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HomeMy WebLinkAboutSEP2010-00075 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER John Bird & Cathy Vance lik . MAILING ADDRESS 1502 Quail Run Road :, -.,,,,Fit1 Pfugerville, TX 78660 ' d ,'sN11, 510 1 *.i �� Suzanne L Martin 11 PHONE ( 512 ) 990-0333 •Lrc usrArs•GNE:a' 11 EXPIRES vltli, SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 4 Township 28N Range 1W PARCEL# 801 045 023 Subdivision Name Lofall Heights Large Lot Division Block Lot(s) 3 Site address/Directions to site 235 Brothers Road-Chimacum,WA SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential I New Tanks only Private ' Residential ADU I Modification_ — Public ✓ Commercial Expansion_ _ Community Upgrade • SYSTEM TYPE Repair SITE SIZE +/-4.8acre Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate R✓Prve Area Yes# SEP10-00075 Alternative ./ Redesign No SYSTEM DETAILS Number of Gallons/day 480 Soil type 4 (attach soil eval.) Application Rate 0.60 gal./sq.ft./day Drainfield Length v ft. Trench Width "rill§ Trench/Bed Depth 1.25'mound in. Septic Tank size 1000 min gal. Pump Chamber size 1000 min gal. TYPE OF •Re-design to 480gpd; Mound System--1-6-24A-E4,43- 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 sh requires prior notice. Inspections shall occur during regular business,hours. Initial here if you require notification before entry eVAppeal-A person aggrieved of a decision of the Health Officer may appeal. App Is 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 sepacttrat ly judged y the rules and laws in effect at that time. ,4 , i / 1 .„ \-').")'. „,,,,,,, l Prope rty O ne Signature D to FO OFFICE USE ONLY RAN,Let ' JO”( /i ( PARTIA $( i 7/lI ASBUILT I Z`l,05— .D FINAL)Z i s- D A VED INSP/PUMP TEST;.2/57I 5- V7..,\ \,'VS- ALL HOLD REQ. MET , I Date �� Fee 115,111) )5,I� Rec#01'111U Check# ( "l Case#SEP Set 10'7'S r.\D� t,„ tG n,a cart. 7�\c„, nno Mar*j \My ■(,f-„mo„ts\my .anr,„mont-s Zan.,@\mht,2o\Saffers,,, rr,,,ni-y\Teffro forms\Suz\2008 SPA.DOC SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP10-00075 Date Received: 06/16/10 SITE ADDRESS: 235 BROTHERS RD Date Issued: 09/15/10 CHIMACUM, WA 98325 Revised Date: 02/16/11 Date Expires: 09/15/13 APPLICANT: JOHN L BIRD PHONE: 512-990-0333 CATHERINE E VANCE 1502 QUAIL RUN RD PFLUGERVILLE TX 78660-4385 SUBDIVISION: LOFALL HEIGHTS LARGE LOT BLOCK: LOT: 3 PARCEL#: 801045023 Section: 4 Township: 28N Range: 01 W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 MILLER BAY WATER CO PO BOX 125 CHIMACUM WA 98325 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON 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 systemscodified 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. fie' Jefferson County Environ ental Health Specialist The property owner is responsible for the accurate location of all pro erty 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 UDE Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 170-MOUND No. of Gallons per Day: 480 Drainfield Trench Septic Tank Length: 64 feet Width: 8 feet Depth: 0 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL - PERMIT NO.: SEP10-00075 1.) EXISTING WATER LINE. MUST MAINTAIN 10' SETBACK. LOCATE PRIOR 2.) Dry season installation required. 3.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 4.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 5.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 6.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 7.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 8.) 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. 9.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 10.) 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. 11.) 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. 12.) 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. 2 of 3 I:\F_SEP_PermitRedesign.rpt 11/22/19 13.) 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. 