD o- c�i a m = 3 CDg N m Nim K � 3 cn c o • o0c a') c N n m Pc' c a �'• -P x (D (D (D m , 0 3 a s co ° 3 I Page 1 of 8;Mundee; Parcel#701 061 006 4,4; JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND.WA 98368, (360) 379-4450 ► SOIL EVALUATION ""�'7 4 ' `"��►► 5' es N,► ' e1tlz'. ',F� „r ' Snne L Martin ►►I Kurt and Kathleen Mundee "Al �nr,ru�R" 'r PROPERTY OWNER EXPIRES 2/11113 SYSTEM DESIGNER Suzanne Martin LEGAL DESCRIPTION: Section 6 Township 27N Range 1W Parcel # 701 061 006 Subdivision Name Division Block Lot(s) 2 Date Logged: 19 May 2012 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which:sign' Ican,; changes occur. Be su - to include depth where mottling or impermeable layers occur. rpt C,� /a J r i111 SOIL LOG #1 SOIL LOG #2 0 to 10 in. Very dark brown gravelly sandy loam ©"10 &fl S L 0 to 3 in.Fill soils 0-- i 40 Art\ 10 to 26 in.Strong brown gravelly loam 1 C'3-1 2a brA--C•4 3 to 14 in.Yellowish Red gravelly sandy loam i,N« _ a 1 to 26 in. Restrictive 14 to 23 in. Strong brown gravelly loam(O ` 1 � SLAvmrno+ to in. JUN 1 2 2312 to 23 in. Hardpan -SLJ�+ 3- ---4t�r+� l) Anticipated water table 30 in. Anticipated water table 21in. ' Roots to 36 inches G �`{�SSL Roots to 23 inches yr� Health Dept. Comments Health Dept. Comments M "S k1P 44a3►r SOIL LOG #3 SOIL LOG #4 �\ 0 to 11 in. Very dark brown gravelly sandy loam CD—S' Qr1 SL 0 .to 17 in, brown gravelly loam O_I V grnSL t-&d �Bco\�t- 13--4?7 sL 11 to 18 in. Yellowish Red gravelly sandy loam c�V_; M + 17 to 26 in light brown gravelly loam � 18 to 30 in. Yellow brown gravelly silt loam(not used in design)\th(S1 M m to 26 in. restrictive in areas ‘ ..1 ` –1IO� Mn�'t to 30 in. restrictive �� �` to in. Rt5 >Q7" �p - 6,1,i111,-, Anticipated water table 30 in. Anticipated water table 23 in. Roots to 36 inches 3 Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 / Y SOIL LOG #6 to in. to in. to in. V to in. • to in. ` to in. to in. p / to in. Anticipated water table in. / 0 Anticipated water table in. Roots to inches'»-----,"- S" „ Roots to inches Health Dept. Comments j� Health Dept. Comments H:IINFOHLTHISOILFRM 1/00 -"I I_ _p G� -t-6 6. e 5 I< 1 A i(k, D 1\9p ' )751 1�_ S 1A �. n —ita,9- cs oo- Gly (c Page 4 of 8;Mundee; Tank Cross Section-Not To Scale parcel#701 061 006 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL 1 ACCESS RISER \I .1,--_ —_--�,�� FINISH GRADE I ` i H JL— n—, TO PUMP 'j ( I CHAMBER FROM FROM SEWAGE / SOURCE FLOATING MAT 1.11114.- APPROVED EFFLUENT FILTER Maximum 3/16"outlet filter SEDIMENTS-Th-Jr"k t'--:'74—' 71---------___N_ , '0.11 V 6 �Q�9, D‘.14‘dAv ,vc\e � ,crier SEPTIC TANK ` � 1 0( t Aca. (TYPICAL) JUN 1 2 2012 F.a(srx Cc8'r3h1 `zs ogs( 1 SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADENi, 1 / VALVE ' / /[lel-, FROM SEPTIC it `. I H; 1 u ---0.TO DRAINFIELD TANK n rl I , ri • \ — Min_240_Gallon t '1 / I EMERGENCY STORAGE 1 ANTI SIPHON HIGH WATER ALARM LEVEL —R VALVE ' NORMAL TIMER OFF LEVEL - WORKING VOLUME _ I II ATransducer II Assembly ENCLOSED PUMP U SEDIMENT SHROUD' -------r CHECK VALVE I SEDIMENTS • ' -in — SUBMERSIBLE CENTRIFUGAL Sj� PUMP PUMP CHAMBER Si\�V `'`OC\ (TYPICAL) r_05\59° 0C\5 Nvs Jed et t AS NEEDED 5 y PC' 1 © :ce Page 5 of 8; Mundee; parcel#701061006 c Effluent Pumpsincorporated 1-800-348-9843 100 . _ _ Effluent Pumps PEFI5O PEF, PKP Series 1/3hpto1-1/2hp 80 PEF 100J 2 707 to ...,4, 60 H PEF751 i CO s Ct► Jil 0s •E i CPEF501 r en 40 ate. 12 . Ns.\\' 30 ` F tN 20 15'of effluent pump 1 head 10 i PKP 3501 PEF33111 0 "15 gpm ZO 30 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0.®9/04 Page 1 of 1 Page 3 of 8; Mundee; Parcel#701 061 006 ONSITE SEWAGE DISPOSAL %'h SYSTEM DESIGN 1''�f 51O az Date 20 May 2012 � .Z' Suzanne L Mart,n .