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HomeMy WebLinkAboutSEP2013-00131 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION Connie Rae PROPERTY OWNER 1.,►► MAILING ADDRESS PO Box 652 %,., w ,m�+► w Q^„� • Quilcene, WA 98376 5 Zo ,g, , 1 4 Suzanne L Martin '�►►, PHONE ( 360 ) 765-3610 301-4428 ' -r enr r NM' ►► SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 13 Township 29N Range 2W PARCEL# 702 132 016 Subdivision Name Tax 115/116/117/118 Division Block Lot(s) Site address/Directions to site 293937 Highway 101-Quilcene SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential I .. New ✓ Tank/s only Private Residential ADU — Modification Public Commercial Expansion ' )( Community Upgrade, SYSTEM TYPE Repair SITE SIZE +/-162304sf Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPs.rve Area Yes# SEP77-00112 Alternative ✓ Redesign No SYSTEM DETAILS Number of Gallons/day 480 Soil type 4 (attach soil eval.) Application Rate 0.80 gal./sq.ft./day Drainfield Length 100If ft. Trench Width 6' ft. Trench/Bed Depth 24/48” in. Septic Tank size 1000 min gal. Pump Chamber size 1250 min gal. TYPE OF Sand lined trench system: 24"to bottom of gravel; 48"to bottom of C-33 sand 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. Staff's 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 ap1[11 ' ation will be separatel _fid by the rules and laws in effect at that time. Property Owner Signature Date 04 E ONLY �pt � 1 PARTIAL FOR OFFICE usASBUILT C '�)�ODFINA /� 905- APPROVED f isAPPROVED INSP/PUMP TEST lC->/r/15 'UD i q,3l1.� i' C) ALL HOLD REQ. MET O tm 4 �'Yrowi&I ►n IC) hj/5" Date 1112--I I-5 Fee _f) ` Z Rec# 14 Z 5 tC�Check# 1 t G `i 9 Case#SEP - t t r•\n.,r,u,„ts s * *1 t; 7s`s„,n,,,,A Mart;,,\My D.,,„me^ts\my d.,r•,,.,,onts za,,,,a\mbi,2o\Jaffa . ' C^>;^ty\Toffrn forms�1\\200[ �SPA.DOC la(ta) 1475 './(/-6- al { /_ tJL t �J JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street •Port Townsend•Washington •98368 www.jefferson countyp ub lichea lth.o rg ['hone 360-385-9444 rax 360-379-4481 ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP13-00131 Date Received: 11/21/13 Date Issued: 04/05/14 SITE ADDRESS: 293937 HWY 101 Date Expires: 07/07/14 QUILCENE, WA 98376 APPLICANT: CONNIE L RAE PHONE: PO BOX 652 QUILCENE WA 983760652 LEGAL DESCRIPTION: S13 T27 R2W TX 115 116 117& 118 CONSOLIDATED FOR TAX PURPOSES PARCEL#: 702132016 Section: 13 Township: 27N Range: 02 W DESIGNER: SUZANNE L MARTIN PHONE: PO BOX 178 PORT HADLOCK WA 98339 SYSTEM DESCRIPTION: SAND LINED TRENCH No. of Gallons per Day: 480 Type of work: NEW Drainfield Trench Septic Tank Length: 100 feet Width: 6 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-Sit- Sewage Syms, codified in JCC 8.15 as amended. This permit may not be renewed. çJij 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.: SEP13-00131 1.) 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. 2.) H - Existing tank shall be properly abandoned/decommissioned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 3.) 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. 4.) This permit was issued to replace an existing system that is not in compliance with current code- WAC 246-272A. The permit must be completed within 90 days of the date of issuance. A monitoring inspection or detailed assessment of the system filed under SEP77-112 was not provided by the designer therefore its status could not be established. 5.) 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 6.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 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 - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 10.) 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. 11.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 12.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 13.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 14.) TRENCH TO BE EXCAVATED TO 48" DEPTH AND THEN BACKFILLED WITH ASTM 33 TYPE SAND TO 20" to assure that effluent does not short circuit from the drainrock to the type 1 soils.. 15.) When/if designated reserve area is utilized an alternative system is required and must comply with code at the time of application for use. 