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HomeMy WebLinkAboutSEP2014-00096 • Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Hilary Herbert Smith & Joan Barbara Howard MAILING ADDRESS 4296 Marquis Place Woodbridge, VA 22192 510 20, '•f PHONE ( 703 ) 590-6934/(703)244.6466/(703)472.0868 ''idrst05rs70t ''rr SYSTEM DESIGNER Suzanne Martin Designer Phone# 554-0224 LEGAL DESCRIPTION: Section 6 Township 29N Range 1 E PARCEL# 921 063 008 Subdivision Name Tax 26 & tl C3 Division Block Lot(s) Site address/Directions to site 66 Laurel Street-Port Hadlock,WA 98339 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential I New Tank/s only Private Residential ADU ModificationPublic ✓ Commercial Expansion_ Community Upgrade. _ SYSTEMRepair I SITE SIZE +/-26748sf TYPE Partial Repair-(tank) ✓ (drainfield) ✓ Previous Evaluation Conventional Designate RPSPrve Area I Yes# SEP88-00096 Alternative ✓ Redesign No SYSTEM DETAILS Number of Gallons/day 360 Soil type 4&5 (attach soil eval.) Application Rate 0.40 &0.60 gal./sq.ft./day Drainfield Length 20& 17 ft. Trench Width17.5&14.5ft. Trench/Bed Depth qbt in. Septic Tank size 1000 _gal. Pump Chamber size 1000 min gal. TYPE OF Glendon Biofilter M31 model (three total; one @0.4ogpd/sf&two @0.60gpd/sf) 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 ap lication will be separately judged by the rules and laws in effect at that time. 22<4471-P-1_ 0 7/e Property Owner Signature Dat -�/ FOR OFFICE USE ONLY D- 111.1 r ) 1 l (2JV PARTIAL ASBUILTeG)U la! I5 FINA =Pi l •9//5 APPROVED Bo �t INSP/PUMP TEST 11'19/6�Q goe,od ALL HOLD REQ. MET Date 7 -(Fee / -1 LIRec# Check# ci Case#SEP C \D c onfs an-1 Setfa„7s\Gig=rne Martin\my n ""eD*s\'^} d^c mAnfG =rr=\^bhp^\Jeff=rsnn ro,,,,ty\Jeffr^ forms\Suz\2008 SPA.DOC ¢yON �. "r o JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend •Washington •98368 �sHt NG�J www.jefferson countyp ub licheak h.o rg Phone 3tiU-33b-9444 Fax 3bU-3/97448/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00096 Date Received: 07/14/14 Date Issued: 12/15/14 SITE ADDRESS: 66 LAUREL ST PORT HADLOCK, WA 98339 Date Expires: 03/15/15 APPLICANT: HILARY SMITH PHONE: JOAN B HOWARD 4296 MARQUIS PL WOODBRIDGE VA 22192-6600 LEGAL DESCRIPTION: S6 T29 R1E TAX 26&TL C3 PARCEL#: 921063008 Section: 6 Township: 29N Range: 1E DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 360 Type of work: REP Drainfield Trench Septic Tank Length: 17 feet Width: 15 feet Depth: inches Size: 1,000 gallons DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction and development activities must comply with all permit conditions, state and local codes, and Recommended Standards and Guidance documents in effect when the permit is issued. The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended. This permit may not be renewed. '11°0 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.: SEP14-00096 1.) This permit was issued to correct a violation of WAC 246-272A for a failed drainfield. The permit must be completed within 90 days of the date of issuance. Weather conditions may cause a one time extension. 2.) New water line to be installed along property line and cross sewage transport line once at home. 10' separation to any septic component to be maintained all other areas. 3.) H - The new transport line must be pressure tested for 24hr with no pressure loss. Doccumentation must be a part of the record drawing. 4.) Two pods are installed in 0.6 gal sq/f soils one pod at 0.4. 5.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 6.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per Jefferson County Code 8.15.120 (9) and state code WAC246-272A-0250, (proximity to shoreline) 7.) 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. 8.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 9.) H - Existing tankS shall be properly abandoned. They shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 10.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 11.) 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 246-272AAND 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 12.