�ff a 5n�r NEW ff E%PIgE$ai//f3 Property Owner Kurt& Kathleen Mundee 20 May 2012 System Designer Suzanne Martin Legal Description: Section 6 Township 27N Range 1W Subdivision Name Division Block Lot(s) 2 1. CALCULATIONS If for residential use: Number of Bedrooms: 2 x 120 G.P.D. = 240 peak total G.P.D. • If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.60 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 400 square feet (total G.P.D. G.P.D./ft. squared) Trench or bed width 14.5 feet Trench or bed length 17 lineal feet (sq. ft. + trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 10' Friction loss 2' Pump capacity should be 15 G.P.M. at 15 T.D.H. Number of doses per day per glendon Dosing volume per gbt gallons Pump chamber size 1000 gallons H:\home\pincntninf ohlthlse wd sn page 3 of 8; Mundee; Parcel 701 061 006 III. DRAINFIELD CROSS SECTION m�11 N► f*- suza� Manin ;111 encg D 16 May 2012 a- Dr.». Rock NATIVE SOIL A t E i IMPERMEABLE MATERIAL/ SEASONAL SATURkTION A. Trench Depth GBT inches 0" B. inches of drainrock below pipe C. 18+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. +/-36 inches of fill (if needed) E. Trench width inches NOTES: Reserve area may require additional treatment. Minimum 3/16th outlet filter must be placed in • the outlet baffle of the septic tank. System to be controlled by Aquaworx controller. Access risers to be placed on all OSS components and to remain unencumbered. ATTACH DETAILED DESIGN OF SYSTEM • Page 7 of 8; Mundee; parcel#701061006 Design Manual for Glendon® BioFilter Systems in Washington Downslope Feature or Vertical Separation (See 2.4.1 and 2.4.2) Object 18"- <30" j Property&Easement lines 5 Feet _ Building Foundations 10 Feet _ Mounds 10 Feet _ Glendon Basins 10 Feet Interceptor/Curtain 30 Feet Drains/Draina•e Ditches _ Other objects that impede 10 Feet the movement of water through the soil As measured from the downslope edge of the full absorption area(and the full replacement area,if the replacement area is concentric with the initial area)of the upper unit to the upslope wall of the lower basin. Figure 5—Minimum Setbacks from Downslope Feature r las �7 , � urs 4; JUN 1 2 2012 Cffe J X n�$1 tta, r a� .044, Figure 6—Typical Glendon®Model M31 System Layout Multiple unit systems should be designed to facilitate dispersing the treated effluent over a broad area. For example,two rows(lines)of three basins each oriented on the contours is better than"stacking"three rows (lines)of three basins each oriented on the contours(each basin normally has its long side perpendicular to the direction of the slope). When the site characteristics require"stacking"the primary units should be laid out in a checkerboard(alternating)fashion rather than selecting units immediately down gradient. Page 8 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Mani 122003.doc Page 6 of 8; Mundee; Design Manual for Glendon® parcel#701061006 BioFilter Systems in Washington Model M31 Sizing for "Fred Hill"Style Basins'o Slopes 5<20% The calculations presented herein apply only under the following conditions for the slopes listed: • Basin width and length is 6'by 10'with a Glendon BioFilter Model M31 hydraulic capacity of 120 GPD. • Soil load rates are those currently approved by the Washington Department of Health." • Note that adjacent basins along the contour may not be set closer than the spacing required to accommodate dimension D to provide for installation of all absorption areas if required. Any deviation from these conditions renders these calculations invalid. 5' VBasin \/ 6' i ✓ \ 10' \/ ' - UU \/ U \/ ✓ \/ \/ \/ \/ ' \/ °° 'r ry\/ 17.5' 100% Primary Cross Section through Basin Perpendicular to Slope 14.5 Down �� � Slope USDA Type Soil 1&2 3 4 5 6 Dimension Soil Load Rate Gal./Ft2/Day 1.2 0.8 0.6 0.45 0.2 50% Abs. Area 50 75 100 134 NA 100% Abs. Area 100 150 200 268 600 Primary Length 14 15 17 19 Note 11 A 50% Abs. Width 6.5 8 _._ 9.5 B 100% Abs. Width 10 13 14.5 16.5 C Reserve Length 16 17 19 23 D Reserve Width 15 20.5 23.5 25.5 E 10 Area is in square feet. Width and length are in feet. Minimum Installation Size includes nominal 5' width of cover. sand upslope of basin. " See Page 21 for Type 6 Soil pattern for a 360 GPD system. Page 20 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc 4. Page 8 of 8;Mundee; Parcel#701 061 006 Design Manual for Glendon® BioFilter Systems in Washington Construction Notes,and Disclaimers The following construction notes and disclaimers are binding upon the septic designer,the installer, and the owner or grantor of the property on which the septic design is accomplished.No substitutions can be made without the designer's approval. The construction notes assume that the designer is not a licensed surveyor. 