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HomeMy WebLinkAboutSEP2012-00143 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 SEPTIC PERMIT APPLICATION , PROPERTY OWNER ./nL7C /7 &--C/6- /3 �� C— "C OCT 2 c2 2013 MAILING ADDRESS P o /00( g :C37j C.,OIlP7l'' Fcrt3 /4/A 9S33/ 4'nvirorll�;ei�t 1 Y PHONE ( C07 ) C '7 CS 99® / nom, Health SYSTEM DESIGNER /+_L£38/9e/2 Designer Phone# . 6'G — t �3'- LEGAL DESCRIPTION: Section Z- Township� i`7 Range 13 PARCEL# 7 / 3 —0 Z/— o// Subdivision Name 2 /o 14//6779 Division Block Lot(s) Site address/Directions to site Z Z 9g ///!/O /,0 SOURCE OF S + GE/USE TYPE OF WORK WATER SO1i CE Residential C New Tank/s only Private Residential Al Modification Public Commercial Expansion Community Upgrade Repair SITE SIZE 40�.3(94QFr SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional �/ Designate R erve Area Yes#S'CP/2—co/93 Alternative Redesign No SYSTEM DETAILS 1 / Number of Gallons/day 36 ,[6 Soil type - (attach soil eval.) Application Rate ©' 6 C, galisci.ft./day Drainfield Length Q7 ft. Trench Width —3 ft. /J Trench/Bed Depth Z T in. Septic Tank size / gal. Pump Chamber size �Xi7 gal. TYPE of system G-/3,T t/-4-7-7 • 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. no,IF cr,v/1/ -/�-/ Property Owner Signature Date FOR OFFICE USE ONLY � 1`5 PARTIAL ASBUILT r.,4 14( FINAL lF1. I APP OVED INSP/PUMP TEST PUD * l /771A71 ALL HOLD REQ.MET Date` 1_3 Fee23 Rec# /// eD Check ,' Case#SEP SEP O..—143 H:\WEB\PDFs\Septic\septic permitapp 2008.DOC &U JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypublichealth.org Phone :3W-365-5444 t-ax :kW-3/9-44U/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP12-00143 Date Received: 12/14/12 Date Issued: 10/25/13 SITE ADDRESS: 2298 UNDIE RD Date Expires: 10/25/16 APPLICANT: MITCHELL W REICK PHONE: PO BOX 83061 FAIRBANKS AK 997083061 LEGAL DESCRIPTION: S2 T27 R13W TAX 10 WITH EASE PARCEL#: 713021011 Section: 2 Township: 27N Range: 13W DESIGNER: ERIC HIBBARD PHONE: 360-683-6300 SOILS APPLICATION INC. P. O. BOX 1120 CARLSBORG WA 98324 SYSTEM DESCRIPTION: CONVENTIONAL TRENCH No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 24 inches Size: 1,000 gallons DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction and development activities must comply with all permit conditions,state and local codes,and Recommended Standards and Guidance documents in effect when the permit is issued. The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended. This permit may not be renewed. /Jefferson County Environme tat Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00143 1.) This permit is only valid due to the LOMA approved on 7/16/13 for map panel 5300690575B. System must be installed in the approved area only. 2.) 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 3.) 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. 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.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 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 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. 8.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 9.) Contact designer prior to installation for staking of drainfield area. 10.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 11.) 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. 12.) 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. 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.) 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. 15.) 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. SEP12-00143 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 10/25/2013 . n CONVENTIONAL SYSTEM ASBUILT INSPECTION REPORT INSTALLER 0-4,02,7 PARCEL# 7/ a( ---0// �� Permit Owner 013 Permit # / Z'-c0�f c ABSORPTION ARE D c03 "e-41to RAINFIELD / TRENCH ' TRENCH /r TANK #OF #GAL/ LENGTH z- V WIDTH 3 DEPTH Z < SIZE / BEDRMS DAY 2 i0/VC- Tank Shroud/ IF PUMP AND PUMP CHAMBER REQUIRED: Size 37 Screen Float Arrangement High water float—distance to top of tank/emergency storage Dose drawdown (#of inches) #Gallons/Dose Timer/Dose Counter info Pump Size/Manufacturer I CERTIFY THIS ONSITE SEWAGE SYSTEM WAS INSTALLED AS DESIGNED, PER PLAN APPROVED I)ATF INSTALLER SIGNATURE DATE INSTALLED I 4,0 •'?8 af f/ 1 • i AEI 1. .Z /,ii■?_ Nee l = : .� .° LIB DIMMER EXPIRES 11-18-20 // ASBUILT CONVENTIONAL FRM_05-10-04.pdf WESTECH 2012 LANLI WILL rc - �- REQUIRE 60' BUFFER ------, // 4,09 v �. 2 '\ �I 4 V "►°I Q a. -� / �''.I �`f,: D 0 J ,r/' \/***''''''s , \ i� ^ / Q J Q Q 41 I \ , r • ........ i.ti °1 \ to ORS \ to a I TEMP BENCHMARK IN \ ``\ I l\ a \ * liA. :-.4 TREE ., 1000 GALLON SEPTIC W/ s 3' I ONfl\ , RISER TO GRADE AND -.�� j P': 'OSED \ CLEANOUT .►� \ WE \ \` ct f z o OO ' 1 k- 0 W 4" 3034 0 \ / / Q T I F- \PVC T RANSP ORT p --- \ Scale: l '' = 40' % Q w ''' GRADE W/ RISER TO / / 0 40 80 120 LJiI o \ ■ 0 Z /''' —50' 1009 RESERVE AREA \ I/ / 0 a j 6' h 1• 1 I C Q 0 • I I F I I / FOUR GRAVITY DRAIN FIELD LATERALS , \ I 50'X3'X24" W/ MONITORING PORTS TO GRAVLE NATIVE INTERFACE / SCALE: \ , 1=40' INSTALLED BY \ `` \ 2o0,'�OM / BUILDING SITE HAS BEEN OE4-2014 \ \ \ 0,5,E CERTIFIED BY "FEMA" TO \ \ =/ BE ABOVE FLOOD PLANE PERMIT 12-00143 PER LOMA EXIBIT A / 4-30-2013 BY N77\ DRAWN BY: ERIC \ , REVISIONS: 0fa I 41\ \ oy* v 044/ 4As ��` I personally inspected this on-site sewage disposal system and M H TNUBR o SEE E O ,� �w --1 �,•y` certify that portions inspected were installed in accordance with ry0 �' t. �;: - e approved design and complies with the conditions noted on .,, . . .�� \ 141: ( •.N� the permit and with WAC 246-272A. y` 5100362 F OF 1 • �O 100, •0 ERIC W HIBBARD ` Designer of Record _ERIC HIBBARD '� � '`-R 40 LICENSED DESIGNER % / ` jj / - Ohms `� Date ___4-23-2014____ _ EXPIRES 11/18/2014 — — -- — — — f--------4*. 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O i///// 5 <0 w m m m °'.< co co fl:. cn v -� N o ON-SITE WASTEWATER PLANS R z 1 SOILS APPLICATION, LLC. z w R i i TAX PARCEL #713-021-011 o m 863 CARLSBORG ROAD, SUITE A, N n O N N ° w GRAVITY SYSTEM FOR SEQUIM, WA 98382 Cn REICK PH (360) 683-6300 FAX (360) 683-5652 U N Q in Construction Specs —1 ti coo The work described in this document consists of the construction of a conventional gravity septic system for a 3 bedroom residence.The system consists of A new septic tank, "D"box,and drain field.The contractor shall be licensed, z (1.)coN M bonded,and certified by the Jefferson County Department of Environmental Health.The contractor shall give the 0 -in `' designer forty-eight(48)hours minimum advance notice of installation. I— 0 rn U_ : CD Inspections: J A pre-construction on-site meeting with the installer shall take place for the purpose of layout. Inspections will be CO j M required during construction at the following completion phases: Q 0 `o A .Trench Inspection 1 Excavation 1:t 0 2 B.Trench Inspection 2-Completed with Plumbing Before Cover (1) U C.Final M n O co Septic Tank: (.1) a The septic tank shall be a standard two-compartment 1000 gallon concrete tank.The tank shall meet state and Jefferson County Codes and shall be water-tight.Inlet and outlet sanitary tees made of plastic material shall be installed.The outlet tee shall have a screened baffle.Risers shall be installed to finish grade on both access ports."Jet-Set"or equivalent z shall be used to secure the risers to the tank. Grout or mortar will not be acceptable.Care must be taken to ensure a Q water-tight seal.Be sure to fill the tank with water when the installation is complete. J a_ O D-Box: c I CtO The D-box shall be level.It will have speed-levelers installed for each leg of the drain field.A riser with lid will be placed � z;-, 2 over the d-box and brought to grade. Q The Drainfield: W , U All piping shall be installed as shown on the plans,or as directed by the designer.Fill material shall be free from large rocks or objects which may damage the pipe. Laterals shall be installed level with an accumulated elevation difference d not to exceed 3/4".An 18"length of#3 rebar shall be driven into the ground at the end of each leg of the drainfield to r 0 I- assist in future location purposes.4"pvc inspection ports will be placed at each end of the drain field leg.These will 4 , Q extend(2)to the mid-section of the gravel trench. ` d. The sidewalls and bottoms of all trenches shall be hand-raked after excavation and before the placement of gravel and l.v X O distribution lines to remove smears caused by the excavation process. OCT 2 2 2013 1— DESIGNER MUST BE NOTIFIED OF ANY VARIATION OR MODIFICATIONS CONTEMPLATED FOR THE ='' "' ''ry``a' �, :t Z SYSTEM DESIGN OR SPECIFICATIONS.CHANGES MUST BE AGREED TO IN WRITING BY THE DESIGNER. 0 SCALE: ISPOSM-DESIGN DATE: SEWAGE D Op5tCUGti011 10-16-2013 Ap�COY f OC JOB NUMBER: pate 07-030 DRAWN BY: ERIC REVISIONS: I,,I`` 12-3-2012 I Q ■ , .. y 0` ,s,.s % SHEET NUMBER grvspecs.wps ,1 tp . ` 5100362 %.�\ OF 5 0 0 . ERIC W HIBBARD .. 40 s. LICENSED DESIGNER d EXPIRES 11/18/2014 Page 1 of 2 I (Date: July 16, 2013 (Case No.: 13-10-1101A LOMA • Federal Emergency Management Agency F o- Washington,D.C.20472 l.4ND LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION JEFFERSON COUNTY, A parcel of land, as described in the Statutory Warranty Deed, WASHINGTON recorded as Document No. 518518, in the Office of the Auditor, (Unincorporated Areas) Jefferson County,Washington COMMUNITY Parcel ID: 713021011 COMMUNITY NO.:530069 The portion of property is more particularly described by the following AFFECTED NUMBER:53006905756 metes and bounds: MAP PANEL DATE:7/19/1982 FLOODING SOURCE:BOGACHIEL RIVER APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:47.877, -124.336 SOURCE OF LAT&LONG:ARCGIS 10 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ SUBDIVISION IS CHANCE ADJACENT LOT LOT SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) — -- 2298 Undie Road Portion of C -- -- 228.4 feet Property Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION STUDY UNDERWAY PORTIONS REMAIN IN THE SFHA ZONE A This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP)is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria,VA 22304-4605. -.=.,C - = Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration Page 2 of 2 Date: July 16,2013 Case No.: 13-10-1101A LOMA Federal Emergency Management Agency stie'4 Washington,D.C.20472 q vo LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) COMMENCING at a 1-1/2 inch iron pipe set on the western boundary of the property; thence S89°55'02"E, 179.99 feet to the POINT OF BEGINNING; thence N63°50'14"E, 116.07 feet; thence S87°01'43"E, 67.97 feet; thence N24°42'18"E, 68.81 feet; thence N30°08'17"W, 46.81 feet; thence N23°59'54"E, 50.24 feet; thence S66°00'06"E, 199.27 feet; thence S23°59'54"W, 259.98 feet;thence N66°00'06"W, 299.98 feet to the POINT OF BEGINNING. PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. ZONE A(This Additional Consideration applies to the preceding 1 Property.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. STUDY UNDERWAY(This Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT(REMOVAL)) This determination is based on the flood data presently available. However,the Federal Emergency Management Agency is currently revising the National Flood Insurance Program (NFIP) map for the community. New flood data could be generated that may affect this property. When the new NFIP map is issued it will supersede this determination. The Federal requirement for the purchase of flood insurance will then be based on the newly revised NFIP map. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,LOMC Clearinghouse,847 South Pickett Street,Alexandria,VA 22304-4605. Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration . . 4 LOMA EXHIBIT "A" Of o portion of the Eost Half of the Northeast Quarter of Section 2, Township 27 North, Range 13 West, W.M., Jefferson County, Washington e O 29.7 x23.3 C 2 tk CO 64 r- o p N23'59 54 f 50.24 ,.•.231.4 a y-• 233„`• ca N30•08'17'Y 4641 *0'xz3At \��� • x:31.7 '+a,32.3 x23sz 'A x236, 58701'43"E 67.97 x23„ x2123 W N24.42'161- 68.81 he' N6350'141* 116.07 - ., 232.9 'V 1-1/2 INCH IP xY72. / x 339,196.65 N ti'N89'55'0214, / x23.2 + f xaA.1 } % 780,550.11 E N89'55'02" 179.99 / + <v PER GPS OBSERVATION "2322 S6 / p 600. 312334 •4) %E3I.9 O6F �� / ,� / 09.9 4 1234 8 / I 12322 W • Qocic'SF/4 49� Q / O W F g z / /834.3 {0{�, 5050.�77�0U0 4.49 90LYO� SCALE IN FEET ■••-.-... LEGEND 0 FOUND 1-7/2 INCH IRON PIPE PER -A VOLUME I OF SURVEYS PAGE 27 R I 1 I BUILDING SITE I . I 1 2501 d...,........._.._,........._.. ........_. _ i .....,._..__Y — -- — ! i! 1 i T _I I , 245. i_....'__.....1 ..—.._.«..._._�.._....-.._.�....._ { 1 1: ; a i ! 1 240 .......__...;....... s { 11 I I i I- 1 I _.. t Ii i I : 1 I • 235 I•--._..1 p. - — i I - - i 234.2 OFERn°w ELfv. � —— ____ s 232., AMMO 7Titf9f ti' • ( 1 1 i i ■ + 1A48 Sol Ft 1 { ; f I i-- I i 363 S0'Ft i 223.5 N911ER ELEV.4/25/2073 ' 1 I 1 220 L _._...i..__._.._._....._....i.._ j I____.__..._....i..—_.._.]—.�--:—.—.I'�.J_. .. r—220.5 ESAALI/f0 80170M ELE✓. 0400 0+30 T+00 7+50 2+00 2+50 3+00 .7.50 4+00 4,50 5+00 5.50 6+00 e:,-so--"r SECTION A - A seas:2r'w I0""'`3°n°" �� NORTHWESTERN TERRITORIES, INC. LOMA EXHIBIT A ��F, .0.... PLAT ticTNkc In m2 V E. •"a Armors-Owl ' for: 1r- e.e.m%2e.9upe.2e.•Sated*14.82 ■■ _ NT! 700 MUM MT, .,Sw«FO.H3SL13.01•*•s*„ ...... MITCHELL REICK '•>� Gmail-Mitch Reich LOMA Page 1 of 1 Eric Hibbard<soilsapp@gmail.com> Mitch Reich LOMA 1 message Kent Robinson< kent @nti4u.com> Tue,Aug 6,2013 at 11:32 AM To: soilsapp @gmail.com Attached is a map illustrating the portion of Mitch's property that has been removed from the flood zone. The base flood elevation calculated by FEMA is 232.0.To help you get oriented find the line with the dimension N 3008' 17"W 46.81 FEET. The south end of this line is at elevation 232.3 and is a rebar and survey cap. Near the north end of the line is a 30"diameter maple tree with a spike set at elevation 235.5. Kent LOMA EXHIBIT A-REVISED.pdf 118K https://mail.google.com/mail/u/0/?ui=2&ik=bdb8a15d08&view pt&search=inbox&th=14... 8/13/2013 Jefferson County Environmental Health Dept. 615 Sheridan St., Port Townsend, WA 983 8 SOIL EVALUATION k t Property Owner-Mitch Reick System Designer- Soils Applications LLC. ERIC HIBBARD LEGAL DESCRIPTION: Section-2 Township- 27N Range- 13W Parcel# 713-021-011 Subdivision TX# 10 w/Easement/ SURVEY V1 P21 Block Lot(s)- Date Logged: 10-29-2012 Logged by: Eric Hibbard Include soil textural characteristics and depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 Health Dept. Co ents: 0" to 35": BROWN FINE SAND 1.12) " 50": BRONW FINE-MED SAND 35" to A"c-A0 50" to 70": GRAVELLY MEDIUM SAND 5)/174/- Observed water table @ n/a Roots to 60" SOIL LOG #2 Health Dept. Comments: 0" to 18": BROWN VERY FINE SANDY AM @ to.,w..91 18" to 64": BRONW FINE-MED SAND I ,,�,,,`,� 64" to 68": GRAVELLY MEDIUM SAND ciLe "`4 aYuA,,JA )1- 1- Observed water table @ n/a ` L Roots to 66" SOIL LOG #3 Health Dept. C mments l( 0" to 14": BROWN F 1► - : • • 14" to 46": BRONW FINE-MED SAN• vi fia A-Q°77 - 46" to 70": G' • Y - •ARSE SAND C Aft) Observed water table @ n/a Roots to 46" • ...� i