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Home My WebLink AboutSEP2014-00118 Jefferson County Department of Community Development 621 Sheridan St.,Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Rachael Van Laanen MAILING ADDRESS P.O.Box 285 Nordland,WA 98358 PHONE (360)379-1792,or(360)385-3309 SYSTEM DESIGNER: Michael S.Deeney Designer Phone#: ( 800 ) 395-7296 eG LEGAL DESCRIPTION: Section 33 Township 30 Range 1E PARCEL#976200501 h — 5p Subdivision Name Division lock Lot(s) Site address/Directions to site 72 Beveridge Lane, Nordland SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential New Tanks(s)only Private Residential ADU Modification X Public X Commercial X Expansion Community Upgrade Repair SITE SIZE 4.76 acres SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP07-00097 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 360 Soil type n.a. (attach soil eval.) Application Rate n.a. gal./sq.ft./day Bed Length n.a. ft. Trench Width n.a. ft. Trench/Bed Depth n.a. in. Septic Tank size n.a. gal. Pump Chamber size n.a. gal. TYPE OF SYSTEM Install gravity graywater line from barn to existing septic tank and modify reserve area 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 application will be separately judged by the rules and laws in effect at that time. Property Owner Signature Date VYr1/41 FOR OFFICE USE ONLYU PARI (� ,,'^J 1 /c2 //0 T AL ASBUILT�O�C{ j FIN� ,, � `{G�APPROVED i INSP/PUMP TEST PWe ff /4' ,N X3/4/ ALL HOLD .MET . (11 rlt� t!1ct, ! �/`tp , barA `i Date 9Jzteji Fee 1 2`� Rec# Ch 0 11 Check# Case#SEP o soh ` JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypubricheakh.org Nnone :3bU-38b-9444 1-ax MU-:3I9-446 ON—SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP14-00118 Date Received: 09/26/14 SITE ADDRESS: 72 BEVERIDGE LN Date Issued: 11/13/14 NORDLAND, WA 98358 Date Expires: 11/13/17 APPLICANT: SCOTT BRINTON PHONE: 360-379-1792 RACHAEL VAN LAANEN PO BOX 285 NORDLAND WA 98358-0285 LEGAL DESCRIPTION: NORDLAND BLK 5 SW&NW LESS TAX 59 PARCEL#: 976200501 Section: 33 Township: 30N Range: 1E DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: TRANSPORT LINE No. of Gallons per Day: 360 Type of work: MOD Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 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 ag, Syst-ms, codified in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Environmental 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.: SEP14-00118 1.) Waste Strength (BOD, TSS, Grease and oils) is to be monitored annually at a time set by JCPH upon request. Responsibility is that of the owner. Results are to be submitted to the Jefferson County Public Health Dept. 2.) Exceeding the permitted design flow of 270 gal/day average, or 360 GPD peak day, shall constitute a violation of this permit. Water usage monitoring shall be conducted monthly. These monitoring results shall be submitted to the Jefferson County Health Dept. no less than annually. 3.) Approval/issuance of a sewage disposal permit or installation of a septic system does not guarantee the approval of other development or a building permit on this site. Future buildings that require connection to an on-site sewage system (OSS) shall only be approved if the OSS meets the current standards and codes in effect at the time of the building application. 4.) JC Building Dept. determined that the existing plumbing installed in the building identified as a 'barn' did not require a building permit. Additional plumbing or modification of the building for human use does require a building permit and review by JC Environmental Health. 5.) Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 6.) 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. 7.) H - Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking, driving, and other land disturbing activities prior to final. 8.) This permit was issued to correct a violation of WAC 246-272A. Installation of septic system components without a permit. The permit must be completed within 90 days of the date of issuance. 9.) H - AS PER WAC 246-272AAND 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 10.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 11.) 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. 12.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 13.) 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. 14.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 15.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. SEP1 4-00118 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 11/13/2014 16.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 17.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 18.) 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. 19.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit. Exceedence of domestic waste strength standards shall require addition of pretreatment to comply with WAC246-272A. 20.) 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. m 1 a lock (`e5 i,c c) NI) P1111\< rce_VD (\ ** i-c) n CpLI 64)-k C- -e-rrij IN 4)16d 1 4) SEP14-00118 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 11/13/2014 t • • X- -x---+i..,. os cap J ` \W�kia "C p2 O 00 Z � x Co h¢e T ¢ 02 mQ mpVee�� i 14.1 Z U 2Q 3 id It'. 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A z III %.- • mJ.� III,` ... _ �k 0-1 ti � n00 2 ti Ca CI 2' O C) 0 n nAyj O C A as 2 ` I — 11— — — — III== z om �e{vrson 615 Sheridan Street Port Townsend, WA 98368 Public He5alt www•JeffersonCountyPublicHealth.org �- i Case# SW\ 1 t) Site Address 1a. --Ot C p i` `--yam D to/Staff Notes a . V) 80 UVYY\ ,\ bOff\ P,Q.c_.\/\.& 4 v-Lkk& 4X,E, (344 ,.0Vvrt'1 YX).1--rA z761 G,��f `1 Sz S%n 1 rl p c,((J C `.)", 0 (\ (Y\'zC ) \C\ULL\c„ tiN VOrY-C\ <61.(\$ — i A 413-\--1 J `k a4 \c) (7_, ,try,\e\kto c_c4J,) not°. L-$ A l i -671 Y> a - I Ct `a\'(2 61.7 0-bc,s ‘. , 1 ---- `b(I rel.): '74 itI Skb iSa+ +0 tom' wip5$c &s f3 ,ic,n lfo Ld- / obo v-e.. Cs251-)i coo M , 613 e>ed at e 4)e.c O Afivtx- sc.6 tf c6(\;n+On cv‘P\ 41h.' ‘4— 6141k ,OC' ceS'S t 6b,,a. m1 I k rode55 c_s 5For /&d p O&S 7111MINMEMNIIII \ --7...- ,•-.) \ .-, ---..... SC4LE IN FEET -------...___._..... .-------- ," HAND WASHING SINKmmirliwu' pur.urH 1 1 , 1 ‘ 1 1 L':',j) Li WASHING '16' ROOM N- t, ,._ c,;±(ic) I WASH SINK RINSE SINK ...... -,,, 4, - \,,, .• , , nif (''t )'3 -1 C.,...) SANITIZER SINK .) C'0(t e.:\, 5,,.\-e:', CHEESE d r ' PRODUCTION , , i ROOM 5-:)4P1\ ( 1 k,', 3‘--3(-\ 4\ski;(, ',':,-)I\i(kid \ , t • rl (i t r' 11,11VD & EQUIPMENT 6 ,i ( (i) ).-. .,.„! (.;,-.:1,-, ) -66Y\ WASHING SINK -IA\ LQ- \-‘4<t tik-.5 yr\ t,1 -1( 1+026A, GENERAL HAND WASHING SINK EXISTING BARN (LOCATION MAPPED BY CDS 7/28/14) EXISTING BARN - PLAN DETAIL September 22, 2014 9:27:48 o.m. Drawing: VANLAANEN, SCOTT & RACHEL, SEPTIC DESIGN, MODIFICATION & RA.DWG.DWG © CREATIVE DESIGN SOLUTIONS, INC. 2014 33(30-1 E) SEP77C SYSTEM ANALYSIS EXIS77NG BARN DETAIL 0.7A) CREATIVE DESIGN SOLUTIONS RACHAEL VAN LAANEN DRAWN BY: MICHAEL S. DEENEY 1V; Septic System Designs, Permits, & Inspections P.O. BOX 2787,PORT ANGELES, WASHINGTON 98362 SHEET 1 OF 1 DATE: 9/20/14 CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM "211 CREATIVE DESIGN SOLUTIONS, INC. POST OFFICE BOX 2787,PORT ANGELES,WA 98362 Site/Soils Evaluations&Feasibility Reports MISanitary Surveys Septic System Designs■Construction Inspections&Certifications (360)457-6353 (800)395-7296 FAX(360)457-6687 Email:mike@cds4you.com CDS INC. PROJECT PROPOSAL ' TO: Linda Atkins, Jefferson County Health Department FROM: Michael Deeney DATE: September 22, 2014 SUBJECT: Parcel Number 976200501, 72 Beverage Lane, Nordland Hi Linda, The purpose of this septic system design proposal is to attain permit approval of the existing un-permitted gravity graywater line installed from the existing barn to the existing septic tank for the Glendon Biofilter system approved and installed under SEP07-00097. Additionally,the reserve area is being redefined in order to accommodate and driveway that was installed along the South property line. This proposal will also provide an analysis of the wastewater flow from the cheese production facilities in the existing barn to determine if the flows and wastewater strength are within acceptable parameters for the existing Glendon Biofilter system. Wastewater Strength (Quality) Analysis On August 26, 2014, this office took an effluent sample from the clarified zone in the second compartment of the septic tank and delivered the sample directly to Twiss Laboratories. See Table 1 for wastewater strength test results along with the range of acceptable wastewater characteristics based on Glendon Biofilter Technology November 29, 2010 published parameters. Table 1 Wastewater Strength Glendon Biofilter Twiss Laboratories Results Parameter Technologies Acceptable for 8/26/14 Sample (mg/L) Parameters (mg/L) BOD5 130 - 174 104 TSS 47 - 62 30 Oil & Grease 10-20 17 Based on these results,the system is currently operating within acceptable parameters in relation to wastewater strength (quality). Linda Atkins Van Laneen Project September 22, 2014 Page2of4 fi Wastewater Flow Analysis Maximum anticipated flow should be below two thirds of design flow: Design flow = 360 gallons per day Two thirds of 360 gpd = 240 gpd maximum anticipated actual flow Control Panel Run Time Readings: 8/8/14, 2:00pm: 275 hours, 0 minutes, 41 seconds 9/20/14, 11:20pm: 282 hours, 39 minutes, 21 seconds Days between readings: 42 days, 21 hours, 20 minutes = 42.89 days Difference in Run Times: 7 hours, 38 minutes, 40 seconds = 27,520 seconds Note: The Glendon units were balanced on 8/8/14 and the timer "on" changed from 10 seconds to 9 seconds. 