1. This site map does not represent a survey nor does it purport to show all easements or encroachments, if any. If easements are not shown, it is the responsibility of the owner and the owner's liability. 2. The location of this drainfield is based on the owner or the owner's agent locating property lines and corners. If those boundaries are not accurate,the designer is not liable for mistakes in location of primary or reserve drainfields on the design. Easements not shown on design or on the plat map included with the design are the sole responsibility of the owner. However,the designer must make a good faith effort to accurately locate drainfield areas according to these instructions and, as circumstances permit,the preferences of the owner. 3.All surface water must be diverted away from drainfield area. Insure that final grading of drainfield area directs water away from the drainfield. 4. Prepare the site and install the units during dry conditions so equipment does not damage the structure of the soil in the absorption area. Use of tracked machinery is strongly recommended on Glendon®sites. 5. This system is not designed for use with a garbage disposal installed in the building(s)served. Use of a garbage disposal in a Glendon®system will require a larger than normal septic tank and additional expense in pumping fees due to the markedly increased quantity of solids in the septic tank. 6. The property owner is responsible to fill soil logs after final approval of the design. 7.No burning on drainfield area. 8.No vehicular traffic on drainfield area allowed. 9.This system requires a proper degree of maintenance by a Glendon®licensed technician. Certification, design and installation does not necessarily guarantee trouble-free operation. 10.No septic additives are to be used. 11. The property owner is responsible for damage done by landscapers. 12. Curtain drains may be required at time of installation even though not shown on design. 13. The owner/grantor acknowledges having read the above construction notes and disclaimers and agrees to abide by the content. Code of Good Practice for Glendon®Designers: 1. When considering locations for Glendon®units,try to locate them so they are not too noticeable. 2. Staking out the Glendon®is a good practice so the Health Department can see the actual location,and the installer knows exactly where they are to be installed. 3. It is important to see where surface runoff from the adjoining property may be coming,and, if necessary, install a curtain drain to protect the area with the Glendon®units. Avoid installing Glendon®BioFilter units in swales. 4.On tight soils(low permeability),surface runoff can be a major factor, and a swale or berm can be effective to divert surface water from flooding the area. 5. When designing curtain drains at property lines, check for roots for mature trees on the other side of the property which must be avoided. 6. Curtain drains should not be installed against the slope so they become too deep.Also,sometimes you can be in the shallow aquifer. Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Kurt & Kathleen Mundee ; su=a° Ma�in +f MAILING ADDRESS PO Box 609 nrs�en�scN�a''' '+ Port Hadlock, WA 98339 PHONE ( 360 ) 301-0321 SYSTEM DESIGNER Suzanne Martin Designer Phone# 360.554.0224 LEGAL DESCRIPTION: Section 6 Township 27N Range 1W PARCEL# 701 061 006 Subdivision Name East 400' of So 1/2 Is 60' strip Division Block Lot(s) 2 Site address/Directions to site 93 Nickelbush Lane-Quilcene SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ - New ✓ Tank/s only Private Residential ADU Modification_ _ Public Commercial Expansion_ _ Community Upgrade, Repair SITE SIZE 6.18ac SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPsPrve Area Yes# Alternative ✓ Redesign No _ I _ SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.60 gal./sq.ft./day Drainfield Length 17' ft. Trench