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. 3 of 3 I:\F_SEP_PermitRedesign.rpt 11/22/19 en JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ' ASBUILT INSPECTION REPORT For RECORD DRAWIpG ,j' % 4?r fps Designer Suzanne Martin Permit # SEP 10-1,'0 �C, Installer Dick Shold Parcel # 801 045 023 �d/, "Z) Electrician Cascade & Pete Electric Design Flow 480 peak y0,4, Property Owner John Bird & Cathy Vance Site Address 235 Brothers Road-Chimacum, WA 98325 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1000 gal. Cotton; tuftite filter; baffles& risers installed 8/26/11 Pump chamber (manufacturer, size) 1500 gallon Cotton shroud; 29 gallon/inch; 8/26/11 riser installed; transducer Screen(s)and/or Pump Shroud (type, location) shroud around pump in pump tank 8/26/11 Were Tanks tested onsite for water tightness? 0e / No Panel Model Infiltrator Timer Model Aquaworxrx8/26/11 � Pump 1 — Man./Model Orenco pf500511 Flow Rate 5 ,qpm 12/7/15 Pump Location (i.e. garage, treatment unit, basement) pump in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off - 25;' in. Functions: On 1 sec mi Veto - 37.7 in. Off 120 jS; sec/ in hr Alarm - 37.5 in. Veto On - 1 sec/e Storage Above High Water Alarm 400/690 gal. Veto Off- 2.6 / }sec/ in hr Dose Counter Reading `dose/; lvdose # gallons/dose 30 gal. Elap. Time Meter Reading 00:07:44 min rs Pump Throttled? Yes 0 Dose Drawdown (in inches) , _j i To 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) zb-07; autoclear 2 dose; ID=11-0-0623 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? 0 / 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" pvc sch 40 Manifold size/schd 1.25" pvc sch 40 8/26/11 Orifice size 1/8" Lateral Size/schd 1.25" pvc sch 40 8/26/11 Barrier Material filter fabric Cover Material/Depth mound as per plan 8/26/11 Residual Head (lat.# & ft. Head) 82-84 (bed no adjustment valves) 12/07/15 The laterals/pods were balanced es / No Source/Manufacturer of Drainrock/Gravelless chambers shold gravel-see notes Drainrock Clean? / No If no, what action taken? Mound/Glendon Site Prep yes, inspected 8/8/11 Drainfield Length 91 ft Width 31 ft Depth mound inches Caps for measuring residual head stored (location) manifold clean-out COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary The gravel appeared dirty. A 'jar'test was conducted, this test .found that although not the cleanest gravel the fines of the gravel is at acceptable level. Concerns the county had about location of the transport line: the previous transport line was going under the •home and was installed outside of the home footprint and located with compass and tape measure by designer. Health Department Inspection issues resolved 0/ No / NA If yes how? tested gravel Users Manual Provided to Homeowner mailed 10December2015 Date Tank/component Decommissioning Report Attached Yes / No /0 Installer Certification attached/signed Yes / 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 DESICINED AND APPROVED by JEFFERSON COUNTY (DATE) OR THAT Cq(ANGES }PAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE win( WAC 246-2 72. At41, 8 December 2015 51003420,4 Desi ner Signature Date License # a 42 •.' g g „suzan� L Martin •.�# `•L'iCti tinvt7 NCR.:. 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O Lma 2, dwt (0m mem '0c3. > = m m m,1) E I aSP cco@U E00<EE-m.§ o. U 2 rnw PiC v 'C n, Ea) a ruc + 3s ^ o E mx C 0 .- 3 Co E N co C M m N'o O V l! (p a1OD 0) m f ( _0 W a L l Q C OU a) o W W a. a < o 6*'-•.vo (,) 0 c a) 0. 0. 3 0 0 0 Q axi a 0 C +I N a) D u) Y U) ° (0 0m E0. 0 o Oo a r _0 - c 0 E a) • m o c m `u0 •E3 +I 0 c 0 D 0 a m O m O L U C a )+J 'O O d O L C N to •'••' C O C o).� .(1) -- O C N N > E O O--Q J a) L O a) C O 0 0 OI 0 O a) C T 4) 0- m -p a) U N C w i C a) tti \ D J . Q) • 1 (0 ...... ......._._.... .. ...._..._.___.__.__....._ .\ �,� a) W . J +I • I 1 JQ. t — - o c/3...I a c 0 ,1.6 0 ASCE k E C co (CS 13 g - ' O a ' ., cu O 14-41-14' .