27,520 seconds /9 seconds per dose = 3,058 doses 3,058 doses x 2.49 gallons per dose = 7,614 gallons 7,614 gallons /42.89 days = 178 qpd current actual average flow Based on this flow analysis, the system is currently operating within acceptable levels in relation to the quantity of wastewater flow. Adding Blackwater Flows to the System Quantities: The owner is currently using a composting toilet in the existing residence, however, they wish to convert to a full graywater/blackwater system. Therefore, we need to estimate both the additional wastewater flow and strength for the blackwater flow. Also, they are proposing replacing the existing 1 bedroom residence with a new 2 bedroom residence. Typically, there are two people in the first bedroom and one person in every bedroom thereafter. For a 2 bedroom residence this would equate to 3 people which is the number of individuals currently living in the existing one bedroom residence. Therefore, the wastewater flows from the residence will not be changing. For a 2 bedroom residence: 3 people times 6 flushes per day per person x 1.6 gallons per flush = 29 gpd blackwater flow. 178 gpd current actual average flow+ 29 gpd maximum anticipated actual blackwater flow= 207 gpd total maximum anticipated actual wastewater flow with both graywater and blackwater. Keep in mind, the current residence uses much older higher water use wastewater generating fixtures than would the proposed new residence. These fixtures in the Linda Atkins Van Laneen Project September 22, 2014 _=, Page 3 of 4 `"- new residence would meet current code and generate a substantially smaller amount of wastewater. Based on this analysis, it would appear the system would still be operating within acceptable levels in relation to the quantity of wastewater flows if blackwater flows were to be added to the system. Wastewater Strength (Quality): According to the "Assessment of On-Site Graywater and Combined Wastewater Treatment and Recycling Systems", 1992, by the National Association of Plumbing-Heating-Cooking Contractors (PHCC), the average BOD5 and TSS for residential wastewater (combined graywater and blackwater) is 260 mg/I for both BOD5 and TSS. However, these figures are high compared to other more recent established limits for these parameters (see Table 2). Table 2 Wastewater Strength Parameters Ranges from Various Sources Wastewater Strength Glendon Biofilter Washington State Orenco Systems, Parameter Technologies DOH Treatment Inc. for Advantex Acceptable Level E (mg/L) Systems (mg/L) Parameters (mg/L) BOD5 130 - 174 125 150 TSS 47 - 62 80 30 On the basis that the more recently established limits are a more accurate reflection of the wastewater strength of the effluent leaving a standard sized septic tank, the figures from the PHCC study will be extrapolated to match with the worse case values from Table 2. This extrapolation will then be applied to the blackwater only BOD5 and TSS figures from the PHCC study of 280mg/I and 450mg/I, respectively (Table 2-2 in the PHCC study). This extrapolation equates to a blackwater only value for BOD5 of 188mg/I ((174mg/I divided by 260mg/I)times 280mg/I) and a blackwater only value for TSS of 138mg/I ((80mg/I divided by 260mg/I) times 450mg/I). Combining graywater and blackwater Projected BOD5 after adding blackwater: [(178 gpd times 104mg/I BOD5) plus (29 gpd times 188mg/I)] / (179 gpd + 29 gpd) = 116mg/I BOD5 Projected TSS after adding blackwater(using 138mg/I TSS): [(178 gpd times 30mg/I BOD5)plus(29 gpd times 138mg/I)]/(178 gpd +29 gpd) = 45mg/I TSS to Linda Atkins ', Van Laneen Project " September 22, 2014 Page 4 of 4 From a very conservative angle,the value for blackwater only TSS in the PHCC study was 1.6 times greater than the blackwater only BOD5 value in the PHCC study(450mg/I & 280 mg/I, respectively). If a conservative TSS value of 1.6 times the extrapolated value of 188mg/I BOD5 were to be used for the blackwater only TSS, this would equate to 301 mg/I TSS (188mg/I extrapolated BOD5 times (450mg/I divided by 280mg/I from Table 2-2 in the PHCC study)). Projected TSS after adding blackwater(using 301mg/I TSS): [(178 gpd times 30mg/I BOD5)plus(29 gpd times 301mg/I)]/(178 gpd +29 gpd) = 68mg/I TSS Although the upper limits of this very conservative approach are above the maximum value of TSS parameters set by Glendon Biofilter Technologies, it is believed that these very conservative values are just that . . . very conservative values, and that future testing as outlined in the conclusions will bear this out. Based on this analysis, it would appear the system would still be operating within acceptable levels as established by Glendon Biofilters Technologies in relation to the wastewater strength(quality)of wastewater flows if blackwater flows were to be added to the system. Conclusions In conclusion, the system is currently operating within acceptable parameters for wastewater quantity and quality as established by the standards of the industry for maximum anticipated actual wastewater flow and by wastewater strength parameters established by Glendon Biofilter Technologies. It is further believed that this system will still be operating within the above described parameters if blackwater flows are introduced into the system in conjunction with constructing a new 2 bedroom residence with lower water use fixtures. As a precaution, it is recommended that further review of wastewater quantities and qualities be performed six months after introduction of blackwater flows into the system. CREATIVE DESIGN SOLUTIONS, INC. // Ai4atz ,0r,✓`2 y i n74:4 �� ProfessionalMichael S. Deeney 0�� d'�Oc `4 Treatment Systemte Designeer water `til- MICHAELI S. DEENEY� License No. 5100110 LICENSED DESIGNER 1� wwz,/ •,/,#i•wzI EXPIRES 06/18/1 C:\Data\Wpw\Memo\Van Laanen,976200501,Wastewater Analysis(Rev.1).wpd I 39 0 Jefferson County Department of Community Develo . •,,1. 621 Sheridan St.,Port Townsend WA 98368,(360)3 SEPTIC PERMIT APPUCATION , •.', �� PROPERTY OWNER Richard Kirkwood ets MAIUNG ADDRESS P.O.Box 135 \i, � F' Nordland.WA 98358 � ' > PHONE t 380)379-3458. SYSTIM DESl01ER: Michael 8.Deenev Designer Phone st (M,) 395-7298 LEGAL DESCRIPTION: Section 33 Township, 30 Range 1W PARCEL#978200501 Subdivision Name Division Block Lot(s) Site address/Directions to site 7084 Rader Rd.. Nor<Nand. WA 98358(this residence Is West of and adlacent tf Subtect Prooertv • SOURCE OF SEWAGE USE TYPE OF WORK WATER SOURCE Residential X New X , Private X Residential ADU Modification Public Commercial Expansion Community Upgrade SITE SIZE 4.78 acres+/- SYSTEM TYPE Partial Repair-(tank) (drainfleld) Previous Evaluation Conventional Designate Reserve Area Yes#OTH08-00 018 Alternative XjjjQQQ�� No (,7� i1'�7 f Y V��f SYSTEM DETAILS 069,4c7 ne72. 7, 7(A1 Number of Gallons/day Soli type 4 (attach son eval.) Application Rate 0.8 gatfeq.R/day • Drainfield Length ► ft Trench Width N.A. R. Trench/Bed Depth NA in. Septic Tank size 1.000 pal. Pump Chamber size 1.000 gal. TYPE OF SYSTEM Glendon Biofllt,r CDC •r�_ ca014.___.. w e e, l�e��(((;r4,___ _.,_,„.. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to 1 e best( oof their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this r application packet may result in this permit being nue 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 scare 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 apple nt informs the County in writing at the time of the application that he or she requires prior notice.Inspections shaft 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 wean 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,ft DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future ion will separate ••••ed by the rules and laws In effect at that me. i i ‘ Q • ...._.: , telss- Propc(y _ Sig Ale. 1q11`curooto USE ONLY /'> iy PARTIAL ASBU LT 2'1111° FINAL to/v0 APPROVED iNspipump TES I- -03. 0 f1-t641-4 -Ae.,43 1 --(1.-se 2 � ALL HOLD REQ.MET t� q !� Cr)3 iIS f l/)l Fee 514( Rec fl l b I—) (A Check# ' - I Case#SEP Cr?(r7 — a ittahWrpolcoadyi81geFonreiJeffersonVisplePemitFa donsWentaanen,Ractsul,Parcel 0070200501.rgd SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP07-00097 Date Received: 03/15/07 SITE ADDRESS: BEVERIDGE LN Date Issued: 05/02/07 NORDLAND, WA 98358 Date Expires: 05/02/10 APPLICANT: C RICHARD KIRKWOOD PHONE: 360-379-3458 PO BOX 135 NORDLAND WA 983580135 SUBDIVISION: NORDLAND BLOCK: 5 LOT: T59 PARCEL#: 976200501 Section: 33 Township: 30N Range: 01 E 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 • herwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage ems, codified 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. --- �l. A GARDNE-, Jefferson ounty Environmental 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 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: :0 GLENDON BIOFILTER �,r I No. of Gallons per Day: , 3 tiw' 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.: SEP07-00097 1.) ALL DEVELOPMENT AND CONSTRUCTION ACTIVITIES MUST COMPLY WITH ALL PERMIT CONDITIONS, STATE AND LOCAL CODES AND RECOMMENDED STANDARDS AND GUIDANCE DOCUMENTS FOR THE SYSTEM DESIGN IN EFFECT WHEN THE PERMIT IS ISSUED. 2.) 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. 3.) 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 FOR THE TREATMENT STANDARD TO BE MET AND THE MANUFACTURERS GUIDELINES. 4.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 5.) Designer must be contacted prior to start of construction and for inspections during installation. 6.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner. 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. 8.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 9.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 10.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 11.) Dry season installation required. 12.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 13.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 14.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 15.) Drainlines are to be installed along the natural contours. 16.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 17.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 18.) 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. 2 of 3 11/22/19 I:\F_SEP_Permit.rpt 19.) Pump chamber shall be water tight and a minimum capacity of.... It shall be equipped with a control panel outside within line of sight of the pump chamber. The panel shall have an audio and visual alarm, a cycle counter and a riser to grade. It shall be UL listed and meet L&I requirements. 