Width 14.5' ft. Trench/Bed Depth in. Septic Tank size 1000 min gal. Pump Chamber size 1000 min gal. TYPE OF Glendon m-31 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 future applic ti n will be se arately judged by the rules and laws in effect at that time. Property Ow/r Date FOR OFFICE USE ONLY pp� 11�-y/ I, PARTIAL ASBUILT F.0�C! )R/1,a FIN re s.t V" 4-k& INSP/PUMP TEST kZb .1/ _P-r tCS I ALL HOLD REQ. MET 25 Date (�-/ Fees Rec# (� (' Check# 3 (�� (� Case#SEP 6-3 r-\n is a'v catt 7 \ z�" forms\Suz\2008 SPA.DOC JEFFERSON TY PUBLIC HEALTH 616 Sheridan Street •Pod Townsend«Washington •98368 www.jeferson county[ub liohealth.o rg Phone..."3602385:9444 Fax '360-379-4487................................_..... _. ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00063 Date Received: 06/12/12 Date Issued: 09/11/12 SITE ADDRESS: 93 NICKELBUSH LN QUILCENE, WA 98376 Date Expires: 09/11/15 APPLICANT: KURT D MUNDEE PHONE: 360-301-0321 KATHLEEN E MUNDEE 771 PIONEER DR PORT LUDLOW WA 983659622 LEGAL DESCRIPTION: S6 T27 R1 W LT 2(E 400'OF S 1/2 LS 60' STRIP PARCEL#: 701061006 Section: 6 Township: 27N Range: 01 W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 SEPTICS BY SUZANNE PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Type of work: NEW Drainfield Trench Septic Tank Length: 0 feet Width: 0 feet Depth: inches Size: 1,000 gallons 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. All construction and development activities must comply with all permit conditions, state and local codes, and Recommended Standards and Guidance documents in effect when the permit is issued. 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 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. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This 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, codified in JCC 8.15 as amended. This permit may not be renewed. / j Jefferson County Environ ental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00063 1.) H - The existing pond must be filled is as per design. 2.) Contact designer prior to installation for staking of drainfield area. 3.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 4.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 5.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 6.) 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. 7.) Dry season installation required. 8.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 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.) 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. 11.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 12.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 13.) Drainlines are to be installed along the natural contours. 14.) 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. 15.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 16.) 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. 17.) 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. 18.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. SEP12-00063 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 9/11/2012 19.) The site plan received on 6-12-2012 was reviewed by the Department of Community Development on 7-6-2012 and it was determined the new septic system meets the requirements in Jefferson County Code 18.22.330(2). The septic location is outside of wetland buffers maximum requirement of 275 feet. No wetland delineation will be required. Any future permits on this site are subject to review for consistency with applicable code and ordinances and does not preclude review and condition which may be placed on future permits. SEP12-00063 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 9/11/2012 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit # SEP 12-00063 Installer Shold Excavating Parcel # 701 061 006 Electrician Cascade Electric Design Flow 240 gpd (peak) Property Owner Kurt and Kathleen Mundee Site Address 93 Nickelbush Lane-Quilcene Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1000 gal Cotton; tuftite o/I filter installed 10/23/12 Pump chamber (manufacturer, size) Cotton 1000 gal; 22 