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 13.) Dry season installation required. 14.) Contact designer prior to installation for staking of drainfield area. 15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 16.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 17.) 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. 18.) This approval is valid only with a connection to an approved public water supply. SEP14-00096 Page 2 of 3 \\tidemark\data\forms\F_SE P_Perm itm od.rpt 12/15/2014 19.) 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. 20.) 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. 21.) 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. 22.) The site plan as submitted with the Septic Permit application on July 14, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 30, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 23.) This approval is for a Septic System Repair only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 24.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 61-02, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. 25.) This project reviewed and approved as a Shoreline Exemption under JCC 18.25.550 (2), and, per Code interpretation dated 29 August, 2014, as normal repair and maintenance legal nonconforming septic system in accordance with 18.25.100 (g). SEP14-00096 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 12/15/2014 z JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 9836 ASBUILT INSPECTION REPORT For RECORD DRAWING N C Designer Suzanne Martin Permit # SEP 1``9O kir � �,1 Installer Landmark Excavating (Marty Kithcart) Parcel # 921 063 008 n, �ti X04 Electrician previously done Design Flow 360 gpd peak n��/NEa/ th Property Owner Hilary Smith & Joan Howard Site Address 66 Laurel Street-Port Hadlock, WA 98339 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1000 gal. Infiltrator IM1060-1; riser& outlet filter install 10/29/15 Pump chamber (manufacturer, size) 1000gal Infiltrator IM1060-2, risers installed, 24 gal/inch 10/29/15 Screen(s)and/or Pump Shroud (type, location) Orenco Biotube 10/28/15 Were Tanks tested onsite for water tightness? Yes / No Panel Model Aquaworx Timer Model Aquaworx IPC ex Pump 1 — Man./Model Orenco PF5100511 Flow Rate n/a qpm Pump Location (i.e. garage, treatment unit, basement) in pump chamber Float/transducer settings Inches Timer from bottom of tank- On/off - 20.9 in. Functions: On 10 sec/min Veto - 32.4 in. Off- 8:42 sec/min/hr Alarm - 32.2 in. Veto On - 10 sec/min Storage Above High Water Alarm 280/535 gal. Veto Off- 6:31 sec/min/hr Dose Counter Reading # gallons/dose per gpt gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes / No _ Dose Drawdown (in inches) n/a in. Pump 2 — Man./Model n/a Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off - in. Functions: On sec/min Veto - in. Off - sec/min/hr Alarm - in. Veto On - sec/min Storage Above High Water Alarm gal. Veto Off - sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes / No If additional pumps- complete the info in this table Dose Drawdown (in inches) in. for each and attach. Other Timer functions & settings (e.g. override on/off) ZB-05; Autoclear 22 dose; H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date lnsp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 1" poly Manifold size/schd 1" pvc sch 40 11/4/15 Orifice size n/a Lateral Size/schd n/a -- Barrier Material Cover Material/Depth 0 Residual Head (lat.# & ft. Head) balanced The laterals/pods were balanced Yes / No 11/5/15 Source/Manufacturer of Drainrock/Gravelless chambers n/a Drainrock Clean? Yes / No If no, what action taken? n/a Mound/Glendon Site Prep yes Drainfield Length 17/20 ft Width 14.5/17.5 ft Depth n/a inches Caps for measuring residual head stored (location) n/a COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary .water line retained, waiver approved Health Department Inspection issues resolved Yes / No / NA If yes how? Setback between water line and transport line was not maintained; waiver applied for Users Manual Provided to Homeowner mailed Date 13Nov15 Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY T}-E INFORMATION PROVIDED ABOVE WAS VERIFIED 3Y INSPECTION, Tt E SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) OR THAT CHANGES HAVE SEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WIT}f WAC 246-2 72. 