20.) A screen shall be provided either at the outlet of the septic tank or around the pump or at both locations. A pump shroud is required if only an outlet baffle filter is used. 21.) Dose counters are required in the control panel for all drainfield components. 22.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser over inlet. 23.) 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. 24.) 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. 25.) 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. 26.) 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 COMMUNITY DEVELOPMENT- 621 SHERIDAN ST, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT County Inspector(to be filled in by County) Date Inspected by County Designer /'W/. i>. -.&--",.&'c,--- Permit# SEP D 7 -OCe,ct 7 Installer /?/la/ZP-5,-- i)" C'N/Z7- Parcel # ---lee' Zoe .`O/ Electrician Design Flow 3&0 e03'''1)::) Property Owner ‘'ea Irl-$,e-/.' A'gt,xi W /'4C/9,/9e Vr4fA/I,9.5,/v,e'/</ Site Address 7a 13e L/IF/z/iza4 4/v../ Ndie.L>44,/s/.1>,, 49,'" 7 A3 SS- ITEM SIZE/MANUFACTURER/CLASS/SCHEDULE DATE Tank (size, baffles, risers, etc) /BO &/9L Z Ca'-vF 0/7/9FFGAS e©o y'-G,'7- -'GT�.2 /-1-o8 Pump chamber(size, baffles, risers, etc) /dd0 /i 1Z. /-1----0 35 Screen(s)/Pump Shroud Pe/ P yen/4r 49/erp"G.ar,it SCl2gF/'/ /""T.-DB' Float arrangement 44'// 49D/7,e )17/7/1"/ra504-c;,e.. 1-9---og Second pump -- Emergency Storage Above High Water Alarm (# gallons) '3 j 3 1-�-U� Pump#1 PF-10©S 11 Pump#2 Anti-siphon device Sandfilter basin high water alarm shuts down pump to Sandfilter Yes No Dose Counter Reading 30 Elap. Time Meter Reading /S-4-1,,v 22$ c _ �-OS Dose Drawdown (in inches) a• / 2nd Basin //-9-O2S #Gallons/dose 7•¢ 2nd Basin /-9---OS Panel Model AePa,749Ord}! rPe-$ Timer Model /404°/4-/te}/ /-- -o$ Timer Functions: On time /O 3-eG Off time //M/Ar S 9z-E c j__-__ -_-c:_24 Other Timer functions & settings (e.gcverride on/of� r_p 1 r s.,,/,fit /3-.3" ,g6tout-,10 ®N�,c-A-" Transport Pipe ' ,liz-cH Manifold /-'S--OB` Orifice size Lateral Barrier Material Cover Material/Depth Residual Head (lat.#&ft%Head) Sand Fill (met ASTM?) Sandfilter Basin Mound Site Prep Drainfield Length ft Width ft Depth inches COMMENTS (inspection notes, changes from design or deficiencies in installation)Attach additional sheet(s) if necessary 4,1 1?4<R.'/C//0p f /0 n j--p /,-(3P e-1/ '/' /94)c"-T J 'Ax t ig/t1' Slap-G/ 5 r, .-//,..1,07.-2 o.Av(A`GL ®-tet' iv la.6',f ,, 7/14 a ' . 'Ks -- 2 ' &Ar1-2 .g ry) ‘ra4aIt@ 95 L/ gAtccS 45$', /74,d c)GLlz S 72 Za,S S. $a-➢a,9 0 .449[9r449e,/2,k 17-1?i'?NSr-02- ez e L 5 fE `•-""__ '2/l;Mc,vPz..e9o/Z eC 7-�7`/\/ _ Users Manual Provided to Homeowner W/r// #2.,rco/�b D/2-,1,-4>/AG Date ATTACH RECORD DRAWING signed by Designer or stamped/signed by 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 has apprbved by,Jefferson County "Z -07 (Permit A•proval Date) or that changes have been noted and the system is in compliance with WAC 246-272. 2-08 Designer Signature Date License # ^� &V' 6�`r\ �,C.Q 0. �-3 1-0 q l�- C�e�c� �•�•�.5 (�o i r ''0A--- -,1,,'' �"� Ok ,t\'`J c -r- 'A krttk ��` �-sty CI -��-� csa � �.�n'�� ;��l-�,� 0�Y�stil 1 Mks �`�X �X Y_ X v `�,. ��'X�.��iX v 06'LZ2 x W cc,..c) W p�peo ti N 2 I U�y-2 p �o Wg 3 x' �o�4-Z-m W h3 °, I ��oWo U ^�� 21� ,. tilde tiW t'' W 2 ti=y 4.1 Go o� (4-, �W x I -41'116- eW �3� ° oa o zt; e2 N ki U ?x,,zo Q `�c~i V, oW2 e� o ix • Octo°�?w ~ atim-: W ^�2 WpaWWI m°a2��°p o p ea Q • a�ac�oZU i,-;37“, Q h = old 0 0 ry a x e, II >c p o Cc e z CI- 4W2W�2� u_O. rno� �2 t WOW W W"'� �e " MO 22�''hQo �S°� �ac°> oo I W • ) �OW,��~o 2WWW i22o 2j V' U2�W22 ill �e2VOti, Q �� O_ L°W o� x `� a L.•-• CC 0 imv°im 1.- eh4'i e� W N M 2 J=~OOoO • 0 Cr)>•• W X I cn Q r8 oL 3 U% I �O�� 41eQ - r-X X�x I I eW�v°iCt- ¢UeZ JI *....'",..........N Wti�2OOi X I I W �p�pti Wp4OhQ,W 00 W / Y it' )1\ X I ��ZO�oU2W 7i, L ,1P1 O �We3t.z. 0z 0...., zr,„ >,, WW� C.‘, /1 cn / 0 IIIIII/i` --„,,III : i\63 Eal--jvic cli!4-, a t1! 21U`�Y\ / ____-/ 11'1111nr '4�ar<..' a0 f/ �j. 4- C / '+'4�[ b J II N. 4/4 cz ct • ''��i/I.�\ Q Si'Mc 214 1 I Z I \ I 0 cs4 co' cn in 1t Li 2 v /2JJ x Y toO,n 2 L.1 V IIH /¢¢y 3o° \ U¢ 3x�j CO z S: 1'7: 4.1 k. / ///// ' k j to p ul aQ.o 2 1—1-..0 LI k •li,z�r.l•,;.:. 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Owner's Manual Models M31 and M3 /2, C9',9 - Vi4N L Ai9NE" Initial Owner -re 4%')'-'7- 23/2/,v7-41)"," Site Address 7 Z 8 EVE ?d F 6A4 City, State j1/O41D1-r4/c1) t✓/¢ 4 8`3 S'F5 Model M 31 System Design Capacity '3�d Gallons Per Day Installed By /#'7/9R1'1P "724fei1k7 L/11v1:> 2Ar E :4Yif7"04‘61 et° Date Install Completed /-V-4°40 Date Placed In Service For Service Call ( 3lo a ) 3 79 —4.4 S-2- Parcel ZParcel Number: 974; Zoo B-0/ Foreword Your septic system is a small sewer plant that operates to convert sewage into clean water which is disposed or dispersed into the surrounding ground. A normal sewer plant, or wastewater treatment plant, has many people monitoring and adjusting it daily to make sure that everything is working properly. Your septic system is designed to operate without daily maintenance while processing sewage into clean water. The average household uses approximately 200 to 250 gallons of water per day, or about 91,000 gallons of water per year. After about 11 years your system will have processed nearly 1,000,000 gallons of sewage. Your septic system makes it possible for you to live in your house, and it is our hope that you will respect and protect your septic system. System Description The system has five major components: the septic tank,the pump tank, the control panel, the BioFilter and the ground surrounding the BioFilter. Refer to Diagram of M31 (http://www.glendon.com/html/m31.htm). The septic tank receives the wastewater from your home. It contains two compartments. The solids settle to the bottom of the tank and the soap and greases float to the top of the liquid level in the first compartment. The relatively clearer liquids near the upper center of the tank pass into the second compartment to allow some more suspended solids to settle out. The effluent then exits the septic tank through the outlet baffle, which has a filter in it. The effluent flows by gravity to a pump tank. The pump tank contains the pump and the floats that tell the control panel where the liquid level is in the pump tank. The pump sends the effluent from the pump tank to the BioFilter for processing. The pump is turned on and off by the control panel to insure the BioFilter is optimally"fed, the rate is always the same, the pump chamber stores the effluent in the event that you occasionally use more water in a day than the system is designed for, or in the event that there is a temporary loss of electrical power to the control panel. In some installations the septic tank and pump tank may be replaced with a single tank. However, the functional operation of this single tank is the same as described above. The control panel turns the pump on and off to deliver sewage to the BioFilter. The panel gets electrical power from a main or auxiliary breaker panel,which is usually in the house or garage. There should be two breakers in the electrical panel, one for the control panel, and one for the septic pump. Both of these breakers must be on for the system to function normally. The floats in the pump tank sense the liquid level in the pump tank and allow a programmed timer in the control panel to turn the pump on and off as necessary to keep the system in balance. Most of the time the liquid is near the bottom of the pump tank, but in the event of abnormally high water use, the high water alarm will sound in the control panel and the alarm light will be turned on. Push the alarm light to silence the audible alarm. The light will remain on until the level in the pump tank returns to normal. During the high water condition you should reduce the amount of water you use so the system can return the liquid level in the pump tank to normal over a period of time. As described above, the pump tank and control system are designed to handle some surges in water consumption, and the system should have very few high water alarms. Frequent high water alarms may be caused by too much water use over an extended period of time, ground water leaking into the septic or pump tank, or a water leak such as a leaky toilet or faucet in the house. The closing hasp on the control panel may be locked with a seal that must be broken or cut to gain access to the interior of the panel for service or adjustments. Servicing and adjustments inside the control panel must be accomplished only by a Glendon licensed technician. The BioFilter is located in the mound-like area in the yard. It receives the raw effluent from the pump tank and processes it to nearly pure water. There is a cap on the stand pipe which may be removed temporarily to note the liquid level in the standpipe. The ground around the BioFilter receives the treated water and disperses it to mingle with normal ground water in the area of the BioFilter. Maintenance Routine maintenance of the system is accomplished by the owner. If you are the initial owner you should sow fast growing grass seed or ground cover on the BioFilter. This is required so the BioFilter will maintain its shape which is important to its proper operation. Ground covers or other small plants may also be planted on the BioFilter. Also see the amplifying information on Owner Responsibilities and Landscaping. Some health districts may require maintenance and periodic testing of the BioFilter system, and this must be accomplished by Glendon licensed technicians. Health districts may require the owner to provide proof of maintenance service by having your technician provide copies of a maintenance contract or report the results of their maintenance visits. The control panel may be serviced only by Glendon BioFilter licensed technicians. If a Glendon licensed technician arrives to accomplish maintenance, and finds the seal has been damaged they will assume that the panel has been tampered with by an unauthorized person. Glendon licensed technicians will report