gal/inch; shroud; riser; 10/23/12 Screen(s)and/or Pump Shroud (type, location) shroud around pump in pump tank 10/23/12 Were Tanks tested onsite for water tightness? ©e / No Panel Model infiltrator Timer Model Aquaworx IPC 10/23/12 Pump 1 — Man./Model Orenco PF10051 Flow Rate n/a qpm 10/23/12 Pump Location (i.e. garage, treatment unit, basement) in the pump tank Float/transducer settings Inches Timer from bottom of tank- On/off 20.9 in. Functions: On 6 e min Veto - 29.4 in. Off 8:42 sec® hr Alarm - 29.2 in. Veto On - 6 se /min Storage Above High Water Alarm 480 gal. Veto Off - 6:31 sec mi /hr Dose Counter Reading 275 dose; 268 vdose # gallons/dose 1.05 gal. Elap. Time Meter Reading 0:56:41 mine Pump Throttled? Yes CD Dose Drawdown (in inches) n/a in. Pump 2 — Man./Model Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off - in. Functions: On sec/min Veto - in. Off sec/min/hr Alarm - in. Veto On - sec/min Storage Above High Water Alarm gal. Veto Off - sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes / No If additional pumps- complete the info in this table Dose Drawdown (in inches) in. for each and attach. Other Timer functions & settings (e.g. override on/off) autoclear 22 doses; H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date lnsp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? i'e / No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 1"pvc sch 40 Manifold size/schd 1"pvc sch 40 10/23/12 Orifice size n/a Lateral Size/schd n/a Barrier Material jute Cover Material/Depth n/a 10/23/12 Residual Head (Iat.# & ft. Head) n/a The laterals/pods were balanced ©e / No Source/Manufacturer of Drainrock/Gravelless chambers n/a Drainrock Clean? Yes / No If no, what action taken? n/a Mound/Glendon Site Prep yes Drainfield Length 22.5 ft Width 15 ft Depth n/a inches Caps for measuring residual head stored (location) n/a COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary valves are located on top of the pods; near the ports; At time of the first pressure test both septic and pump tank were full of ground water Shold Excavating fixed a broken pipe that had settled The second pressure test showed that the tanks were functional. I he dose counter and number of doses was recorded 14 December 2U12, this provides tor accurate dose count after the septic system has dosed out all of the testing water. Health Department Inspection issues resolved e/ No / NA If yes how? broken pipe has been repaired Users Manual Provided to Homeowner Date Tank/component Decommissioning Report Attached Yes / No /3 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 3Y INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) OR THAT CHANGES HAVE BEEN NOTED AND THE SYSTE COMPLIANCE WITH WAC 246-272. (1/ iii ZitZ- Designer Signature Date 64F," !,41 � a �yaa"o'�. N1� st��'o •'.i� suzanj'L Martin TITSt H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 System Owner: Kurt & Kathleen Mundee SEP 12-00063; Parcel #701 061 006 Site Address: 93 Nickelbush Lane-Quilcene Pump Tank Detail 5.75' frcm top of riser Installed Riser 26.25"Riser 4:41.S...4:Si'.i�:4 .. :.LAS a. .^.i.'� :..".4i i.s .t f::i . .. `: Inlet .75 ±684 gallons of storage M;'' above high water alarm -- -not including additional capacity in septic tank i4" and tank risers Fi -±486gallon storage :?. K below invert of inlet of ''4 ,a pump tank s.. Veto set 9.4"from the bottom of the bell .h alarm set for 9.2"from y` bottom of the bell `{ ±182 gal working volume `x. Cotton-1000 gallon pump on set 0.9"from bottom 4tank;22 gallons per inch ,k, of the bell ;r, -zb-07 Aquaworx IPCS01 20"from bottom of tank # .74 to the bottom of the bell i1 !•i 8' til .. 4 / N jf O () C CD Q i CD =• ° A CD El) Ct? /b. 4 X — — a" 00 ° Cfl CD .A N C/) 4 CD 4 a fn a A �. 4 a 4 A lit C)C) `, 4 CD E A X A 4 A Cl) O . A CD e� a [------illi-:/ 1 --1 O N II co CD CD �ON NC p p CD CD O CDIV .� N CD tli CD / . ; v '�` v <! Cl) r• CD ate/,,, ,,\ CD = Oo, �� \v� a � ' > CS GJ �' _ "C3 N. �� C N a , y — pa 0 O _ ''</ �' ► } v �L` 1 D N O -0 CD CD • <p- D� CU p. O� -S OO Na= (p 0 " 001C� o - 0 .p---- m(D CDCD m �4a i� ) 1' ,f- 't�e 3 lgd'N xy;Y3:P n) CD Cn 8 m -1 -p a 0 � o (n N - _O CD •In >vy r CA) -t,Wm 0O. mrO o p m ' N� ° vpvO m... 11 W m3 �� w k Z c `� Cl. m n —1o ea0Fcl 3. 