40•,� 12November15 5100342 Fi,1 \'... 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N 11 81 0 0 - Z § i-s,; ell 1 i Page 6 of 9; Smith/Howard; Design Manual for Glendon® parcel#921 063 008 BioFilter Systems in Washington For 0.60gpd/sf Model M31 Sizing for "Fred Hill"Style Basins'° Slopes 5<20% The calculations presented herein apply only under the following conditions for the slopes listed: • Basin width and length is 6'by 10'with a Glendon BioFilter Model M31 hydraulic capacity of 120 GPD. • Soil load rates are those currently approved by the Washington Department of Health." • Note that adjacent basins along the contour may not be set closer than the spacing required to accommodate dimension D to provide for installation of all absorption areas if required. Any deviation from these conditions renders these calculations invalid. IpISPSAL DESIGN 5' Basin SS` INGn\i far®GonstrUCtIOn 1_ , APpc- 10' \/ \\,/ \i / 17' 100% Primary Cross Section through Basin Perpendicular to Slope 14.5 Down Slope USDA Type Soil 1&2 3 4 5 6 Dimension Soil Load Rate Gal./Ft2/Day 1.2 0.8 0.6 0.40 0.2 50% Abs. Area 50 75 NA 100% Abs. Area 100 150 200 300 600 Primary Length 14 15 17 20 Note 11 A 50% Abs. Width 6.5 8 B 100% Abs. Width 10 13 14.5 17.5 C Reserve Length 16 17 19 D Reserve Width 15 20.5 23.5 E io Area is in square feet. Width and length are in feet. Minimum Installation Size includes nominal 5'width of cover sand upslope of basin. " See Page 21 for.Type 6 Soil pattern for a 360 GPD system. Page 20 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc Page 7 of 9; Smith/Howard; Design Manual for Glendon® parcel#921 063 008 BioFilter Systems in Washington For 0.40gpd/sf Model M31 Sizing for "Fred Hill"Style Basins" p (r)\ Slopes 5<20% 1 The calculations presented herein apply only under the following conditions for the slopes listed: • Basin width and length is 6'by 10'with a Glendon BioFilter Model M31 hydraulic capacity of 120 GPD. • Soil load rates are those currently approved by the Washington Department of Health." • Note that adjacent basins along the contour may not be set closer than the spacing required to accommodate dimension D to provide for installation of all absorption areas if required. Any deviation from these conditions renders these calculations invalid. c DESIGN DI SPOSA • st\NI riCS ,Cl CUGt60C1 I Basin APPr°ped f0 6' r ''pate 10' \,/ ' ,ffo/oA Primary\/ 20' 100% Primary Cross Section through Basin Perpendicular to Slope 17.5 Down Slope USDA Type Soil 182 3 4 5 6 Dimension Soil Load Rate Gal./Ft2/Day 1.2 0.8 0.6 0.40 0.2 50% Abs. Area 50 75 NA 100% Abs. Area 100 150 200 300 600 Primary Length 14 15 17 20 Note 11 A 50% Abs. Width 6.5 8 B 100% Abs. Width 10 13 14.5 17.5 C Reserve Length 16 17 19 D Reserve Width 15 20.5 23.5 E '°Area is in square feet. Width and length are in feet. Minimum Installation Size includes nominal 5'width of cover sand upslope of basin. 11 See Page 21 for Type 6 Soil pattern for a 360 GPD system. Page 20 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc Detail of water/sewer line crossing not to scale potable water supply line — recommend double sleeve of water li e casing equivalent to (min. class 200) -C 900; according to C1-9.1.4A_ 18" Min.vertical separation �1Cj C) aro sewer line _ 10' Min. - ��%" �OJe 18 June 2014 i•It _ti,. s o2 Vim„ i ter. Suzanne L Martin ��t, ltsr VA' EXPIRES 219/15 water/sewer line detail prepared for: Hilary Smith&Joan Howard 66 Laurel Street-Port Hadlock • Parcel#921 063 008; Tax 26&tI C3 page 4 of 9;Smith/Howard; Tank Cross Section - Not To Scale parcel#921 063 008 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL 1 ACCESS RISER \I FINISH GRADE WM .p — • �� � pow I � � TO PUMP I — , ��.. CHAMBER FROM SEWAGE SOURCE FLOATING MAT APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter installed recommend 1/8" AN -- ,�S�CVG�`O C"` 10 SEPTICTANK� ; ` - '-/ (TYPICAL) PVv I�/ J SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE Nt A— v VALVE " I I A It FROM SEPTIC ______nl i i Ii -7-1.