�'% i`t o \ C') all c —I O aXi co \ J I\ 2 \ - ..:\..., .._. ..\......,, 5 ✓✓ >✓ >• .. O ✓/ ✓� •d a) a) ✓/ z • •\ i / ✓ 0. C O N a) a) C C a) co O m "00 u N •D O Q N 0 0. 0 L Q page 3 of 8;Vance&Bird Parcel#801 045 023 III. DRAINFIELD CROSS SECTION 41`'1 ?ll / 1 Nlll / �� faZ Suzanne L Martin •3111 D FILL / January 2011 .1" Dr..:.. Reck NATIVE SOIL A B F E 1 IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth mound inches B. 6" inches of drainrock below pipe C. 18+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. 4.25 inches of fill (if needed) E. Trench width mound inches NOTES: Mound system 31 x 91'mound with 7.5'x 64'bed. Pressure distribution system to be controlled by Aquaworx controller. Reserve area may require additional treatment ATTACH DETAILED DESIGN OF SYSTEM Page 2 of 8;Bird&Vance; Parcel#801 045 023 ONSITE SEWAGE DISPOSAL �s,��, SYSTEM DESIGN ' !':I 'ITh kt`' 4 :sTI ^� 510 42 •.)^II 17 December 2010 SuzanneLMartin II Date "urcus>:an�wik". 1 FJPIHES 21111, - Property Owner John Bird &Cathy Vance January 2011 System Designer Suzanne Martin Legal Description: Section 4 Township 28N Range 1W Subdivision Name Lofall Heights Large Lot Division Block Lot(s) 3 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 0.60 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 800 square feet (total G.P.D. ;-G.P.D./ft. squared) Trench or bed width 31 feet Trench or bed length 91 lineal feet (sq. ft. _trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 15 Friction loss 3 Pump capacity should be 28 G.P.M. at 30 T.D.H. Number of doses per day 9/12 peak Dosing volume 40 gallons Pump chamber size 1250 min gallons H:\home\pIncntr\infohlttAsewdsn Page 5 of 8;Bird&Vance; Parcel#801 045 023 4111111%:# cm Effluent Pumps, Orenco Systems* Incorporated 1-800-348-9843 100 ; , ,,.: ! Effluent Pumps PEF 150 PEF, PKP Series 90 — 1/3 hp to 1-1/2 hp , , , 80 PEF1 001 ! 70 *xi i 43 i ID I too. ---= 60 • = ci PEF 75 1— OS (1.1 = 50 w , g , - : - _i- _ co C PEF 50 40 > Ts effluent pump 30'of /----- II head i 1 20 1 - ._ 10 , I : PKP 350 PEF 3311 0 1 i i 1 ' 1 0 10 20 30 40 gpm 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 Page 4 of 8;Bird&Vance; Tank Cross Section - Not To Scale parcel#801 045 023 (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 1 _ ____,----7,),/ \ ; �I FINISH GRADE r, / �� l _� TO PUMP I L — CHAMBER FROM SEWAGE if ri SOURCE FLOATING MAT f� APPROVED EFFLUENT FILTER tSI.Cj\A SEDIMENTS O/c.v _S r ,o),_ � \ SPo\le• ;°C O� KV D"Ce SEPTIC TANK (TYPICAL) SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE VALVE* 7 IL FROM SEPTIC LI , a ---o-TO DRAINFIELD TANK11.3 d r% N — � Min 360 Gallon t • I • I t EMERGENCY STORAGE ANTI SIPHON VALVE HIGH WATER ALARM LEVEL —♦ Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLUME fi,ul Assembly ENCLOSED PUMP SEDIMENT SHROUD* �� CHECK VALVE * 18" --r ■ SEDIMENTS ( i;i i SUBMERSIBLE CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) • *AS NEEDED rlirprtiniof slope n 03 u`y��� AL)to g L� ? (D �e r .. N �i 6. 7 O 0. 't� f�oad y l 3 a m 3:5 ot 1 uoion.r suo3 ao� �a dy9 ro �: r► N IS3Q IVSOdSIU DVM3S ( .' cu IN = Q O m o2. iktitql .1., \ ,. 4 CA c4 Ioir m a S C �' it. pp10 • N o cn moi- 14 girth.... Oktliti* • co �/ � ifibi,"it:a to ; cn •, o ain ri3L// cD IlliAl;iiii lot E. • F*AN '441041Orit { 11111 cn (�11.+77 it • c7). _ CD (DO N // t�- l f fl' 'moi ( _ ,_ ._. N C� O Q 7 7. o a. P. 1 1 a ,... to v <-0 CD -10 m (D a S p y � s � �, � o � m m. CDOmn.� o m = C o Wo Cr 13 0 wm - m C.,,) CD c,, n I3. n Itw go ono • CD v n CL �'< W A m m 8Z0 9t0 1.08#le3Jed !eauen'8 p�18 !Bin 8 abed Page 7 of 8; Bird&Vance; Parcel#801 045 023 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant John Bird &Cathy Vance Site Address or Location 235 Brothers Road-Chimacum,WA Tax Assessors# 801 045 023 Date 19 April 2010 Designer's Name Suzanne Martin Company Name n/a Phone# 360-554-0224 Property In formation: Number of Bedrooms 4 Maximum Daily Flow 480 Total Absorption Area Required(Sq.Ft.) 800 4. om+ Trench Information. i Suzanne L Martin Trench Width 7 5 crus bnV r u R' Trench Depth 9"gravel Total Lineal Trench Length 48 Total Washed Drain Rock Under Lateral 6" TDH=27.5(30)feet Gravelless Chamber Drainfield(Yes-No) no -Residual-5' -Friction loss-2.5' Manifold. Lateral & Transport In formation: --Transport line+/-1.5' Total Lateral Pipe Length 130 --Manifold&Lateral-+/-1.0' Lateral Spacing 2'oc El. Difference-+/-20' Transport line Length . +/-225lf -Pump On-+/-505' -D/F ie elevation-+/-525" Transport Line Pipe (Schedule) sch 40 Manifold& Laterals Pipe(Schedule) sch 40 Lateral Line Diameter • 1.25" Manifold Line Diameter 2" Transport Line Diameter 2" -1.5'spacing-43 per lateral x 2=86 orifices -86 orifices @ 0.41 gpm= Pump Information: 35.26(40 gpm) Residual Lateral Head(Squirt Height) 5' Pump Size 40gpmt6,30'head Dosing Information: Orifice Spacing(inches)- 1.5' Total Orifices 86 Orifice Diameter • 1/8" Total Dose Volume 40 Number of Doses Per Day 9/12 peak Size of Pump Tank(gallons) 1250 mi Control Panel Information : Aquaworx IPC-1 Other Information: Page 6 of 8; Vance Parcel #801045023 Mound system calculations for Parcel #801 045 023 Size of the infliltration area -infiltration rate of medium sand= 1.0 gal/ft2/day -infiltrative surface area(bed)=480 gal/day 1.0 gal/ft2/day =480 ft2 System configuration -bed width(A) 7.5' + -bed length(B) 480 ft2/7.5' t (B) =64feet Filter media height -depth of filter media Upslope edge (D) =2 feet -Downslope edge (E) =2.32 feet -bed depth(F) =0.75 feet(1.25"pvc sch 40) -cap &topsoil -Unsettled depth at center of bed(H) = 18 inches -Unsettled depth @ edges of bed (G) = 12 inches Filter Media Length& Width -End slope (K)= (2+2.32/2) + 0.75 + 1.5=4.41 x 3 = 13.32' -filter media length(L)= 64 + (2 x 13.32)= 90.64' (91') -Filter media width -Upslope width(J) = (2 + 0.75 + 1)x 3 x 1 = 11.25' -Downslope width(I) = (2.32 + 0.75 + 1) 3 x 1 = 12.21' -Filter media width(W) = 11.25 + 12.21 + 7.5 =30.96' (31') Check Basal Area -required basal area=480/0.60= 800 ft2 -available basal area=64' x(7.5' x 12.21 ) = 5860.80ft2 Bed is 7.5' x 64' Mound system is 31' x 91' Mound Media Specification Sieve Particle size Percent Passing 3/8 inch 9.50 mm 100 No. 4 4.75 mm 95-100 No. 8 2.36 mm 80-100 No. 16 1.18 mm 45-85 No. 30 0.60 mm 3-15 No. 50 0.30 mm 3-15 No. 100 0.15 mm 0-4 n' Page 1 of 8;Bird&Vance; Parcel#801 045 023 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND,WA 98368, (360) 379-4450 SOIL EVALUATION pi PROPERTY OWNER John Bird &Cathy Vance w m4 Suzanne Martin .."�,'^: 5, 2 ',It SYSTEM DESIGNER a art Suzanne l Martin � acrmtlsmcuga• +e ...RES z,,,/„ LEGAL DESCRIPTION: Section 4 Township 28N Range 1W Parcel # 801045023 Subdivision Name Lofall Heights Large Lot Division Block Lot(s) 3 Date Logged: 6 March 2010 Logged By: S. 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 to 6 in. Dark brown gravelly sandy loam 0 to 5 in.Dark brown gravelly sandy loam 6 to 24" in.Light brown gravelly loam /() 5 to 9 in. Brown gravelly sandy loam to 24+ in.Dense&mottled soil 1 (/ 9 to 25 in. Light brown gravelly loam to in. to in. Anticipated water table 20 in. rAl/ Anticipated water table 22 in. Roots to 24" inches Roots to 25" inches Health Dept. Comments Health Dept. Comments w1, 07‘71' OfC d3 old 94 A SOIL LOG #3 SOIL LOG #4 0 to 10 in. Dark brown gravelly sandy loam 0 to 16 in. Dark brown gravelly loam 10 to 20 in. light brown gravelly loam to 16+ in. mottled and dense soil 20+ to in. dense&mottled soil to in. to in. to in. Anticipated water table 18 in. Anticipated water table 16 in. Roots to 22 inches Roots to 22 inches Healthm kart- Dept. Commen Z Health Dept. C mments l /�' Z o - ri l)- 4 two SOIL LOG #5 SOIL LOG #6 to in. to in. to in. to in. to in. `` to in. to in. 1✓ to in. v. Anticipated water table in. Anticipated water table in. Roots to inches \\i" % Roots to inches Health Dept. Comments Health Dept. Comments H:\INFOHLTH\SOIL.FRM 1/00