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(p (C_D 3 m e �i-.,,,1%�`l` �I 3• 3 -• 3 3 m 3. o .«T 41;% c CD p3 m ov m ° co * ;fir„ ,?. co m m om oo mo - ,^s —v • ?. yam o m 3 -.• o =. z _ ._ i�''- n� cn o o � o • =. 0 0 m X 3 0 w%' : �= Ni fl, ca 0 0_ - 3 0 5- a, o CO c, 0 0 c 0 m13 -0 ns °- v O. = ° 3 � �: ° 0 3cn o- o = v, o ° o mast 3: m (p '''< '6' 3 mg m 5-m 3 m. = E D). 3 m -- C ncmc, in oommm o -, < N(/) N O.o R � (0 ° sou3 3 o -ti °'aa 0 = ' - 0E10 0m a ° o Q � 3q - ° xW � mD 0 0o_ a r Ow � � 0 - mO0 0;a n s 0o O. a: m zCo m mv ° $ - ° m � cuo a Wm . 0 � -ns � a.mQ �cco m m -a oa � G+ N3 o nUI I I Ocam' 5 ° � ° illi 0m 03m O� � y m o -G- 1- m ` '< m O mc, NN m A CD ' mn W mO 7 j O* 7,' mNimK - c c CD oo00c m m 71 • rn CT CD n v • m m a d• cn p (D N o S W 71 Page 1 of 8;Mundee; Parcel#701 061 006 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT %�'� 621 SHERIDAN ST.,PORT TOWNSEND ,WA 98368, (360) 379-4450 !�'� SOIL EVALUATION %4. p!..4 " sem►, %fir. 1O N,►� •:',4`. s�oz`'. �',F ,.%:*- Suzanne L Martin '�'1, Kurt and Kathleen Mundee - :.x us stir'Brunt'` �+ PROPERTY OWNER ' E, y,,,,a SYSTEM DESIGNER Suzanne Martin LEGAL DESCRIPTION: Section 6 Township 27N Range 1W Parcel # 701 061 006 Subdivision Name Division Block Lot(s) 2 Date Logged: 19 May 2012 Logged By: Suzanne Martin Include soil textural characteristics and the depths at` ' I which;significantchanges occur. Be sure to include depth where mottling or impermeable layers occur. Chi t Gjj J ' SOIL LOG #1 SOIL LOG #2 0 to 10 in. Very dark brown gravelly sandy loam ©—10 Bc n S L 0 to 3 in.Fill soils \C� 0--- 1 (2 br O 1(�,(3c� 10 to 26 in.Strong brown gravelly loam n TS�3 to 14 in.Yellowish Red gravelly sandy loam to 26 in.Restrictive 14 to 23 in, Strong brown gravelly loam 1 nc l " r -/- 3L tam m cid' CcYty to in. JUN 1 2 2012. to 23 in. Hardpan �SL J,a l s-r Anticipated water36table 30 in. 3&;, Anticipated water table 21 in. `} SL ,f, ,) Roots to inches \liRoots to 23 inches h+ `! Health Dept. Comments Health Dept. Comments MS 1P k) +o a 3" SOIL LOG #3 SOIL LOG #4 0 to 11 in. Very dark brown gravelly sandy loam <2)—S<2)—S-'— C r \ )C. 0 .to 17 in. brown gravelly loam O I 06n t'''&C� R6c61S+-- 1C —c 751- 11 to 18 in. Yellowish Red gravelly sandy loam -\-- 17 in. light brown gravellyloam Si 18 to 30 jn. Yellow brown gravelly silt loam(not used in design)`M/ 1 t M m to 26 in, restrictive in areas ` --1-1'P M�\� to 30 in. restrictive '��(� c.63\e Tom-kiI 1.i,,, t0 In. RtS > 71( Anticipated water table 30 in. Anticipated water table 23 in. Roots to 36 inches 3 Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 / YSOIL LOG #6 to in. to in. 7 to in. �1' to in. to in. q / to in. to in. FO to in. , 0. Anticipated water table in. S Anticipated water table in. Roots to inches— ----"---"` ,� Roots to inches Health Dept. Comments �' Health Dept. Comments H:IINFOHLTH\SOIL.FRM 1/00 17sl a St cif_, c1 u� an- L0 /c Page 4 of 8;Mundee; Tank Cross Section-Not To Scale parcel#701 061 006 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL 1 ACCESS RISER \II I \41,, _I FINISH GRADE 4- r Ft C / r --1/ 1 TO PUMP J — �� — CHAMBER FROM SEWAGE I SOURCE FLOATING MAT APPROVED EFFLUENT FILTER Maximum 3/16"outlet filter _ SEDIMENTS ell te. 6, „,,..)A65") '''' ,, tt ���� Vil "1 le, K4Si SEPTIC TANK �j��('� 'OP 0 69' ls� ,,�saAt (TYPICAL) We CO , �t �� SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE N11=1=11=111=1/ VALVE FROM SEPTIC _� 4 , � i 1” --►TO DRAINFIELD NK \ 11-3 I — Min_240 Gallon 1 • EMERGENCY STORAGE I ANTI SIPHON VALVE * HIGH WATER ALARM LEVEL —N Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLUME Assembly Il ENCLOSED PUMPCil / SEDIMENT SHROUD* CHECK VALVE* 5 I 18" SEDIMENTS — ' II — SUBMERSIBLE r CENTRIFUGAL S `� PUMP PUMP CHAMBER c�p`r.� `-ocA (TYPICAL) E�I52° N. S�yp�G Jed el ( AS NEEDED Kr' / Daae Page 5 of 8; Mundee; parcel#701061006 CEil Effluent Pumps Oreneo Systems® Incorporated 1-800-348-9843 1M) ... ....._ _ Effluent Pumps PEF1N I PEF, PKP Series 1/3 hp to 1-1/2 hp 3 1 PEF 100J ��..1_____ _ _ 1 F 70 1 i { ax ` - S ck 'PEFlS I— as = 50 v Nill C PEF SO 1 G 40 '` To i co 30 I iNss\I's"ss' P } 20 4 • j € 15'of effluent pump 1 i..._ i head II }. 