-TO DRAINFIELD TANK ll 1•11 \ .— Min_270_Gallon I • I — EMERGENCY STORAGE ANTI SIPHON VALVE* HIGH WATER ALARM LEVEL ,-01. A NORMAL TIMER OFF LEVEL WORKING VOLUME ATransducer Asssemblsemblx y ENCLOSED PUMP J� SEDIMENT SHROUD* —,— CHECK VALVE * 18" ti SEDIMENTS i, SUBMERSIBLE CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) *AS NEEDED I . • JEFFERSON COUNTY DEP RTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND,WA 98368, (360) 379-4450 t) ,,(r.?v.-- SOIL EVALUATION '► a4t :47"''� � 1M Milton Morris ' e ►r '4 PROPERTY OWNER 1 SuzanoeLMerlin ,11 fCWrZsW 1i.NER"' ft SYSTEM DESIGNER Suzanne Martin LEGAL DESCRIPTION: Section 6 Township 29N Range 1E Parcel # 921 063 008 Subdivision Name Tax 26 &TI C3 Division Block Lot(s) Date Logged: 11 April 2014 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 q1.211 1 ( , SOIL LOG #2 0-2" Bark mulch -1" organic duff 2-12" Dark brown silt loam (wavy boundary) 1-12" Dark brown sandy loam 12-23" Yellow brown gravelly compact loamy sand 12-23" Brown gravelly loamy sand compact in some with faint mottles / areas around the hole. '& tA 0.40 gpd/sf '\ Q."`�lI—_�eti'`y)"l, 0.60gpd/sf e--i1. LS 0 •('c Anticipated water table 15 in. ,,,,♦r.cf� j 7_/' 1 jC Anticipated water table' r----162—`9C+ n. Roots to 23-most to 12" inches t� l Roots to 16-18 inches � �J C� � Health Dept. Comments ��'>, Health Dept. Comments t� 1. 1 SOIL LOG #3 SOIL LOG #4 0-20" Yellow brown gravelly sandy loam 0-2" Dark brown loam 20+ Blocky mottled loam 2-16" Yellow brown Loam 15" in one portion of the hole, it is a depression 16-24" Yellow brown weak blocky loam filled with organic debris and does not represent 24+" Yellow brown blocky loam the profile 0.60gpd/sf 0.60gpd/sf; anticipated water table 20-24"; anticipated seasonal high water table 18-20" roots to 26, most to 24" 01(.-k.-. - 4 t tlAciAA-,,i _ tv,: _"..-- elizo Health Dept. Comments Health Dept. Comments • SOIL LOG #5 SOIL LOG #6 Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:\INFOHLTH1SOIL.FRM 1/00 \ I+ -a o r \ ca ° om c F i+ 01 (/) -0 coH 14111111N1414414000. a co— co g O N N o o m- CD O fD x CD i ``, 3 ~``�:� c gid' co / (ca * Nit' . a tli / 'N'sN, ,40 �, ► ���• �, ,r �_ti ° ° o c cn , o i t m m m a m o'� o ni x a #* r 0 0 c a n = ° m c ° N.I`. - o 4/ C m ° `° ° 3 c m m m m CD t.,— '(;)`",,,,,, La ... ) ---_,,_,, ~ 5 o ,r 3vn4 o CT]. HXA \\ / x J ri ; O o n •Vij2 �� / /� n� N 32, m ao F O ° n3 3'76 ° i cu No / 4 CIT. x n / Vm O a 0 N --„J V (/� 3 p' U7 X Oo o a m ,-,CD f �v S`< O 11 m oli j( O o m 3 \\ /f o m Pi v NNN jc 0 0 / m D 30 0 -n -n D _- Z G) 0 D Z m m 0 O m -D 0 op 0 o o co rn o D "o CD o a) co ✓ o -o 0- m• °' N ? L O Po CD v go ryn CO0 71 s, CO y r m °r. CD n O m o m� G) co p 0. D p' m v co -0 r„ _ o a r mrn D, O N 03 0 N ° N N �n 3 j co N ° .-r 0. V7 o x IV�. c m tom n W m 3 n°i NOW � c �� °• a7Z ac CD 0 ° am II O cn n 3 N a O Q' c i . IH (�o0 cnaur •o • o 0-) x — y 3 o ° m n _v? o �= m m cn o iv N wCD F m m m o CO '0 N .p Z a-) s 3 O ,p c 0 m page 1 of 9; Smith/Howard; parcel#921 063 008 p JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 01,11\ SOIL EVALUATION ��,�, Hilary Herbert Smith &Joan Barbara Howard �. '` T '� PROPERTY OWNER �s�, art*. suzan� Martin fit/ 'Tic NS 633E•1 NCk.' 4SYSTEM DESIGNER Suzanne Martin 15 LEGAL DESCRIPTION: Section 6 Township 29N Range 1 E Parcel # 921 063 008 Subdivision Name Tax 26 &TI C3 Division Block Lot(s) Date Logged: 11 April 2014 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 0-2" Bark mulch 0-1" organic duff 2-12" Dark brown silt loam (wavy boundary) 1-12" Dark brown sandy loam 12-23" Yellow brown gravelly compact loamy sand 12-23" Brown gravelly loamy sand compact in some with faint mottles areas around the hole. 0.40 gpd/sf 0.60gpd/sf Anticipated water table 15 in. ,L Anticipated water table 16 in. 23-most Roots to to 12" inches j\\11 \ 16-18 _/V/ � Roots to inches Health Dept. Commentsq.9()\ Health Dept. Comments '1 SOIL LOG #3SOIL LOG #4 0-20" Yellow brown gravelly sandy loam 7\‘', 0-2" Dark brown loam 20+ Blocky mottled loam 2-16" Yellow brown Loam 15" in one portion of the hole, it is a depression -4, filled with organic debris and does not represent 24+" Yellow brownbrowweak blocky loam 24+" Yellow blocky loam the profile 0.60gpd/sf 0.60gpd/sf; anticipated water table 20-24"; anticipated seasonal high water table 18-20" roots to 26, most to 24" Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 0-2" landscape bark 2-7"dark brown gravelly sandy loam 7-24+"yellow brown loamy sand w/cobbles not yet evaluated by JCPH dug by hand 12 June 2014 Anticipated water table n/a in. Anticipated water table in. Roots to 27" inches Roots to inches Health Dept. Comments Health Dept. Comments H:IINFOHLTHISOIL.FRM 1/00 page 8 of 9; Smith/Howard; parcel#921 063 008 Design Manual for Glendon® BioFilter Systems in Washington Downslope Feature or Vertical Separation(See 2.4.1 and 2.4.2 Object 12"-<18" 18"-<30" 30+" Property&Easement lines 30 Feet 5 Feet 5 Feet Building Foundations 30 Feet 10 Feet 10 Feet Mounds 30 Feet 10 Feet 10 Feet Glendon Basins 30 Feet 10 Feet 10 Feet Interceptor/Curtain 30 Feet 30 Feet 30 Feet Drains/Drainage Ditches Other objects that impede 30 Feet 10 Feet 10 Feet the movement of water through the soil 'As measured from the downslope edge of the full absorption area(and the full replacement area,if the replacement area is concentric with the initial area)of the upper unit to the upslope wall of the lower basin. Figure 5—Minimum Setbacks from Downslope Feature m&it i r , , Figure 6—Typical Glendon®Model M31 System Layout Multiple unit systems should be designed to facilitate dispersing the treated effluent over a broad area. For example,two rows(lines)of three basins each oriented on the contours is better than"stacking"three rows (lines)of three basins each oriented on the contours(each basin normally has its long side perpendicular to the direction of the slope). When the site characteristics require"stacking"the primary units should be laid out in a checkerboard(alternating)fashion rather than selecting units immediately down gradient. Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. Page 8 Of 21 WA Design Man!122003.doc Page 2 of 9; Smith/Howard; Parcel#921 063 008 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN44. I 'f, off 51406.52 16 May2014 i Suzanne L Martin Date b~sr, Ng.R.:. ExFaES v„„s Property Owner Hilary Herbert Smith &Joan Barbara Howard 17 June 2014 System Designer Suzanne Martin Legal Description: Section 6 Township 29N Range 1E Subdivision Name Tax 26&tl C3 Division Block Lot(s) I. CALCULATIONS If for residential use: Number of Bedrooms: 3 x 120 G.P.D. = 360 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.40&0.60 gpd/ft squared (see page 214 of the EPA Design Manua/) DRAINFIELD SIZING: Absorption area: 700 square feet (total G.P.D. ;G.P.D./ft. squared) Trench or bed width 14.5& 17.5 feet Trench or bed length 17&20 lineal feet (sq. ft. +trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 25 Friction loss 4 Pump capacity should be 15 G.P.M. at 40 T.D.H. Number of doses per day per gbt Dosing volume per gbt gallons Pump chamber size 1000 min gallons H Thome\pincntr\inf ohlth\sewd sn page 3 of 9;Smith/Howard; Parcel#921 063 008 III. DRAINFIELD CROSS SECTION Arlo. 2 MartinNl , " tlBV 1'Wk'' D011//g ft 17 June 2014 a- or.,;.. R.4' NATIVE SOIL A 1 IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth mound inches B n/a inches of drainrock below pipe C. 12 inches of vertical separation from trench bottom to impermeable material/seasonal saturation D mound inches of fill (if needed) E. Trench width 210/174 inches NOTES: Two different sizes of gbt. One loaded at 0.40gpd/sf and two at 0.60gpd/sf. Reserve area may require additional treatment ATTACH DETAILED DESIGN OF SYSTEM •' Page 5 of 9;Smith/Howard; Parcel#921 063 008 CM Effluent Pumps Orenco Systems' Incorporated 1-800-348-9843 100�► :.. , 1 r Effluent Pumps 90 PEF 17-501 PEF, PKP Series _ 1/3 hpto1-1/2hp 80 PEF 100 70 } b ++ i ._.. r .. 