this intrusion to the installer, who, at his discretion, may void the warranty on the system. A description of preventive maintenance is included at the end of this Manual. Guarantee Provided the system is operated and maintained by the owner as described in this Manual, the installer guarantees the performance of each BioFilter for two years from the date of installation. The pump and timer are guaranteed for one year from the date of installation. Owner Responsibilities The owner is responsible to protect and maintain the system as installed and agrees to: • Limit average water consumption to the system design capacity. • Protect the BioFilter against physical damage and not change its shape after installation including not adding any soil or other materials on the BioFilter that may block its free access to air which is necessary for the biological purification process. • Protect the intended flow path of the purified water away from the BioFilter from excavation, compaction or other disruption. • Protect the septic tank and pump tank from surface or ground water intrusion into the system. • Call your installer or maintenance technician in the event of frequent high water alarms. • Do not tamper with the control panel or attempt to adjust or change the settings. Control panel maintenance must be accomplished only by Glendon authorized maintenance technicians. Failure to observe this policy may result in revocation of your warranty. • Once a year remove the outlet filter in the septic tank and wash it off with a garden hose. Every three years, have the septic tank checked for solids and pumped if necessary. • Garbage grinders are not recommended for use with septic systems. Tips to Get Maximum Performance from Your BioFilter. • As soon as the installer has completed your installation: • Sow the BioFilter thickly with a fast growing, deep rooted grass seed or similar ground cover, especially on the sloped and raised areas. Rake it in lightly and water regularly until the planting is strong enough to maintain the shape of the BioFilter. • Access to the top of the raised area of the BioFilter can be provided with some well constructed steps over the sloped area and a flagstone or"paver" path to the stand pipe in the middle. • Put a temporary fence or other barrier around the BioFilter to protect its shape from erosion, animals, children and other traffic until the grass or ground cover is well established. Water Conservation Principles The following features and practices will significantly conserve water use in the home environment. • Have low flow plumbing fixtures installed throughout the house. • If the Glendon is installed as part of a repair,then replace the fixtures with low flow units. This is especially important that toilets and shower heads be replaced first. An alternative to replacing a toilet is to put a jar or brick in the flush tank to reduce the volume of water used for each flush. Initially immerse the jar in water right side up without a cap so it will fill completely. Make sure the jar or brick is clear of the flushing mechanism so it will operate freely. • Do not use toilets as a wastebasket. Do not use the toilet for such items as paper towels, Kleenex or other trash not contaminated with urine or excreta. Landscaping the BioFilter Your Glendon BioFilter can become a landscaping asset. After it has compacted and solidified, it will support normal soil loading. Water is approximately 12 inches below the surface of the top. This provides a unique opportunity to grow attractive, profuse and lush wetlands plants such as canna or calla lilies, water iris and may other hardy and exotic varieties. Blueberries and strawberries (both wild and domestic)do especially well there. Shallow rooted plants are recommended. Do not cover the sand with anything that will tend to smother the surface of the unit(s)or interfere with the unit's ability to"breathe." Large bark may be placed on the top and finer bark at the foot. Small shrubs and fruit trees will thrive at ground level around the unit(s). Watering the surface of the unit(s)to assist the seeds and small plants to take root and grow, especially in the dry season, is recommended. Care should be taken not to completely saturate the cover sand. Plants should not need any irrigation or fertilizer after they are established. See our landscaping page Questions and Comments We take pride in our product and our team of licensed designers, installers and maintenance personnel. Your questions and comments are important to us. Please contact your installer or maintenance technician, or call Glendon BioFilter Technologies main office at 360 638-0030 during normal business hours, Pacific time. • Third Party Maintenance Procedure Septic Tank and Pump Tank The septic tank and pump tank should be checked for solids every three years and pumped if necessary. Annually, the filter in the outlet baffle of the septic tank should be washed off with a garden hose while holding the filter over the riser of the septic tank so the debris is washed back into the septic tank. The riser lid on the pump tank(and septic tank, if it has a riser)should be checked to see that it is in good condition and that the cap screws are installed tightly so the lid is "childproof'. Control Panel The control panel is set at installation to deliver the designed capacity of the BioFilter on a daily basis. The plastic lock seal on the control panel should be checked as intact. If it is broken or its wire hasp has been cut, contact the service company whose name appears on the face of the control panel. If for any reason the company listed on the control panel cannot be contacted, then call Glendon BioFilter Technologies at(206)780-5004 during normal business hours Pacific time for the name of a certified operation and maintenance technician in the area. High water alarms may occur because of occasional excessive consumption of water while entertaining guests or other temporary high water use demands. Push the lighted button on the face of the control panel to silence the audible alarm. The light in the alarm button will remain on until the level in the pump tank returns to normal, possibly 1 to 2 days depending on the amount of water being used. If frequent or persistent high water alarms occur, check for a leaking toilet or water fixture in the home. If water use has not been abnormally high and there are no water fixture leaks, then a maintenance technician should be called to check the septic tank and pump tank for watertight integrity, and check the control panel and pump for proper operation. Shape and Physical Integrity of the BioFilter There should be no changes made to the shape of the BioFilter unit after it is installed. It is the owner's responsibility to protect and maintain the integrity of the BioFilter as installed. The top and sides of the BioFilter should present a smooth appearance, and no soil or other material should be added or removed without consulting the installer. The top should be approximately horizontal and the sides should slope away from the BioFilter at approximately 45 degrees until the sand reaches a depth of about 6 - 12". Grass or similar ground cover should be planted and maintained on the top and sides of the unit throughout its lifetime. The top and perimeter may be planted to small shrubs or similar plants. Remove the cap from the standpipe (or inlet pipe) in the center of the top of the BioFilter. Verify that the liquid in the standpipe does not overflow the top of the standpipe. If this condition occurs,the unit requires maintenance. Replace the cap on the standpipe snugly. The area around the BioFilter may be moist or soft because of the wicking of treated effluent. This is a normal condition and there is no cause for concern because there is moisture or dampness around the edge of the BioFilter where it meets the native soil. No problem is indicated under these circumstances unless there is a foul odor associated with dampness. This odor will be similar to that in the standpipe when the inspection cap is removed. G:\Gen\Mike\Septic Systems\Glendon Biofilter\O&M Manual.doc Glendon® BioFilter Technologies, Inc. Receipt for Owner's Manual Initial Owner Site Address City, State Model System Design Capacity (Gallons Per Day) Installed By Date Install Completed Date Placed In Service For Service Call ( ) Signature of Initial Owner Date Printed Name of Initial Owner FALL.2004 Vol. 15,No.4 131° eline Small Community Wastewater Issues Explained to the Public NESC Maintaining Your Septic System—A Guide For Homeowners Buried beneath your have a significant impact on how This ISSN'Of Plpeine Is NI back yard, it is out well it works and how long it update to the Fall 1.995"SSW, there—constantly lasts, and in most communities, Vo/, 5 No.4 working. When septic system maintenance is the you're at work, it is working. responsibility of the homeowner. When you're eating dinner, it Preventing groundwater pollution Why Maintain Your System continues working. And when There are three main reasons you're sleeping, it's still out there from failing septic systems should why septic system maintenance is in the dark—working. What is it? be a priority for every community so important. The first reason is and every homeowner. Contam- Your septic system. It may be the ination of the groundwater source money. Failing septic systems are most overlooked and underval- can lead to the pollution of local expensive to repair or replace, ued utility in your home; but and improper maintenance by wells, streams, lakes, and ponds— with proper care and mainte- homeowners is a common cause exposing family, friends, and nance, your septic system can of early system failure. The mini- continue to work for you for at neighbors to waterborne diseases mal amount of preventative least 25 to 30 years. and other serious health risks. maintenance that septic systems If you are like most homeowners, When a septic system fails, require costs very little in corn- you probably never give much inadequately treated domestic parison to the cost of a new waste can reach the groundwater. system. For example, it typically thought to what happens when waste goes down your drain. But Bacteria and viruses from human costs from $3,000 to $10,000 to if you rely on a septic system to waste can cause dysentery, hepa- replace a failing septic system, treat and dispose of your house- titin, and typhoid fever. Many compared to $100 to $300 aver- hold wastewater, what you don't serious outbreaks of these diseases age per year costs to have a septic know can hurt you. have been caused by contaminat- system routinely pumped and ed drinking water. inspected. Proper operation and mainte- Nitrates and phosphates, also The second and most important nonce of your septic system can found in domestic wastewater, reason to properly maintain your What's cause excessive algae growth system is the health of your family, p' V V h cat's Inside... in lakes and streams called algal your community, and the envi- blooms. These blooms cause aes- ronment. When septic systems -7777- m thetic problems and impair other fail, inadequately treated house- aquatic life. Nitrate is also the hold wastewater is released into 1 - ri f,,'kkcause of methemoglobinemia, or the environment. Any contact blue baby syndrome, a condition with untreated human waste can '�." , -. r''' �`-- that prevents the normal uptake pose a significant risk to public - ,�5. of oxygen in the blood of young health. Untreated wastewater r.