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. SEP13-00131 Page 2 of 3 \\tidemark\data\forms\F_S EP_Perm itmod.rpt 4/5/2014 18.) Pump chamber shall be water tight and a minimum capacity of 1250 gallons. 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. 19.) 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. The outlet baffle screen shall be a minimum of 1/16" smaller than the orifice size identified in the approved design. 20.) Dose counter and elapsed time meter are required in the control panel for all system components. 21.) 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. 22.) H - This permit is granted based on the recorded RESTRICTIVE COVENANT combining tax 115, 116, 117, 118 to meet the requirements of JCC 8.15, house is not located on the same lot as the septic system and reserve area. COVENANT recorded 1/27/14. 23.) 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. 24.) 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. 25.) The site plan received on November 21, 2013 was reviewed by the Department of Community Development on December 10, 2013 and it was determined the new septic system meets the requirements in Jefferson County Code. The septic location is outside of Shoreline jurisdiction and Critical area buffers. Any future permits on this site are subject to review for consistency with applicable code and ordinances and does not preclude review and condition which may be placed on future permits. SEP13-00131 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 4/5/2014 • s JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit # SEP ‘4"f6114 %o 494 Installer Dan Morger Parcel # 702 132 0m% U� Electrician D & G Electrical Design Flow 419*• peak 8/• Property Owner Connie Rae 1 Site Address 293937 Highway 101-Quilcene, WA 98376 4V `,0 Answer all questions or indicate NA �� IBJ Tanks, Pumps and Controls IN P. Tank (manufacturer, size, baffles) 1000 gallon Peninsula w/riser&filter installed 7/2/14 Pump chamber (manufacturer, size) 1250 Peninsula tank with riser installed 26.8 gal/inch 7/2/14 Screen(s)and/or Pump Shroud (type, location) shroud around pump in pump chamber 7/2/14 Were Tanks tested onsite for water tightness? (CO/ No Panel Model Infiltrator Timer Model Aquaworx IPC 7/5/15 Pump 1 — Man./Model 76,//e17 }'i` S Flow Rate 40 ppm 10/4/15 Pump Location (i.e. garage, treatment unit, basement) pump tank Float/transducer settings Inches Timer from bottom of tank- On/off - 20.7 in. Functions: On 1:20 sec/0 Veto - 34.4 in' Off 240 sec hr Alarm - 34.2 in. Veto On - 1:20 sec/4 Storage Above High Water Alarm 445/686 gal. Veto Off - 180 sec. r Dose Counter Reading `t 0 ici5e # gallons/dose 60 gal. Elap. Time Meter Reading D ; � , of) mini® Pump Throttled'? 0 No Dose Drawdown (in inches) 2:25 in. Pump 2 — Man./Model Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off - in. Functions: On sec/min Veto - in. Off- sec/min/hr Alarm - in. Veto On - sec/min Storage Above High Water Alarm gal. Veto Off- sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled'? Yes / No If additional pumps- complete the info in this table Dose Drawdown (in inches) in. for each and attach. Other Timer functions & settings (e.g. override on/off) auto clear 45 seconds;zb-08 c- v1 } rk� iZ �C�Z -c 1ct `7 J J C t H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date lnsp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? €i)l/ 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 2" sch 40 Manifold size/schd 1" sch 40 7/2/14 Orifice size 1/8" Lateral Size/schd 1"sch 40 7/2/14 Barrier Material filter fabric Cover Material/Depth 0" 7/7/15 Residual Head (lat.# & ft. Head) 32-35"squirt height/70+"with tubes 10/4/15 The laterals/pods were balanced 0/ No Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? 