1 ......._... 1 10 £3 1 , PKP 350 I+PEF 3311 j 0 0 '15 gpm ZO 30 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 Page 3 of 8; Mundee; Parcel#701 061 006 ONSITE SEWAGE DISPOSAL 'hf SYSTEM DESIGN la''f .:;4" `wf► i_ Nfl 5 0 42 a► 20 May 2012 Suzanne L Ma lin f�► Date , S�• NES... ► ExPiflES v11113 Property Owner Kurt& Kathleen Mundee 20 May 2012 System Designer Suzanne Martin Legal Description: Section 6 Township 27N Range 1W Subdivision Name Division Block Lot(s) 2 1. CALCULATIONS If for residential use: Number of Bedrooms: 2 x 120 G.P.D. = 240 peak total G.P.D. • If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.60 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 400 square feet (total G.P.O. G.P.D./ft. squared) Trench or bed width 14.5 feet Trench or bed length 17 lineal feet (sq. ft. + trench or bed width) 11. APPURTENANCES Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 10' Friction loss 2' Pump capacity should be 15 G.P.M. at 15 T.D.H. Number of doses per day per glendon Dosing volume per gbt gallons Pump chamber size 1000 gallons H:\home\pincntr\infohlth\lewd sn page 3 of 8; Mundee; Parcel 701 061 006 111. DRAINFIELD CROSS SECTION tif WFd �� ; MNartingo.. !L / Suzan 16 May 2012 (1A" br.:•. Rock NATIVE SOIL A B C IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth GBT inches B. inches of drainrock below pipe C. 18+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. +/-36 inches of fill (if needed) E. Trench width inches NOTES: Reserve area may require additional treatment. Minimum 3/16th outlet filter must be placed in the outlet baffle of the septic tank. System to be controlled by Aquaworx controller. Access risers to be placed on all OSS components and to remain unencumbered. ATTACH DETAILED DESIGN OF SYSTEM Page 7 of 8; Mundee; parcel#701061006 Design Manual for Glendon® BioFilter Systems in Washington Downslope Feature or Vertical Separation (See 2.4.1 and 2.4.2) Object 18"-<30" L Property&Easement lines 5 Feet Building Foundations 10 Feet Mounds 10 Feet • Glendon Basins 10 Feet Interceptor/Curtain 30 Feet Drains/Drainage Ditches Other objects that impede 10 Feet the movement of water through the soil As measured from the downslope edge of the full absorption area(and the full replacement area,if the replacement area is concentric with the initial area)of the upper unit to the upslope wall of the lower basin. Figure 5—Minimum Setbacks from Downslope Feature .74 N JUN 1 2 2012 r`1 Cr, l ?US ,. _ Figure 6—Typical Glendon®Model M31 System Layout Multiple unit systems should be designed to facilitate dispersing the treated effluent over a broad area. For example,two rows(lines)of three basins each oriented on the contours is better than"stacking"three rows (lines)of three basins each oriented on the contours(each basin normally has its long side perpendicular to the direction of the slope). When the site characteristics require"stacking"the primary units should be laid out in a checkerboard(alternating)fashion rather than selecting units immediately down gradient. Page 8 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc Page 6 of 8; Mundee; Design Manual for Glendon® parcel#701061006 BioFilter Systems in Washington Model M31 Sizing for "Fred Hill"Style Basins'o Slopes 5<20% The calculations presented herein apply only under the following conditions for the slopes listed: • Basin width and length is 6'by 10'with a Glendon BioFilter Model M31 hydraulic capacity of 120 GPD. • Soil load rates are those currently approved by the Washington Department of Health." • Note that adjacent basins along the contour may not be set closer than the spacing required to accommodate dimension D to provide for installation of all absorption areas if required. Any deviation from these conditions renders these calculations invalid. I Basin \ 10' \/ 17.5' 100% Primary Cross Section through Basin Perpendicular to Slope 14.5 (� Down Slope USDA Type Soil 182 3 4 5 6 Dimension Soil Load Rate Gal./Ft2/Day 1.2 0.8 0.6 0.45 0.2 50% Abs. Area 50 75 100 134 NA 100% Abs. Area 100 150 200 268 600 Primary Length 14 15 17 19 Note 11 A 50% Abs. Width 6.5 8 _._ 9.5 B 100% Abs. Width 10 13 14.5 16.5 C Reserve Length 16 17 19 23 D Reserve Width 15 20.5 23.5 25.5 E 10 Area is in square feet. Width and length are in feet. Minimum Installation Size includes nominal 5' width of cover sand upslope of basin. 