-414,1,4,0_1110 'i" y,,, .,§.,ao s. Q babies. from failing septic systems can , ,,,,,m0,.,/,4.11,, contaminate nearby wells, In addition, a failing septic system " '> ("t�,i c -§ can lead to unpleasant symptoms, groundwater, and drinking water a, s , k such as un ent odors and so sources. 1-,- lawns. • 1aine Chemicals improperly disposed Water Use Around The Home of through a septic system also can pollute local water sources and can contribute to early system failures. For this reason ` ,_.,,,tz.:::: ir,_,,,,, it is important for homeowners ::: F W et. _.,,iii: to educate themselves about ' ;w xN what can and what cannot be 5444 ., "}a'',"-mss sM;s ,a, �w, c�^c.d. s h r:1 .� ,"`�' , ' disposed of through a septic �-. — system. , }y,�b i-- y'40% ''° r $ 1 1111 LI' . ,-, A third reason to maintain our ; — septic system is to maintai the _ � �t # �`L.2_,.97/::,_ kiney economic health of your com- munity Failing septic systems ,T. Ir r�.... . - r¢. .5% - ID �,' can cause property values to �.__ b decline. Sometimes building permits cannot be issued for How to Maintain Your System locate the buried piping. Once these properties. Also, failing Septic system maintenance is the system components are septic systems may contribute to often compared to automobile found, be sure to sketch a map the pollution of local rivers, maintenance because only a and keep it on hand to save time lakes, and shoreline that your little effort on a regular basis on future service visits. community uses for commercial can save a lot of money and 2. Uncovering the manhole or recreational activities. significantly prolong the life and inspection ports. of the system. This may require some digging in Annual inspections of your the yard. If they are buried, it septic system are recommended will help future inspections if to ensure that it is working prop- elevated access covers or risers erly and to determine when the are installed to make it easier to National septic tank should be pumped. access the ports and manhole. Svi emental Systems that have moving parts ;; �(perille 3. Checking.connections. Center F ,I` may require more frequent Flushing the toilets, running water "Esc �5'n� e s°'°'°"5" ed�e inspections. By having your in the sinks, running the washing c, z r'::''''''''''',7" ,.g ri system inspected and pumped' machine through a cycle will help $ al5 :,',i � '' � regularly, you can prevent the to determine if the household 3 hi h cost of se tics stem failure. Fy,'1-,- x ,,e,----1--'' ' �' ' _ 9 P Y plumbing is all going to the _r ,,,,, g ,, ,, A professional contractor can do system and working correctly. ,. ae thorough inspection of the 4. Measuring the scum and i rz entire system and check for sludge layers. W . , T}F cracked pipes and the condition The inspector will measure the F,'' ''''''"rd.;'' ' ° ''''d of the tees or baffles and other E i scum and sludge layers with spe- �E°` parts of the system. _�+��, , � r, � ,I� � E , � cial tools inserted through the g r ' i�� A thorough septic system in.spec inspection port. A proper inspec- :�r tion will include the followingtion will also include a visual e_i i �� -vt-'1.�' �h �� steps: observation of the scum and ';"';'''''''''''4'.' �'`®`=� g� sludge layers. (The sludge layer is 's<,t qw i+' �� ` the heavier solids that have set- � � 1. Locating the system. = � < ` '° ' �. r Even a professional may have � � ,,,,,,,,,,;,5.„;,,,,,,i7:6,,,,, �, <E loaf down to the bottom of the - p< ;F = « tE $zrz,a �f= trouble locating the system if the . E - .� ,r ;1,; ' ti,,' „, tank.The scum layer is made up QC to your tank is buried. One � _ �' �� ''!'4:4-'791-1' ��f�� way to start looking is to go in of grease and light solids that i,F R -' float near the top of the tank.) the basement and determine the direction the sewer pipe goes out If the sludge depth is equal to F 1 r F , : through the wall. Back outside, one third or more of the liquid the inspector will use an insulated depth, the tank should be g probe inserted into the soil to pumped. Also, the tank needs to 2 LI PIPELINE—Fall 2004;Vol.15,No.4 National Environmental Services Center(800)624-8301 or(304)293-4191 aintenance be pumped when it is 1/3 full. distribution box, drop box, or field, this could clog and strain See the table below for estimated pump, these need to be the system to the point where a pumping frequencies. But be checked too. new drainfield will be needed. aware it is most prudent to con- duct regular inspections and How often the tank needs to be ' Recordkeeping pump when the inspection says pumped depends on the tank It is very important to keep a the tank needs to be pumped. size, the number of people living detailed record of all inspections, in your home, and the habits of pumpings, permits, repairs, and Remember that toxic gases are your particular household. any other maintenance to your produced by the natural treat- Garbage disposals and high- system along with a sketch of ment processes in septic tanks water-use appliances, such as a where your septic system is and can kill in minutes. Even hot tub or whirlpool, also affect located. Having this information looking into the tank can be the pumping frequency. on hand for service visits can dangerous. Leave inspections to When it's time to pump, be sure save you both time and money. the trained professionals. to hire a licensed contractor. He Learn the location of your 5. Checking the tank and the or she will have the appropriate septic system, and keep a dia- drainfield. equipment and will dispose of gram or sketch of it with your The inspector will check the the sludge at an approved treat- maintenance records. condition of the baffles or tees, ment site. You can find listings the walls of the tank for cracks, for licensed pumpers and haulers Inspecting your septic system and the drainfield for any signs in the yellow pages, or contact annually is a good way to of failure. If the system includes a your local health department or monitor your system's health. permitting agency for assistance. Inspections can reveal problems before they become serious, and — It's a good idea to be by checking the levels of sludge present when your and scum in your tank, you can Estimated septic tank pumping frequencies in tank is being get a more accurate idea of how years. These figures assume there is no garbage pumped. Make sure often it should be pumped. disposal unit in use.; if one is in use, pumping that the contractor frequency may need to be increased. uses the manhole, Protect the tank and drainfield (Source_Pennsylvania State University Cooperative Extension Service.) not the inspection p Protect your septic system from Household Size ports, to pump the potential damage. Don't plant Tank 5 tank to avoid dam- anything but grass near your Size (number of people) aging the baffles or septic system—roots from shrubs (gals.) - tees. Also make sure and trees can cause damage— all of the material in and don't allow anyone to drive t ', , ,';, the tank is removed. or operate heavy machinery over " It is not necessary to any part of the system. Also, leave anything in don't build anything over the .Ftt , :k t_ : the tank to "restart" drainfield. Grass is the most __ _ _ the biological appropriate cover for the L F ,.£ b , , k;4 processes, but it is drainfield. L : also not necessary to r P t scrub or disinfect the Sound septic system operation t k 7 1,1, c i 1, P CT tank. and maintenance practices include conserving water, being Pumping our septic careful that nothing harmful is L ; i}_ tank is probably the disposed of through the system, r , T y= single most impor- and having the system inspected ' ®`i, - > --'y r - ~ ' tont thing that you annually and pumped regularly. can do to protect „K t, , "� �r t.td, your system. If the By educating everyone in your 3 tr` • -a .04"."-"" :,.a ; ,if s , „x0., buildup of solids in household about what is and 2_ ,, i� , + 3 the tank becomes what isn't good for septic systems, too highand solids they can begin to develop good } y }e _ maintenance habits. move to the drain- 11 Ell PIPELINE—Fall 2004,Vol 15,No.4 National Environmental Services Center(800)624-8301 or(304)293-4191 I am enance . . What Not To Flush What you put into your septic the toilet to dispose of plastics, the groundwater. system greatly affects its ability paper towels, facial tissues, tam- Even latex paint is unhealthy for to do its job. Remember, your pons, sanitary napkins, cigarette your septic system. To reduce the septic system contains living butts, dental floss, disposable dia- cleanup of these products, organisms that digest and treat pers, condoms, kitty litter, etc. squeeze all excess paint and stain waste. As a general rule of The only things that should be from brushes and rollers on thumb, do not dispose of flushed down the toilet are waste- several layers of newspaper anything in your septic system water and toilet paper. that can just as easily be put in before rinsing. the trash. Your system is not When used as recommended by To help prevent groundwater designed to be a garbage can the manufacturer, most house- pollution, be sure to dispose of and solids build up in the septic hold cleaning products will not leftover hazardous chemicals by tank that will eventually need to adversely affect the operation of taking them to an approved be pumped. The more solids that your septic tank. Drain cleaners hazardous waste collection go into the tank, the more are an exception, however, and center. For more information, only a small amount of these frequently the tank will need to products can kill the bacteria and contact your local health be pumped, and the higher the ent. temporarily disrupt the operation departm risk for problems to arise. of the tank. Additives/System Cleaners In the kitchen, avoid washing Household cleaners such as While many products on the food scraps, coffee grinds, and bleach, disinfectants, and drain market claim to help septic other food items down the drain. and toilet bowl cleaners should systems work better, the truth is Grease and cooking oils con- be used in moderation and only there is no magic potion to cure tribute to the layer of scum in the in accordance with product an ailing system. In fact, most tank and also should not be put labels. Overuse of these products engineers and sanitation profes- down the drain. can harm your system. It makes sionals believe that commercial The same common-sense sense to try to keep all toxic and septic system additives are, at approach used in the kitchen hazardous chemicals out of your best, useless, and at worst, should be used in the bathroom. septic tank system. harmful to a system. Don't use There are twotypes of septic To avoid disrupt- p N;;;;;,---N ing or perma- system additives: biological (like '° nently damaging bacteria, enzymes, and yeast) and '1:0 '; your septic sys- chemical.The biological additives , • / - tem, do not use are harmless but some chemical 0 - it to additives can potentially harm i dispose of the soil in the drainfield and t L h hazardous contaminate the groundwater. - . . ---� Q � _ -' household While there hasn't been exten- chemicals. sive study on the effectiveness � ' Even small of these products, the general amounts of paints, consensus among septic system • varnishes, paint thinners, experts is that septic system waste oil,anti-freeze,photo- additives are an unnecessary evil. ` r' graphic solutions, pharma- ceuticals, antibacterial Be aware that the extended use iE ' lation in the tank. The total lowbiologicdiikineffects are unknown at this time. place withinal yourgestsystem.ontag These chemicals also pollute 4 € _.. i PIPELINE—Fall 2004;Vol 15,No.4 National Environmental Services Center(800)624-8301 or(304)293-4191 aintenance Modern Appliances May Affect Your Septic Tank , •_ _ /;k- Alaii - 6:7. _ , ,, ., ... _. , p _ _, v,iiiiii_,._ _ ' -- - 4-44 01.\A A , :_ , - -___ - _ 0,‘,,,„ ,„1 ,:_y,._ E Titio ,. . , , , ‘ v .. _,-...01_,, . .i.i. -----_,..: . 41, ott, , / 1 ,„, ...0--`=„06/. ..- - •., , f '7 1:'ilk ....4,4 4.0 op ow N 4114Likp ‘kl Hot Tubs/Whirlpools Garbage Disposals Water Softeners Hot tubs and whirlpools have Garbage disposals can increase Some freshwater purification become more common today in the amount of solids in the tank systems, including water softeners, the home as a source of relax- up to 50 percent and should not needlessly pump hundreds of ation and therapy. While the be used. Eliminating a garbage gallons of water into the septic soothing, swirling waters of a spa disposal can greatly reduce the system all at once. This can agi- may be good for a homeowner, amount of grease and solids that tate the solids and allow excess to unfortunately, the large amounts enter the drainfield. flow into the drainfield. Consult a of water that drain from the hot plumbing professional about Because a garbage disposal tub are not good for your septic alternative routing for such system. grinds kitchen scraps into small freshwater treatment systems. pieces, once they reach the septic Emptying large quantities of tank, they are suspended in the Water softeners remove hardness water from a hot tub into your water. Some of these materials by using a salt to initiate an ion septic system can overload a are broken down by bacterial exchange. The backwash to system and stir the solids in the action, but most of the grindings regenerate the softener flushes tank, pushing them into the must be pumped out of the tank. pounds of this used salt into the drainfield, eventually causing it As a result, use of a garbage septic system. There is some Ion- to fail. cern that these excess salts can disposal will significantly increase affect the digestion in the septic Hot tub water should instead be the amount of sludge and scum tank or reduce the permeability cooled and then drained onto turf in your septic tank. Therefore, in the soil dispersal system. or landscaped areas of your prop- many states require a larger min- erty well away from the septic imum size septic tank if there will The Winter 2001 issue of Pipeline tank, drainfield, and house in be a garbage grinder/disposal gives additional information accordance with local regulations. unit in operation in the house. about water softener use. LI PIPELINE-Fall 2004;Vol.15,No.4 National Environmental Services Center(800)624-8301 or(304)293-4191 ain enance How Your Septic System Works 5...--i- .1 There are two main parts to the should stagger their laundry p 1---17- 1----r-Tr^_'- --'4.0basic septic system: the septic throughout the week and try to II 41110 , tank and the drainfield. do no more than two wash loads 1 Household wastewater first flows per day. % I t� O c .into the septic tank where it When wastewater leaves a septic p tc7"e:,::, II-- . should stay for at least a day. In tank too soon, solids can be car- f--!_ .v the tank, heavysolids in the ried with it to the drainfield. wastewater settle to the bottom Drainfields provide additional Use Water Wisely All forming a layer of sludge, and treatment for the wastewater by grease and light solids float to allowing it to trickle from a series Around The House the top forming a layer of scum. of perforated pipes, through a The sludge and scum remain in layer of gravel, and down the tank where naturally occur- through the soil. The soil acts as Water conservation is very ring bacteria work to break them a natural filter and contains important for septic systems down. The bacteria cannot com- organisms that help treat the because continual saturation of pletely break down all of the waste. Solids damage the drain- the soil in the drainfield can sludge and scum, however, and field by clogging the small holes affect the quality of the soil and this is why septic tanks need to in the drainfield pipes, and its ability to naturally remove be pumped periodically. excess water strains the system toxics, bacteria, viruses, and unnecessarily. other pollutants from the waste- The separated wastewater in the water. middle layer of the tank is Conventional septic systems are pushed out into the drainfield as a very simple way to treat house- The most effective way to con- more wastewater enters the septic hold wastewater. They contain serve water around the house is tank from the house. If too much no moving parts and are easy to to first take stock of how it is water is flushed into the septic operate and maintain. Although being wasted. Immediately repair tank in a short period of time, homeowners must take a more any leaking faucets or running the wastewater flows out of the active role in maintaining septic toilets, and use dishwashers only tank before it has had time to systems, once they learn how when full. separate. This can happen on their systems work, it is easy for days when water use is unusually them to appreciate the impor- Laundry tance of a few sound operation You can also cut down on water high, or more often if the septic use by selecting the proper load and maintenance tank is too small for the needs of practices. size for your washing machine. the household. Homeowners Washing small loads of laundry with large quantities of water is a AL - - Inspection Ports — �� waste of both water and energy. IImo�„'. Also doing laundry all in one ,,O;;\AI ,,k, UI)Io\ i /,a, , a ',' H, Da ,/XII)) r/�ly�,/)kii I'��lk//i\)i., 1.R I/ck day might seem like a good use of time, but it could be harmful 1111r3V:1:4;;2111111111 to your septic system. By doing -- several loads in succession, the Mannose , ; _ se tic system does not have time Additional and/or h Y From House limm Dispersal Treatment to adequately treat wastes. You ■/ might be hydraulically overload- ing your septic system, causing it '',r(0'„ Effluent Fitter to pass solids into the drainfield. : (Optional) t S Newer energy-efficient -14uolif,4 clothes washers use 35 A.}'k.. percent less energy EneRaYSTAR � and 50 percent less _..,.�`,� water than a standard a.., _-. _ ---1— 777—____ model. Look for appliances that display the Energy Star symbol. This indicates they meet strict ill PIPELINE—Fall 2004;Vol.15,No.4 National Environmental Services Center(800)624-8301 or(304)293-4191 am enance energy efficiency guidelines set Septic System Dos and Don'ts by the EPA and the U.S. Department of Energy. *Do learn the location of your *Don't allow anyone to drive or Use only nonphosphate or low septic tank and drainfield. Keep park over any part of the system. phosphate laundry detergents. a sketch of it handy with your Powder detergents with low inert maintenance record for service *Don't plant anything over or (clay) content are also easier on visits. near the drainfield except grass. the septic system. Roots from nearby trees or shrubs Bathrooms *Do have your septic system may clog and damage the drain In a typical household, most of inspected annually. lines. the water used indoors is used in the bathroom, and there are *DO have your septic tank *Don't dig in your drainfield or several little things that can be pumped out by a licensed con- build anything over it, and don't done to conserve water there. tractor, approximately every cover the drainfield with a hard For example, try to avoid letting three to five years, or as often as surface such as concrete or water run while washing hands is appropriate for your system asphalt. The area over the drain- field should have only a grass and brushing teeth. Avoid taking Thegrass will not only showers and install water- * cover.Do keep your septic tank cover saving features in faucets and accessible for inspections and prevent erosion, but will help shower heads. These devices can pumping. Install risers if neces- remove excess water. reduce water use by up to 50 per- sary. , cent. Low-flush toilets use 1.6 *Dont make or allow repairs to gallons per flush compared to the *Do call a professional whenever your septic system without three to five gallons used by con- you experience problems with obtaining the required health ventional toilets. Even using a your system, or if there are any department permit. Use profes- toilet dam or putting a container signs of system failure. sional licensed onsite contractors filled with rocks in the toilet when needed. tank can reduce water use by *Do keep a detailed record of 25 percent. repairs, pumping, inspections, *Don't use septic tank additives. It is also important to avoid over- permits issued, and other mainte- Under normal operating condi- taxing your system by using a lot nance activities. tions, these products usually do of water in a short time period, not help and some may even be or by allowing too much outside * harmful to your system. DO conserve water to avoid water to reach the drainfield. Try overloading the system. Be sure to space out activities requiring to repair any leaky faucets *Don't use your toilet as a trash heavy water use over severalor toilets. can or poison your septic system days. Also, divert roof drains, and the groundwater by pouring surface water, and sump pumps harmful chemicals and cleansers away from the *Do divert other sources of down the drain. Harsh chemicals drainfield. water, like roof drains, house can kill the beneficial bacteria footing drains, and sump pumps, that treat your wastewater. away from the septic system. Excessive water keeps the soil Re ��r ,-;-;', ,,,c0-, in the drainfield from naturally *Don't use a garbage disposal Info *4. cleansing the wastewater. without checking with your local t--, regulatory agency to make sure ily mm,jgg. e� * , that your septic system can dp , `-`41'9"?-,' - F ,'$ O j ,� Dori t go down into a septic accommodate this additional 3 y,k,b ,, el' .r * n fly- tank. Toxic gases are produced by waste. t, t bSky'' 0. ........I +r; •. the natural treatment processes 2 , ' 's tl Az '-;h1t, in septic tanks and can kill in , t': `Q�e` t'' '''''' ( *Dont allow backwash from { - minutes. Extreme care should be home water softeners to enter the ` �E 46fr € °"� RAF' § &gam ��R4�� Q� '. ,, , ,,, E � , ; taken when inspecting a septic s stem. t� ‘Yif lig.-,- Yr d t7 g,' ,Q14- � t `` tank, even when just looking in. septicy ,; es 'PC'',s t s - €z ; ,-'1 tie ' »'a ,Eq- ,,,1s e 3, The Summer 2004 issue of Pipeline provides more ,t, p - z; information about septic tanks for homeowners. TM. 7 '-,'�" ru NESC National Environmental Services Center(800)624-8301 or(304)293-4191 Message Page 1 of 1 Trish Grant From: Creative Design Solutions, Inc. [mike@cds4you.com] Sent: Thursday, January 03, 2008 12:28 PM To: Septic Subject: Installation Start Notification INSTALLATION START NOTIFICATION DATE SENT 1/3/08 This form shall be faxed or emailed ONE working day prior to starting construction Jefferson County Public Health - Environmental Health Dept. Phone: 360-385-9444 FAX: 360-379-4487 EMAIL: septic@co.jefferson.wa.us PERMIT OWNER C.Richard Kirkwood(current property owners: Rachael Vanlannen&Scott Brinton) SITE LOCATION 72 Beverage Ln.,Nordland,WA 98358 PARCEL NUMBER 976200501 SEP NUMBER 07-97 INSTALLER Marty Kithcart CONTACT PHONE 360-710- 8315 DESIGNER Michael Deeney,Creative Design Solutions,Inc. CONTACT PHONE 800-395-7296 _ (This email sent by designer) DATE FOR INSPECTION (Designer will schedule directly with sanitarian) SYSTEM WILL REQUIRE PRESSURE TEST - YES X NO *The designer is required to complete a pre-cover inspection of all systems. Please contact the designer prior to beginning construction to schedule installation inspections and pre-construction meeting if required per the permit or designs specifications. 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J k '- 40-0WWW 2'-22 2I-U 0 2020WA 0;3 I Q U2-11-22 ¢ OU2J¢ 2 22I-Jr H WI-00 A WU2 I I-(nJI-U2 0I-¢4ci'-We 4 OI-OAJ¢ '-O -1 N.OT20O J X022 U U¢(.1-JN \ WQOA J2'- <nW2220 UQ JI--WWW I- U(nA 03 0J 4 U N4UU'-UU U ^:4UUy <n (,12¢¢A 4 tiAN¢ k W'-2 4 03U'-¢U '-4.14,2 40 cn 21- O WO W 0 J TW¢W400¢ 0 22JW2J 4W 4 k * 1( 4 W O I-AAA4WU2 U I-¢OW¢¢ e C I.1 ._ ._ iy_dr f 5 Pct-"1 7 c, • To Whom it May Concern; [ Martin Kithcart with landmark excavating had installed a septic system located at 72 Beverage Lane in Nordland Wa, for Scott and Rachel Vanlaanen. The purpose of this letter is to certify that the septic tank and Pump tank has been properly sealed to keep groundwater from infiltrating into both tanks. The tank sealing method that was used is as follows. #1 We purchase all of our tanks from Peninsula septic tanks. Peninsula tanks builds all of their tanks with cast in riser rings which are watertight. #2 when we install our risers on top ot'the tanks we use an adhesive calking that adheres to the riser ring therefore making the risers watertight. The purpose for the tanks leaking in groundwater the day of the inspection was due to the fact that the electrical conduits were not sealed properly at the riser. This was due to the fact that the homeowner did their own electrical work. When I was made aware that the tanks were leaking at the riser 1 went back to the site to find that indeed it was leaking around the electrical conduits coming in to the risers. I since have fixed the problem and showed the homeowner how the electrical conduits needed to be properly scaled at the riser. Since this fix was done the tanks no longer leak. Thank you for your attention in this matter. Sincerely Martin J. Kithcart/Owner of landmark excavating and dozer service. Signature ..00 .4r i (24k4UP47 11(*•1 i 4 7,-,. ..s/V-2.‘ 1 5,,e , r , %____ „„..., ,---,f., 01 . , ,F,•.), /• ,, , -- 7 4 �ti ri / 1.,,,i /14 i tii,..,i,, A F-- l 1/6 ti---. Je rs n ccunty nvircnmentt'i Healtte T e 'd ZS99 6L5 ' NdawaNa-1 Wd ££: Se 8o-6g-2Id0 Page 1 of 1 • • Linda Atkins From: Linda Atkins Sent: Wednesday, March 05, 2008 12:15 PM To: 'Creative Design Solutions, Inc.' Subject: vanlaanen record drawing Mike, I need something in writing with the record drawing that confirms that they placed bentonite around the risers and you verified that they have no infiltration. thanks Linda Atkins R.S. Environmental Health Specialist JCHHS Environmental Health Division • 360-385-9444 ACways working fora safer and healthier Jefferson County • CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at ROY 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from disclosure under state law, including RCW 42.56. SCS 6.(\ ; -\--4-nn 1 O yu_12_,‘ , #0i/d7- K od,,44' /So- fid1°'' ,,(kolotc#(/./t7 3/5/2008 • P/ z c z III. DRAINFIELD CROSS SECTION pA,2GEL = 97G 200 �m D I , /FIL11/7 Dra«+ Reck NATIVE SOIL \\* - ?`.‘ \\44 E \' C IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth "-rf- inches B. M-4- inches of drainrock below pipe C. > tZ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. /44. inches of fill (if needed) E. Trench width N-4. inches NOTES: ATTACH DETAILED DESIGN OF SYSTEM SEWAGE DISPOSAL DESIGN Ala? - ed for Construction aff 'ate GLENDON SYSTEM: P.C. 80 ft. Lower&300 ft. Horz. From Pods, Calculations for up to 5 Bedrooms Maximum (see permit for actual approved number of bedrooms). Page 1 Parcel Number: 916 200S-01 Date: 3--10-07 ORIFICE DISCHARGE Design Criteria: 0.2500 Inch Orifice Diameter 4.0 Minimum Residual Head (ft.) Orifice discharge"q" = 12.38 X (square of the orifice diameter"d" :\ L t in inches) X (square root of the residual spray height or"head" in feet) 2 1/2 12.38(0.2500 in.) (4.00 ft.) = 1.5475 gpm/orifice Number Total Orifice of Discharge ,c`- Orifices (gpm) 5 7.7 Add 15% and use: 8.9 gpm NOTE: Use 8.9 gpm for the pump specifications and use 7.7 gpm for the TDH calculations. The TDH will have 15% added at the conclusion of those calculations. DESIGN OF THE PUMPING SYSTEM 1. Dosing frequency and volume: DOSING FREQUENCY AND VOLUME IS PROPRIETARY PRESSURE PIPING SYSTEM AND RELATED HEAD LOSS 1. Required Pump Capacity=7.7 gpm (from previous calculations) 2. Pump Chamber Type of pipe=Sch. 40 PVC (C = 150) Diameter of pipe= 1.25 inches (I.D. = 1.380 inches) List of Pipe Elements Length of pipe = 12 ft. Three 90 degree ells, 4 ft. equiv. length = 12 ft. One PVC Valve, 20 ft. equivalent length =20 ft. One PVC Chk.Valve, 9 ft. equiv. length = 9 ft. Sum (L) = 53 ft. Head Loss Formula(Hazen-Williams): 1.85 1.85 4.87 Head Loss = 10.45(L)(Q) /(C) (D) =0.5 ft. GLENDON SYSTEM: P.C. 80 ft. Lower&300 ft. Horz. From Pods, Calculations for up to 5 Bedrooms Maximum (see permit for actual approved number of bedrooms). Page 2 3. Transport Pipes Main Transport Pipe Type of pipe =Sch. 40 PVC (C = 150) Diameter of pipe = 1.25 inches (I.D. = 1.380 inches) List of Pipe Elements Length of pipe = 300 ft. Maximum Four 90 degree ells at 4 ft. equiv. length = 16 ft. Two 45 degree ells at 2 ft. equiv. length = 4 ft. •� \ h Sum (L) =320 ft. +, Head Loss =2.9 ft. i „ 4. Glendon Distribution System Type of Pipe =Class PVC (C= 150) 0.5 ft. head loss is typically used for smaller systems. 5. Static Head =orifice elev.-pump inlet elev. in pump chamber = 180.0 ft. - 100.0 ft. =80.0 ft. Maximum 6. Total Dynamic Head for Pump Sizing Pump Chamber = 0.5 ft. Main Transport Pipe = 2.9 ft. Distribution Network = 0.5 ft. Static Head =80.0 ft. Desired Residual Head = 4.0 ft. Summation =87.9 ft. Add 15% and use 101.1 ft.TDH 7. Pump Selection: Use pump curves for the final pump selection based on 9 gpm at 102 ft.TDH and which meets DOH Guidelines criteria. 0' ttOAt' 9�. AZI ttt<v 6. A -';, tt.ct 5100110 stn `% MICHAEL S. DEENEY LICENSED DESIGNER ///I EXPIRES 06/18/0 C:\Data\Qpw\DF\GIendon Biofilters\Generic Calculations\Glendon,5 bdrm,80 ft.vert.,300 ft.horz..wpd CREATIVE DESIGN SOLUTIONS, INC. POST OFFICE BOX 2787,PORT ANGELES,WA 98362 Site/Soils Evaluations&Feasibility Reports ■Sanitary Surveys Septic System Designs■Construction Inspections&Certifications CDS (360)457-6353 (800)395-7296 FAX(360)457-6687 Email:mike@cds4you.com INC. TO: Linda Atkins, Jefferson County Health Department s - ), FROM: Michael Deeney DATE: March 12, 2007 SUBJECT: M31 Glendon Pod for 150 gpd Graywater System For graywater only systems use 150 gpd for a two bedroom residence. Minimum Glendon Pod rim length: 150 gpd / 4 gpd per lineal foot = 37.5 lineal feet. Minimum Glendon Pod Volume: 2.2 cu. ft. per 1 gpd 150 gpd x (2.2 cu. ft. / 1 gpd) = 330 cu. ft. Minimum Glendon Pod Depth: 5 ft. Propose using Peninsula Tanks 2,000 gallon tank with the following specifications: Rim = 37.5 lineal feet Volume = 338.6 cu. ft. Depth = 5 ft. CREATIVE DESIGN SOLUTIONS, INC. `�y�r�� Icit _4. t� MichaS. Deeney Professional) On-Site Wastewater ,+``��° 51.0. e `1 MICHAEL S. DEENEY Treatment System Designer *,,,#////4.4e, DESIGNER t• License No. 5100110 EXPIRES 06/18/0 C:\Data\Wpw\Memo\Glendon 150 gpd Graywater POD for Vanlaanen,Rachael,Parcel#976200501.wpd , SOIL HOLE LOGS ;_ ` Page / of - i Designer fes// b.�.o..1€y Date //- /S---q4, Property Owner/Buyer So T7-2/ 1Z4cM V/TAILi9/9,VeFL-/ Parcel# 3 7 C 2-1:4^, -S�d Backhoe Operator 7-7,-40-7 75 , ..-/P--Ate-me-----r T Job# V /2 / Project Pej/� s4'P-/#-C Shy Al G Sec(Twp-Rng) PG4 3-? .?c,-/.6 HOLE ;` NO. w O 2 z F- TYPE w O� II u) OF DEPTH 0ee m w �. z SYSTEM (Inches) U TEXTURE _ APPL. o s F- I-- RATE o: w O OBSSERVED 2 - (gpd/sq.ft.) �. O U O i= cc Z - Q Ie 5` ° ia.�Y SL-'. D,,Lo `- 3(o pisa c #4/7, P7F//`tr Zf (1 , SL o,4 _ 1Z Zz p /11 - .,''', 5.1- a, 45 lg" t>/2-5-' 3 3°r 2f'`r G Y /yq Qrj /t/ R 3,¢ 1 D sI- Ira L e.(, d Z > l¢ b SL- o-� _2e, r�-P ric- - 5L 0.45 ZD t>1 t /4 _j S L a,e.° i Z 19 p-17 pi(-44 L' o.s j Z- . p/- MG--c- ; Z4 �'i 0,3 3(o PK,6,121111- e 1../44.-1,—"7 t `3f Li 5 L. rr Z- o,(/ 1 J sL a, ) 77 N,Zst 0,45 2 pi-I' 29 t)-P /1. ; • sc. D, 3-7 D t.- r /vA A P Pi -t p o1 • ' 0 4I 1 SOIL HOLE LOGS NIte l/"l o l A -:rcel# moi-7& -26*c" Vic?/ Page 2 of 2 \t 1 Owner/Buyer s7,'71-e ,fc4/ p/U,,,ue fil,./e k-4. ,5 HOLE 0%. (." w 0 NO. '' N. �� ' p H TYPE 0 r `"\'� m w N O OF DEPTH z �� APPL. H. Q Z J )—Fk 3O ~ QL SYSTEM (Inches) H 0 \ XTURE R w OJ DATE 0 (god/sq.ft.) vi Q a v OBSERVED ~O U_ O F' tt z Q Lo'(4 1 t s ©.ro t4 } 15 ir; Gaiiy 51- 6fcv / 2( 17 r6- 51- o, 4S Dx. ' 34- ' 1'2UR,nr‘ 1.9/1RP P P ,0,Z • 2 B J7 51,,1,1A5 ct, To S:G L ?--3-- �R 3!0 64,4 - t-fA,P1>I 7 -/ 4 - 42 p` P Z m, 45 2 3 pP5 -367 4l� ' 5.z.- :‘' t z > ly SL- a'4' Zg p-P /,rc-G .0/3 2 tv12�, hoepprir-7 /2 /G 4 (5 s t. d..Cr t 31 P-r `rrG— � vim, 4-5-_a_3 Z r' p,r y 3ta4n c ,crrjzr;->,->'N re_ C:\Data\Wpw\Soils\Masters\Soil Hole Logs(Rev.1).wpd ziC �oGti JEFFERSON COUNTY PUBLIC HEALTH { 615 Sheridan Street • Port Townsend • Washington • 98368 360-385-9400 Fax 360-385-9401 -TSy1 NGC° • www.jeffersoncountypublichealth.org • May 15, 2007 C RICHARD KIRKWOOD 4 sg VI(Ole PO BOX 135 NORDLAND WA 983580135 SUBJECT: BEVERIDGE LN ' SEP07-00097 PARCEL#: 976200501 Section: 33 Township: 30N Range: 01 E SUBDIVISION: NORDLAND Block: 5 Lot: T59 PROJECT DESCRIPTION: GLENDON BIOFILTER DEAR C RICHARD KIRKWOOD This office has completed a site inspection and review of the design for the proposed onsite sewage system. The following items need to be completed prior to issuance of the permit: 1 Receipt and review of design corrections as outlined in the attached letter. 2 Sign off/approval from the Development Review Division for Unified Development Code review please call 360 379-4450 with questions regarding the Unified Development Code. 3 Combine lots to meet the required minimum lot size, Restrictive Covenant is enclosed. 4 Application for waiver from standards, information is enclosed. 5 Easement for drainfield on another lot or parcel, a sample is enclosed. 6 Letter of water availability from an approved public water supply. 7 Road Crossing Permit and/or Franchise approval. 8 Receipt of Zoning approval from the Development Review Division. 9 Final approval of Subdivision. 10 SEPA-if conditions of the SEPA review require revisions to the sewage disposal design, • those changes will need to be submitted for review prior to the issuance of the permit. 11 /"OTHER 7%E /, /b/A/A .- 72 -41> A //Y� 4- ,t&_,0,5, r,--)0,9 �t 72. 7%r/ /'S - -,,,,z 24U 4V,A_s �2',2- 7,f �l'Mir, n n ,��;r ,4Po• 7 The sewage disposal permit application review will continue upon receipt of the items listed above. If you have further questions, you may contact this office at (360) 385-9444 or 1 (800) 831-2678. Your prompt attention to this will assist us in completing the permit for you. Sinc- el , AN ER Environmental Health Specialist I:\F_ N4utTH PUBLIC HEALTH 11/23,�91VIRONMENTAL HEALTH DEVE=LOPM NTAL DISABILITIES ALWAYS WORKING FOR A SAFER AND WATER QUALITY 360-385-9400 HEALTHIER COMMUNITY 360-385-9444 ONSITE SEWAGE DISPOSAL PAGE of Z SYSTEM DESIGN Date 3 —/ 7- 07 Property Owner JT _ /4A/L"9. 1 V ar/ i System Designer / 1/C//4ê - Legal Description: Section 3 3 Township 30 Range Ie Subdivision Name Division Block Lot(s) PARcei r . y 7G 7a2e, - / I. CALCULATIONS •r✓ne!`E.,e° If for residential use: Dare 5►' 7 V- iso :-- Number Number of Bedrooms: 4- x G.P.D. = 3 mC7 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate o•to G.P.D./ft. squared }; (see page 214 of the EPA Design Manual) r DRAINFIELD SIZING: Absorption area: S'6n square feet (total G.P.D. _G.P.D./ft. squared) Trench or bed width /1/444- feet Trench or bed length /"/-4- lineal feet (sq. ft. :trench or bed width) Il. APPURTENANCES Septic Tank Size /oad gallons Pump Requirements (If Necessary) Elevation difference in feet Friction loss G� 1' Pump capacity should be G.P.M. at T.D.H. TrfI' LA :4 etj Number of doses per dayvif Dosing volume gallons Pump chamber size gallons -11 -01SEWAGE s ISPOSAL DESIGN r r .At; ,cZ Appr-�,�- • or C•nstr .ction 4114tiv* rP �w,/�/ 5100110 ,� .r LICENSED DESIGNER H:lhome\pincntr\infohlth\sewdsn jet///ri/ tl ',ff0•'4`-"/0A�' aff Dat: EXPIRES 04/18/ q TA) Stormwater Calculations w` y, A '-A,2ce'L .z - y 7!o z O SW IQ, IMPERVIOUS SURFACE ) NEW EXISTINGi,tvil. ,,.'k '' s 8 8"„k':y tit V' 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_ /to�� _____sq/ft Well,Structures,Utilities,etc. sq/ft Driveway sq/ft Other sq/ft Total Land Disturbance ib ee sq/ft SEP07-00097 SEWAGE DISPOSAL PERMIT FILE SHEET Review Type: Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP07-00097 Date Received: 03/15/2007 SITE ADDRESS: BEVERIDGE LN Revised Date: NORDLAND, WA 98358 APPLICANT: C RICHARD KIRKWOOD PHONE: 360-379-3458 PO BOX 135 NORDLAND WA 983580135 SUBDIVISION: NORDLAND BLOCK: 5 LOT: T59 PARCEL: 976200501 Section: 33 Township: 30N Range: 01 E INTERESTED PARTY: DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: 280-GLENDON BIOFILTER TYPE OF WORK: NEW TYPE OF USE: RESA ADDITIONAL WORK: NONE ASSIGNED TO: A GARDNER '725 _ G ? �/� �bivb2, V/400A'�6Z4 �l/l�iV off/ j yl fir . ,4 fry/5m 1 TMTJ �o7Z goniport7iv�/ 7-/G . Gi>>L Z 1320:s f 77/-xiv 774,p, (.e,7,-, -.7-744-6 "0/rriVa) /9.5-- "/"--7 Routing late: li/ /�7 3 IS .") Type Amount Pid By Date Receipt Approved/Date New Alternative System $546.00 DJK 3/15/2007 89617 Total: $546.00 oviRfl I:\F_SEP_Application.rpt 1i2/ ` GJ 6? r e4,s7Q } SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP07-00097 Date Received: 03/15/07 SITE ADDRESS: BEVERIDGE LN Date Issued: 05/02/07 NORDLAND, WA 98358 Date Expires: 05/02/10 APPLICANT: C RICHARD KIRKWOOD PHONE: 360-379-3458 PO BOX 135 NORDLAND WA 983580135 SUBDIVISION: NORDLAND BL CK: 5 LOT: T59 PARCEL#: 976200501 Section: 33 Tow ship: 30N Range: 01 E DESIGNER: MIKE DEENEY NE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 (/// / DISCLAIMER- This approval is for an on-site sewage system t - - s 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 (unl-s erwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage . ems, codified .15 amended per ordinance no. 08-0921-00. This permit may not be renewed. ;;. am; A GARDNER, Jefferson County Environmental 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 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: 80-GLENDON BIOFILTER No. of Gallons per Day: 80 A 7 Type of work: NEW Drainfield ---• �/" Trench Septic Tank 60/ Length: feet 9O Width: feet Depth: inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE ENVIRONMENTALLY CRITICAL AREAS REVIEW SEP07-00097 Owner: C RICHARD KIRKWOOD Site Address: PO BOX 135 BEVERIDGE LN NORDLAND WA 983580135 NORDLAND WA, 98358 Parcel Number: 976200501 S-T-R: 33-30N-01 E Legal Description NORDLAND BLK 5 SW&NW LESS TAX 59 Total Acreage: 5 Fire District: 1 Planning Area: 3 Flood Map(FIRM)Panel No:5300690190B Flood District: School District 49 WATER SUPPLY UTILITY: Service Area PUD: Resource Lands: /1/ Near (<500')Resource Lands: Lots: Yes 41, ESA'S Shoreline: (--'74-1-"J- Property distance to Shoreline: 4/.50'A/ Stream/Type: /V' Wetland: /V' Flood/FEMA: /V Seismic: y Landslide: N Erosion: N s� sho�- /Fish & Wildlife: h-4�i. — Arof-� K"" u"fr�'Critical Aquifer Recharge: sitz/A" SIPZ: hi5Gr risk- Flood Certificate: Violations: Require Declaration of Restrictive Covenant to meet minimum land area Recorded Date of Subdivision: <5yrs=Plat Conditions on plat or Old Ordinance PARCEL TAGS: No parcel tags found for this parcel. Associated CASES status issued finaled description OTH00-00057 F no septic permit on file. Filed to SEP03-131. OTH06-00018 P WET SEASON EVALUATION SEP07-00097 P I:\F_SEP_EHECA_Review.rpt March 15,2007