0 No If no, what action taken? Mound/Glendon Site Prep n/a Drainfield Length 100 ft Width 6 ft Depth 24/48 inches Caps for measuring residual head stored (location) in clean-outs COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary see record drawing for condition list Health Department Inspection issues resolved Yes / No /CI If yes how? Users Manual Provided to Homeowner delivered to site 8 October 15 Date Tank/component Decommissioning Report Attached ED/ No / NA Installer Certification attached/signed ED/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED try JEFFERSON COUNTY (DATE) OR T}iAT CI-EANGES 1-fAVE BEEN NOTED AND TIE SYSTEM IS IN COMPLIANCE WIT}f WAC 246-2 72. 10/7/15 5100342 F'y ' sio z r Designer Signature Date License # SuzanneLMartin '•, , tt H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 Z�Pp�tt , T 21 6 T N O N m 5 o V Jvtti '6 OcncD-fD0 o * 6 .). G� � O < m CJ • c7 co 05,90 -- - clow 9, ., A A d rn� �N. 13 "'� o o A A 1, -4 E3 O L.. /"/" t/7 d) CO (s) c En 3 a sco . r1 \ 0 O w /��e�a *Maa��"aaa--.........-.-.:a............„„,� �:444•44441444•4446444.4,4044.144:464 :: :+a+s►: .tr.. V r7 0 D. 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SECURED LID WITH GAS TIGHT SEAL Both tanks are installed; meet code; 1 ACCESS RISER \I to be utilized in this system j I � FINISH GRADE 0 414, mi r' \ / H --I 1 ri_y L TO PUMP / ---J ( CHAMBER 1 FROM SEWAGE SOURCE FLOATING MAT APPROVED — EFFLUENT FILTER Y/b le .w SEDIMENTS Max.VS filter installed ---�_�_ / N SEPTIC TANK (TYPICAL) SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE —IMM VALVE • ,'--- ;-;-71- 6 FROM SEPTIC i111.4 q,,, L1 --lb TO DRAINFIELD TANK 15 Ij / � 1 - Min_360 GallonM • EN EMERGENCY STORAGE i ANTI SIPHON 1 VALVE * HIGH WATER ALARM LEVEL —0 Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLUME ' 'I Assembly-see pump tank detail ENCLOSED PUMP SEDIMENT SHROUD* CHECK VALVE. 18" SEDIMENTS NSUBMERSIBLE I t CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) I Tr.'WAGE DISPOSAL DESIGN 'AS NEEDED Aw:d,f{�I O•ns uction et 4i `t 1 Date Page 5 of 6; Rae; Parcel#702 132 016 filli CB Effluent Pumps Orenems® Incorporated 1-800-348-9843 100 1 . ( I ....... . .__� _ --i-. Effluent Pumps .-. 0 PEF150 - PEF, PKP Series • 1/3 h• p to l-112 hp 80 I PEF 1001 b 1 t 70 co1- 0 w 60�n ® PEE 75 W..._.__ ._ ..... 111 tU = 50 l V PEF G 40 I z To 1.— effluent pump NNs 30 ,`".— . , 23'of head i 10 PEP 3311 PKP 350 0 a j _ ; 1 * a 0 10 20 30 40 48 gPm 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1of1 4/1) 2l Pump Tank Detail r 0.27 1250 gallon pump tank; Installed Riser I "---.. ±28.5 gallons per inch 1.66 ,_j,^. .: ,l Vint 4..^:T.;1.1, tt;?i::i:;', ;,...;...jy; "rtivg: `iif•?:.r`^:X10:2 : `7:;::1 -}ti"'i'• Inlet transducer %' ±21"storage above high water `s The dimensions demonstrated in this 4.58 storage(±59gal);below inlet 113.7" illustration are examples. the requirements ,ter. 60gallon bminimum inlet(t390ga1); ✓ P q 1.74 360 :T are: 480 gallons working volume&minimum I .f. 360 gallons emergency storage above veto in the pump tank. Veto set 17.3"from the bottom of the bell ?. 4.25 The working volume shall be set at 360gpd alarm set for±17.1"from bottom of the bell; 5.27 ; with the veto set for 480gpd y' ±481.65 gal working volume • -min.480 gallons .F r0.167 t `y 1_ on set 0.4"from bottom 7 i / of the bell ^, ice: '. /, .:. 1.500 / ±18"from ;. / bottom of tank `,^. / ✓ to the bottom :$ I '� / / of the bell 4' :fie:.&s::c r. a'f'Jf.4".. ;,7:...." .",. a:d:=..C'T,P,-, tw:..4.�t.V.if:....c;=``.....:. .:>Gai:....X..,.. y_:-;.. ......:C;;::: 9.5' Orr - II SEWAGE DISPOSAL DESIGN I. �i04 ++ AD �e d I Co st uct o •f .� Date .' �.., . :� •-,i4 if SUZANNE L51�MARTIN " ++) .$ b bE .i t .. 1 A AL iNixiMm110b1PielomilliglimPLIMot.lio., EXP System Owner: Connie Rae 'R 2.17 ;r SEP13-00131; Parcel #702 132 016 Site Address: 293937 Hwy 101-Quilcene Page 2 of 6; Rae; Parcel#702 132 016 ONSITE SEWAGE DISPOSAL A SYSTEM DESIGN ®An log 47P .4# SuzannL Martin �,1� Date 30 September 2013 - r rJ eenor E%PIKES biiii5 Property Owner Connie Rae 17 January 2014 System Designer Suzanne Martin Legal Description: Section 13 Township 27N Range 2W Subdivision Name Division Block Lot(s) Tax 115-118 I. CALCULATIONS If for residential use: Number of Bedrooms: 4 x 120 G.P.D. = 480 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.80 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 