11 See Page 21 for Type 6 Soil pattern for a 360 GPD system. Page 20 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc Page 8 of 8;Mundee; Parcel#701 061 006 Design Manual for Glendon® BioFilter Systems in Washington Construction Notes, and Disclaimers The following construction notes and disclaimers are binding upon the septic designer,the installer, and the owner or grantor of the property on which the septic design is accomplished.No substitutions can be made without the designer's approval. The construction notes assume that the designer is not a licensed surveyor. 1. This site map does not represent a survey nor does it purport to show all easements or encroachments, if any. If easements are not shown, it is the responsibility of the owner and the owner's liability. 2. The location of this drainfield is based on the owner or the owner's agent locating property lines and corners. If those boundaries are not accurate,the designer is not liable for mistakes in location of primary or reserve drainfields on the design.Easements not shown on design or on the plat map included with the design are the sole responsibility of the owner. However,the designer must make a good faith effort to accurately locate drainfield areas according to these instructions and, as circumstances permit,the preferences of the owner. 3.All surface water must be diverted away from drainfield area. Insure that final grading of drainfield area directs water away from the drainfield. 4. Prepare the site and install the units during dry conditions so equipment does not damage the structure of the soil in the absorption area. Use of tracked machinery is strongly recommended on Glendon®sites. 5. This system is not designed for use with a garbage disposal installed in the building(s)served. Use of a garbage disposal in a Glendon®system will require a larger than normal septic tank and additional expense in pumping fees due to the markedly increased quantity of solids in the septic tank. 6. The property owner is responsible to fill soil logs after final approval of the design. 7.No burning on drainfield area. 8.No vehicular traffic on drainfield area allowed. 9. This system requires a proper degree of maintenance by a Glendon®licensed technician. Certification, design and installation does not necessarily guarantee trouble-free operation. 10.No septic additives are to be used. 11. The property owner is responsible for damage done by landscapers. 12. Curtain drains may be required at time of installation even though not shown on design. 13. The owner/grantor acknowledges having read the above construction notes and disclaimers and agrees to abide by the content. Code of Good Practice for Glendon®Designers: 1. When considering locations for Glendon®units,try to locate them so they are not too noticeable. 2. Staking out the Glendon®is a good practice so the Health Department can see the actual location,and the installer knows exactly where they are to be installed. 3. It is important to see where surface runoff from the adjoining property may be coming,and, if necessary, install a curtain drain to protect the area with the Glendon®units. Avoid installing Glendon„BioFilter units in swales. 4. On tight soils(low permeability),surface runoff can be a major factor, and a swale or berm can be effective to divert surface water from flooding the area. 5. When designing curtain drains at property lines, check for roots for mature trees on the other side of the property which must be avoided. 6.Curtain drains should not be installed against the slope so they become too deep.Also,sometimes you can be in the shallow aquifer. Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc