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HomeMy WebLinkAboutSEP2014-00053 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION Linda Erickson I+. PROPERTY OWNER / �+ :" 222 NW 196th Place MAILING ADDRESS + Shoreline, WA 98177 s 1E�2 ,,+ PHONE ( 206 ) 533-9005; 206.679.0723; 206.332.7542 Suzan ��Ma 1++' - oalaaS v,,,,5 SYSTEM DESIGNER Suzanne Martin Designer Phone# 554-0224 LEGAL DESCRIPTION: Section 3 Township 25N Range 2W PARCEL# 502 034 007 Subdivision Name Tract 4 Subi/ease; tax 7 Division Block Lot(s) Site address/Directions to site 92 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE4' Residential I _ New Tank/s only Private ✓ Residential ADU Modification_ — Public Commercial Expansion_ Community Upgrade, Repair SITE SIZE +/-225625sf SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation�n Conventional Designate RPCPrve Area Yes# �,Y I'. -05 Alternative ✓ Redesign I No • �/ SYSTEM DETAILS Number of Gallons/day 360 Soil type 4 (attach soil eval.) Application Rate 0.60 qal./sq.ft./day Drainfield Length 14.5/19.5 ft. Trench Width 17 ft. Trench/Bed Depth n/a in. Septic Tank size min 1000 gal. Pump Chamber size min 1000 gal. TYPE OF Glendon Biofilter M-31 By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal -A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. PropertyOwner Signature Date FOR OFFICE USE ONLY 411 PARTIAL ,ASBUILT 5 + D/ 4 ) FINAVj AP•R.VED t n INSP/PUMP TEST ./%47 ( ()PUD 51-2- /� 7 JP ALL HOLD_REQ.MET Date I 1t Fee ' Z'1 Rec# 1 `JOC1 el-- Check# I Z Z Li Case#SEP q -OS C•\Documents and Set*ings\S""zannA Mart*+\My Docimen+-s\my ?•annP\mho^-1Sefferv^ Coun*y\7effro forms\Suz\2008 SPA.DOC 1 JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street • Port Townsend •Washington • 98368 www.jefferson countyp ub lichealth.o rg Phone 3bU-38b-9444 Fax 360-3/9-446( ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00053 Date Received: 05/05/2014 SITE ADDRESS: MOOSE MOUNTAIN RD Revised Date: 08/19/2014 Redesign Issued: 07/31/2014 Date Expires:07/31/17 APPLICANT: LINDAY ERICKSON PHONE: 222 NW 196TH PL SHORELINE WA 981772540 LEGAL DESCRIPTION: S3 T25 R2W TAX 7/TRACT 4 SUBJ/EASE PARCEL#: 502034007 Section: 3 Township: 25N Range: 2W 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 Drainfield Trench Septic Tank Length: 0 feet Width: 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 Sy e , codified in JCC 8.15 as amended. This permit may not be renewed. Jeff son CounY�mental 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 REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP14-00053 1.) Contact designer prior to installation for staking of drainfield area. 2.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 3.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 4.) 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. 5.) The Applicant shall comply with the recommendations of the Geotechnical Report prepared by Envirotech Engineering dated June 9, 2014. 6.) 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 7.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 8.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 9.) 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. 10.) Drainlines are to be installed along the natural contours. 11.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 12.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 13.) 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. 14.) 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. 15.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 16.) 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. Page 2 of 2 \\tidemark\data\forms\FSEP_PermitRedesig n_nw.rpt 8/21/2014 f► ,° 8'E ±I60' D . 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CO CD �• � � d .� CD U1 CP CD C rn .. _ = p 0, O O a CD O 01 :ii CD < 0 v - Zo, O n CD o a .< o o W xQ - = Q o, ? 0, 0 � o 0 CD �' a o 0 N -7 CD C- a (n * -, CD cn CD System Owner: Linda Erickson SEP14-00053; Parcel #502 034 007 Site Address: Brinnon, WA 98320 Pump Tank Detail-nts 19"Installed Riser 8 Inlet .I75, `:' 58.375" ±23.4"/480 gallons of storage above high water alarm ^. -not including additional capacity in m. septic tank and tank risers v -±13.7"1±300 gallons storage '4 Veto set 13.8"from the below invert of inlet of pump tank +.4 bottom of the bell alarm set for 13.6"from bottom of the bell -±270 gal working volume 4 ;C on set 0.9"from bottom S: Cotton-1000 gallon pump 20.5"from bottom of tank to i,' of the bell tank;21.4 gallons per inch the bottoT of the bell r ?r: _-zb-OA Aquaworx IPCS01 ... ...,. .- ..•.. ,0,;..: 7: ':.; .. . a%..i": , .. •i'...+.w .. '=1.�.;T:4:.. . ..., }11 Oli 'I, I,I � I i• '1 r 4 4. , �0r wAsy0Hc i.1 /i;: SUZANNE/IA MARTIN i JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit # SEP 14-00053 Installer Dan Morger Parcel # 502 034 007 D &G Electric 3 0 peak « , Electrician Design Flow f. gpd Property Owner Linda Erickson Site Address 592 Moose Mountain Road-Brinnon, WA 98320 i.'Jeff�grs fent 011ty. Answer all questions or indicate NA �4 ,44., DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Peninsula 1000, risers, baffles &outlet filter installed 9/16/14 Pump chamber (manufacturer, size) Peninsula 1000gal, risers installed, 21.2gal/inch 9/16/14 Screen(s)and/or Pump Shroud (type, location) shroud in pump chamber 9/16/14 Were Tanks tested onsite for water tightness? es / No Panel Model Infiltrator Timer Model Aquaworx IPC 9/16/14 Pump 1 — Man./Model Liberty Flow Rate n/a qpm 9/16/14 Pump Location (i.e. garage, treatment unit, basement) in pump chamber Float/transducer settings Inches Timer from bottom of tank- On/off - 20.5 in. Functions: On 10 0 min Veto - 34.3 in. Off- 8:42 sechr Alarm - 34.1 in. Veto On - 10 0 min Storage Above High Water Alarm 480/300 gal. Veto Off - 6:31 sec/ in hr Dose Counter Reading 17 dose/1 vdose # gallons/dose n/a gal. Elap. Time Meter Reading 00:08:37 min hrs Pump Throttled? Yes No Dose Drawdown (in inches) n/a in. ZB-OA; 136 events; a/c 21 dose Pump 2 — Man./Model Flow Rate n/a qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of basin 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) ID=05-08-2013 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? CD/ 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" pvc sch 40 Manifold size/schd 1" pvc sch 40 9/16/14 Orifice size n/a Lateral Size/schd n/a Barrier Material jute Cover Material/Depth n/a 9/16/14 Residual Head (lat.# & ft. Head) balanced pods 5/9/17 The laterals/pods were balanced 0 / No Source/Manufacturer of Drainrock/Gravelless chambers n/a Drainrock Clean? Yes / No If no, what action taken? n/a Mound/Glendon Site Prep n/a Drainfield Length 14.5 ft Width 17 ft Depth 0 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 2.) no wells on site; 10.) installed on contour; 11.) drainage diverted from pods; 12.) sewer line is cased under the driveway; 16.) construction of this system has met RS&Gs; State and county code at the time of permit issuance. Health Department Inspection issues resolved Yes / No /0._\1_./9 If yes how? Users Manual Provided to Homeowner mailed 10 May 2017 Date Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFO MATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) og THAT CHANGES HAVE SEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WAC 246-272. ' Ra+. 9 May 2017 5100342 / `w�•� '� �i mZ I. � • N esigner Signature Date License # %z''su=a°Martin.' 'r, I''ITC u ASKINF_W it EXPIRES 211 1119 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 a o' = a m -0 N CD O co (7 a 7 7 c a O� C a 0 a °S)2.1-, nai g < a 0 p x '•. O N C— 2), N 6 a 7 O cn 3 2. ca c co o a a Oco O C J i 0 O' a O. 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SECURED LID WITH GAS TIGHT SEAL ACCESS RISER f i FINISH GRADE ., r n 'n l 1 TO PUMP / 1I CHAMBER FROM SEWAGE 1 SOURCE FLOATING MAT APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter installed --_____________N_ SEPTIC TANK SEWAGE DISPOSAL DESIQ� (TYPICAL) Approved �r Co ` Gti 'i ate SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE -- VALVE * rF - FROM SEPTIC 1 m —ATO DRAINFIELD TANK 13 �I Min_270_Gallon 1 ,[ — EMERGENCY STORAGE I ANTI SIPHON HIGH WATER ALARM LEVEL —10. f VALVE I Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLUME Assembly ENCLOSED PUMP SEDIMENT SHROUD' - — CHECK VALVE' 18" L SEDIMENTS t i--,,,,, IISIBLE -f PUMP PUMP CHAMBER (TYPICAL) AS NEEDED Page 5 of 8; Erickson; Parcel#502 034 007 4111111100 au Effluent Pumps Orenco SystemsIncorporated 1-800-348-9843 100 Effluent Pumps 90 PEF 1501 PEF, PKP Series 1/3 hp to1-1/2hp 60 PEF 1001 III 70 60 0 ▪co = 50 'E i C PEF 50 IIIIIIIIIIIIIIO 0 40 115 15-1 30 1011111111111, 20 effluent pump 4411110011411114 Ir 10'of4 141114 head PKP 350 PEF 3311 0 ---__. 1 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 Page 6 of 8; Erickson; Design Manual for Glendon® parcel#502 034 007 BioFilter Systems in Washington q 12. Model M31 Sizing for o "Fred Hill"Style Basins10 7� «: ��f¢ Slopes 5<20% The calculations presented herein apply only under the following conditions for the slopes listed: a.. • 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. SEWAGE DISPOSAL DESIGN ' Approved or I onotruction 5 5' Basin I lir6' Date 10' \/ • 14.5' 100% Primary Cross Section through Basin Perpendicular to Slope 17 Down Slope USDA Type Soil 1&2 3 4 5 6 Dimension Soil Load Rate Gal./Ft2/Day 1.2 0.8 0.6 0.45 0.2 50 75 134 NA 100% Abs. Area 100 150 200 268 600 Primary Length 14 15 17 19 Note 11 A 6.5 8 _ _ 9.5 B 100% Abs. Width 10 13 14.5 16.5 C Reserve Length 16 17 19.5' p 23 D Reserve Width 15 20.5 17' 25.5 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. " See Page 21 for Type 6 Son pattern for a 360 GPD system. Copyright Glendon BioFilter Technologies,Inc.'2 03. All rights reserved. WA Design Manl 122003.doc page 7 of 8; Erickson; parcel#502 034 007 Design Manual for Glendon® BioFilter Systems in Washington Downslope Feature or Vertical Separation (See 2.4.1 and 2.4.2) 1. 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 f i '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 ' I ti $ modulars ,4„, 0 _...,„,r,Ji,,,- house • x 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 re.,rued. WA Design Mani 122003.doc ONSITE SEWAGE DISPOSAL ,r SYSTEM DESIGN rrf h`4` Suzan0e LL44Martin �,''�� Date 25 March 2014 `Mt6tS EY.PIRE41I11it5 Property Owner Linda Erickson System Designer Suzanne Martin 42 Legal Description: Section 3 Township 25NRange 2W (:>)�' , ," Subdivision Name Tract 4; sub/easement Division Block t <t(s), tax 7 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 0.60 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 600 square feet (total G.P.D. -:.-G.P.D./ft. squared) Trench or bed width 17 feet Trench or bed length 14.5 lineal feet (sq. ft.:-trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 10 Friction loss 2 Pump capacity should be 10 G.P.M. at 10 T.D.H. Number of doses per day per gbt Dosing volume per gbt gallons Pump chamber size 1000 min gallons H:\home\pincntr\infohlth\sewdsn III. DRAINFIELD CROSS SECTION 40, F 74 j, � wa� 510 2 I) / øi2 - A" Dr.:K Reek NATIVE SOIL A IMPERMEABLE MATERIAL✓ SEASONAL SATURATION A. Trench Depth mound inches B n/a inches of drainrock below pipe C. 18+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D mound inches of fill (if needed) E. Trench width 204 inches NOTES: ATTACH DETAILED DESIGN OF SYSTEM Page 8 of 8; Erickson Parcel#502 034 007 Design Manual for Glendon® .,/'?� BioFilter Systems in Washington X11. Construction Notes,and Disclaimers The following construction notes and disclaimers are binding upon the septic designer,the installer, and the owner or grantor of the property on which the septic design is accomplished.No substitutions can be made without the designer's approval. The construction notes assume that the designer is not a licensed surveyor. 1. This site map does not represent a survey nor does it purport to show all easements or encroachments, if any. If easements are not shown, it is the responsibility of the owner and the owner's liability. 2. The location of this drainfield is based on the owner or the owner's agent locating property lines and corners. If those boundaries are not accurate,the designer is not liable for mistakes in location of primary or reserve drainfields on the design.Easements not shown on design or on the plat map included with the design are the sole responsibility of the owner.However,the designer must make a good faith effort to accurately locate drainfield areas according to these instructions and, as circumstances permit,the preferences of the owner. 3.All surface water must be diverted away from drainfield area. Insure that final grading of drainfield area directs water away from the drainfield. 4. Prepare the site and install the units during dry conditions so equipment does not damage the structure of the soil in the absorption area. Use of tracked machinery is strongly recommended on Glendon®sites. 5.This system is not designed for use with a garbage disposal installed in the building(s)served. Use of a garbage disposal in a Glendon®system will require a larger than normal septic tank and additional expense in pumping fees due to the markedly increased quantity of solids in the septic tank. 6. The property owner is responsible to fill soil logs after final approval of the design. 7.No burning on drainfield area. 8.No vehicular traffic on drainfield area allowed. 9. This system requires a proper degree of maintenance by a Glendon®licensed technician.Certification, design and installation does not necessarily guarantee trouble-free operation. 10.No septic additives are to be used. 11. The property owner is responsible for damage done by landscapers. 12.Curtain drains may be required at time of installation even though not shown on design. 13.The owner/grantor acknowledges having read the above construction notes and disclaimers and agrees to abide by the content. Code of Good Practice for Glendon®Designers: 1. When considering locations for Glendon®units,try to locate them so they are not too noticeable. 2. Staking out the Glendon®is a good practice so the Health Department can see the actual location,and the installer knows exactly where they are to be installed. 3. It is important to see where surface runoff from the adjoining property may be coming,and, if necessary, install a curtain drain to protect the area with the Glendon®units. Avoid installing Glendon®BioFilter units in swales. 4. On tight soils(low permeability),surface runoff can be a major factor, and a swale or berm can be effective to divert surface water from flooding the area. 5. When designing curtain drains at property lines, check for roots for mature trees on the other side of the property which must be avoided. 6. Curtain drains should not be installed against the slope so they become too deep.Also,sometimes you can be in the shallow aquifer. Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc Page 1 of 8; Erickson; Parcel#502 034 007 p JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450I►14 ► SOIL EVALUATION 4, 10'lli , ,':.-� PROPERTY OWNER Linda Erickson %' �► '� sn0z f., ►► j*. Suzanne L Martin '',""•, I "Ultr Uti1WINM" ►t, SYSTEM DESIGNER Suzanne Martin LEGAL DESCRIPTION: Section 3 Township 25N Range 2W Parcel # 502 034 007 Subdivision Name Tract 4 Division Block Lot(s) tax 7 Date Logged: 23 February 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 e 0-34" Reddish brown gravelly loam "� ,l t 0-27" Reddish brown gravelly loam 34" Hard pan v 27" Hardpan 3)-4-7:41' // ''' ' - l' rite/ est Anticipated water table n/a in. mi Anticipated water table ilia in. Roots to 34 inches ` 27 Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #3 SOIL LOG #4 0-35" Reddish brown gravelly loam 0-30" Reddish &Yellow brown gravelly loam 35" Hardpan 30" Hardpan _ 30" hardpan other side Z_3 e.&''14)l 0431-ti�-1'-4-° ��� i t Anticipated water table n/a in. Anticipated water table n/a in. Roots to 35 inches Roots to 30 inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 0-32" Reddish brown gravelly loam 32" Hardpan 2 — vet „.. caviA Anticipated water table n/a in. Anticipated water table in. Roots to 32 inches Roots to inches Health Dept. Comments Health Dept. Comments H:UNFOHLTHISOIL.FRM1/00