6' feet Trench or bed length 100 lineal feet (sq. ft. . trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 5' Friction loss 5.5' Pump capacity should be 48 G.P.M. at 23 T.D.H. Number of doses per day 6/8 peak Dosing volume 60 gallons Pump chamber size 1250 min gallons • H:\home\pIncntAinfohlth\sewdsn page 3 of 6; Rae; Parcel#702 132 016 III. DRAINFIELD CROSS SECTION f,-' h 5 1°Odn 2 S• uzanne L N LS Martin 1 We IX%RES 21 f/15 D /1-'/ILL//g 17 January 2014 a" Dr'. Rork NATIVE SOIL A t E i IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth 24/48" inches 6" B. inches of drainrock below pipe C. 12+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. 0" inches of fill (if needed) E. Trench width 72" inches NOTES: Reserve area may require additional treatment ATTACH DETAILED DESIGN OF SYSTEM Page 6 of 6; Rae; Parcel#702 132 016 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Connie Rae Site Address or Location 293937 Highway 101-Quilcene Tax Assessors# 702 132 016 Date 30 September 2013 Designer's Name Suzanne Martin Company Name none Phone# 360-554-0224 Property Information: Number of Bedrooms 4 Maximum Daily Flow 480 Total Absorption Area Required(Sq.Ft.) 600 Trench Information: Trench Width 6' Trench Depth 24/48" Total Lineal Trench Length 100 Total Washed Drain Rock Under Lateral 6-8" TDH=15.5(23)feet Gravelless Chamber Drainfield(Yes-No) no -Residual-5' -Friction loss-5.5' Manifold. Lateral & Transport Information: --Transport line+/-1.5' Total Lateral Pipe Length 200 If --Manifold&Lateral-+/-4' Lateral Spacing 2'oc El. Difference-+/-5' Transport line Length 160 -Pump On-+/-74' p -D/F ie elevation-+/-79' Transport Line Pipe(Schedule) sch 40 Manifold& Laterals Pipe(Schedule) sch 40 Lateral Line Diameter • 1„ Manifold Line Diameter 2" Transport Line Diameter 2" Pump Information: 2'spacing-25 per lateral x Residual Lateral Headuirt S Height)Head(Squirt g ) 4=100 orifices Pump Size 48gpm(a5 23' head -100 orifices @ 0.41 gpm =41 (48 gpm) Dosing In formation: Orifice Spacing(inches)- 2'oc Total Orifices 100 Orifice Diameter • 1/8" Total Dose Volume 60 :'4� Number of Doses Per Day 6/8 0.4; Size of Pump Tank(gallons) 1000 _ .147 r Control Panel Information : :;� suzan�eMartin `��'l� •'i N tiBr i FlnV t� Exrirss:Huls Aquaworx IPC-1 Other Information: Page 1 of 6;Rae; Parcel#702 132 016 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND,WA 98368, (360) 379-4450 rt �� ;tt SOIL EVALUATION iii, w Connie Rae ' •+ PROPERTY OWNER 5102,A..sy, Suzanne L Martin I, ,jausynnmNm" ► SYSTEM DESIGNER Suzanne Martin y„-,= LEGAL DESCRIPTION: Section 13 Township 29N Range 2W Parcel it702 132 016 Subdivision Name Division Block Lot(s) tax 115-116 Date Logged: 30 September 2013 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occ r. Be sure to include depth where mottling or impermeable layers occur. \ ILA N SOIL LOG #1 SOIL LOG #2 0 to 30 in. brown fine&medium sand w/pockets of gravel 0 to 26 in.Brown fine&medium sand 30 t0 36 in.Grey mottled loam '''.--\26 to 45 in. Cobble--&gravel witty medium sand 36 to 53 in.Gravel&cobbles with fine sand 45 to 60+ in. Brown gravelly medium sand 53 to 60+ in.Brown gravelly medium sand to in. Anticipated water table n/a in. Anticipated water table Na in. Roots to 36 inches Roots to 48” inches Health Dept. Comments Health Dept. Comments SOIL LOG #3 SOIL LOG #4 0 to 37 In, Brown fine&medium sand 0 to 30 in. Brown fine&medium sand 37 to 54 in. Cobble&gravel with medium sand 30 to 52 in. Cobble&Gravel w/medium sand 54 to 60+ in. Brown gravelly medium sand 52 to 60+ in. Brown gravelly medium sand to in. to in. Anticipated water table n/a in. Anticipated water table n/a in. 5Roots to inches Roots to 35., inches Health Dept. Comments Health Dept. Comments 1 p r•-• I' 1 SOIL LOG #5 SOIL LOG #6 r 0to 23 in brown fine&medium sand t0 In. 23 to 34 in,Cobble&gravel with medium sand to in. / 34 t0 48+ in brown gravelly medium san ," to in. 91P to in. • to in. u' r Anticipated water table n/a in. ' ' — Anticipated water table in. / �a� Roots to 28 inches + a Roots to inches Health Dept. Comments4 6 Health Dept. Comments H:\INFOHLTHISOIL.FRM1/00