1 S 60 0 PEF 751 ail 1 = 50 , , C,, •i. i C PEF 50 uent pump 1 l 0 40'of € head I 30 , 1 20 ` 1t 10 1 1 z I PKP350 1PEF33111 0 10 gpm 20 30 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 Design Manual for Glendon® BioFilter Systems in Washington Construction Notes,and Disclaimers The following construction notes and disclaimers are binding upon the septic designer,the installer,and the owner or grantor of the property on which the septic design is accomplished.No substitutions can be made without the designer's approval. The construction notes assume that the designer is not a licensed surveyor. 1. This site map does not represent a survey nor does it purport to show all easements or encroachments, if any. If easements are not shown, it is the responsibility of the owner and the owner's liability. 2. The location of this drainfield is based on the owner or the owner's agent locating property lines and corners. If those boundaries are not accurate,the designer is not liable for mistakes in location of primary or reserve drainfields on the design. Easements not shown on design or on the plat map included with the design are the sole responsibility of the owner.However,the designer must make a good faith effort to accurately locate drainfield areas according to these instructions and,as circumstances permit,the preferences of the owner. 3.All surface water must be diverted away from drainfield area. Insure that final grading of drainfield area directs water away from the drainfield. 4.Prepare the site and install the units during dry conditions so equipment does not damage the structure of the soil in the absorption area. Use of tracked machinery is strongly recommended on Glendon®sites. 5. This system is not designed for use with a garbage disposal installed in the building(s)served. Use of a garbage disposal in a Glendon®system will require a larger than normal septic tank and additional expense in pumping fees due to the markedly increased quantity of solids in the septic tank. 6. The property owner is responsible to fill soil logs after final approval of the design. 7.No burning on drainfield area. 8.No vehicular traffic on drainfield area allowed. 9. This system requires a proper degree of maintenance by a Glendon®licensed technician. Certification, design and installation does not necessarily guarantee trouble-free operation. 10.No septic additives are to be used. 11. The property owner is responsible for damage done by landscapers. 12. Curtain drains may be required at time of installation even though not shown on design. 13. The owner/grantor acknowledges having read the above construction notes and disclaimers and agrees to abide by the content. Code of Good Practice for Glendon®Designers: 1. When considering locations for Glendon®units,try to locate them so they are not too noticeable. 2. Staking out the Glendon®is a good practice so the Health Department can see the actual location,and the installer knows exactly where they are to be installed. 3. It is important to see where surface runoff from the adjoining property may be coming,and,if necessary, install a curtain drain to protect the area with the Glendon®units. Avoid installing Glendon®BioFilter units in swales. 4. On tight soils(low permeability), surface runoff can be a major factor, and a swale or berm can be effective to divert surface water from flooding the area. 5. When designing curtain drains at property lines,check for roots for mature trees on the other side of the property which must be avoided. 6. Curtain drains should not be installed against the slope so they become too deep.Also,sometimes you can be in the shallow aquifer. Extreme Cold Weather Climates Excluded Application of Glendon®BioFilter Models M3 and M31 is limited to areas with climates exhibiting an annual accumulation of 6000 heating degree days or less. Glendon®BioFilter Technologies has research sites in planning that will extend this range of applicability. Designers who wish to use Glendon®BioFilter systems in areas colder than 6000 heating degree days should contact Glendon®to discuss their specific Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. Page 2 Of 21 WA Design Manl 122003.doc