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HomeMy WebLinkAboutSEP2014-00014 z • n rC,C \ti Jefferson County Department of Community Development �J•� 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 `�� SEPTIC PERMIT APPLICATION < . Lynne Sweeney 'a+:+ PROPERTY OWNER /� te /'$++ MAILING ADDRESS 8 West Lee Street Seattle, WA 98119 5, 2 +,+ PHONE Suzanne LMartn ( 425 ) 891-9514 1.7.rubs cNga'• '+, FAN vivo SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 29 Township 30N Range 1E PARCEL# 953 700 412 Subdivision Name Glennan Suburban Acre Division Block 4 Lot(s) 8 Site address/Directions to site 8455 Flagler Road-Nordland,WA 98358 en I tfit /L j wO t rL. 110'4(,,� j i, SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ _ New ✓ Tank/s only Private Residential ADU Modification_ Public ✓ Commercial Expansion_ Community Upgrade, Repair SITE SIZE +/-45025sf SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPAPrve Area Yes# Alternative ✓ Redesign No I _ SYSTEM DETAILS Number of Gallons/day 360 Soil type 4 (attach soil eval.) Application Rate 0.60 gal./sq.ft./day Drainfield Length 200 ft. Trench Width 3 ft. Trench/Bed Depth 12-24 in. Septic Tank size 1000 min gal. Pump Chamber size_1000 min gal. TYPE OF Pressure Trench System 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 app is tion will be se arately ju%•ed by the rules and laws in effect at that time. C Property Owner Signature 7 Date FOR OFFICE USE ONLY PARTIAL ja `I' 1 ASBUILT CJd 43/iç/ FINAL D `�' 2`f'/5` AP ROV D INSP/PUMP TES1N-N icy PUD )� 9 s11-/ ALL HOLD REQ. MET a✓ 11 Date Z. tO 111 j Fee f t d O Rec# j 4 5-61 Z Check# 1 Z\ Case#SEP 114-cool"1 \D�c ^tents Settirus\S,za,ro Mart+^\My no ,, a^ts\"y ^l is 7ann=\mrron\Jeff.-s^n ro„nty\Ieffr^ forms\Suz\2008 SPA.DOC JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street •Port Townsend•Washington •98368 www.jeffersoncountypublichealth.org Phone 360-3db-9444 Fax 3tiU-3/9-44tf/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00014 Date Received: 02/10/14 SITE ADDRESS: 8455 FLAGLER RD Date Issued: 05/27/14 NORDLAND, WA 98358 Date Expires: 05/27/17 APPLICANT: LYNNE M SWEENEY PHONE: 8 W LEE ST SEATTLE WA 981193320 LEGAL DESCRIPTION: GLENNAN SUBURBAN ACRE BLK 4 LT 8(LS S125')LY W/RD LOT CERT AF#581174 PARCEL#: 953700412 Section: 29 Township: 30N Range: 01 E DESIGNER: SUZANNE L MARTIN PHONE: PO BOX 179 PORT HADLOCK WA 98339 SYSTEM DESCRIPTION: PRESSURIZED TRENCH No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 12 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 Envir nmental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP14-00014 1.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 2.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 3.) 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. 4.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 5.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 6.) 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. 7.) 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 8.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 9.) 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. 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.) This approval is valid only with a connection to an approved public water supply. 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. 15.) When approved Compliance with the conditions of the Site Plan Approval Advance Determination is required. SEP14-00014 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 5/27/2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING OCT 23 2014 Designer Suzanne Marting Permit # SEP 14-00014 Installer Shold Excavating (Kevin Nutting) Parcel # 953 700 412 Electrician Cascade Electric Design Flow 360gpd peak Property Owner Lynne M. Sweeney Site Address 8455 Flagler Road-Nordland Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Cotton, 1000gal, risers&tuftite outlet filter installed 9/24/14 Pump chamber (manufacturer, size) Cotton, 1000gal, riser installed, 22 gal/inch 9/24/14 Screen(s)and/or Pump Shroud (type, location) shroud in pump tank around pump 9/24/14 Were Tanks tested onsite for water tightness? Q/ No Panel Model Infiltrator Timer Model Aquaworx 9/18/14 Pump 1 — Man./Model liberty Flow Rate 33 qpm 10/9/14 Pump Location (i.e. garage, treatment unit, basement) pump in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off- 21.275 in Functions: On 1:21 sec CO Veto - 34.675 " in. Off- 240 sec'+irr hr Alarm - 34.475" in Veto On - 1:21 sec CD Storage Above High Water Alarm 539 gal. Veto Off- 180- sec gro hr Dose Counter Reading 0"dose/6 vdose # gallons/dose 45 gal. Elap. Time Meter Reading 00:07:32."" min 4 Pump Throttled? Yes / Flo Dose Drawdown (in inches) 2 in. Pump 2 — Man./Model n/a Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off- in Functions: On sec/min Veto - in Off- sec/min/hr Alarm - in Veto On - sec/min Storage Above High Water Alarm gal. Veto Off ,-.' sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes I No Dose Drawdown (in inches) in If additional pumps-complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) ID=05-08-2013; auto clear 45 sec; 39 events 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? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 2"pvc sch 40 Manifold size/schd 2"pvc sch 40 9/24/14 Orifice size 1/$ Lateral Size/schd 1" pvc sch 40 9/24/14 Barrier Material filter fabric Cover Material/Depth 0-12 9/24/14 Residual Head (lat.# & ft. Head) 8-8.5'pre-cover balancing 10/09/14 The laterals/pods were balanced es / No 10/09/14 Source/Manufacturer of Drainrock/Gravelless chambers cotton Drainrock Clean? ED/ No If no, what action taken? ok, not great Mound/Glendon Site Prep . n/a Drainfield Length 200 ft Width 3 ft Depth 12-24 inches Caps for measuring residual head stored (location) header box COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Alteration in reserve area so that the homeowners can have some additional parking and driveway Soil logs are noted on record drawing Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner mailed Date 10/13/14 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 INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) OR THAT CHANGES HAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WAC 24-6-272. 13 October 2014 5100342 X44 Designer Signature Date License# 5��0 42 �4, Tit OVUM N owes vans (1 AleC H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 System Owner: Lynne M. Sweeney SEP14-00014; Parcel #953 700 412 Site Address: 8455 Flagler Road-Nordland Pump Tank Detail 14.5"Installed Riser 2.75" from to of riser M! '.75 Inlet ±24.5"/539 gallons of storage above high water alarm `r -not including additional capacity in septic tank and tank risers t+ -±15.5"/340 gallons R storage below invert of Veto set 13.4"from the inlet of pump tank 3 bottom of the bell f' alarm set for 13.2"from bottom of the bell •t: -270 gal working volume on set 0.9"from bottom Cotton-1000 gallon pump 4? of the bell tank;22 gallons per inch -zb-09 Aquaworx IPCS01 20 t"from I bottom of tank m to the • bottom of the ^, bell " IiIllIi Y'i {`.,t•r:b`..6:..•e '...•�..R ....-:•.V{i;:•ti%.. ... LAft.v,".:.. _�::&_ .C.:VSZ:�:.«a__.. '•i:5,2'. ... so olv, 4. o•WAS %.'a$/ / lit ) OCT 2 3 2014 +,o r. SUZANNE • MARTIN ••• ++ EXP-r I / 1 0 c.....)._ _ ---- c _: , . ,, .------ --r' ° ` ' o p CU w--''"O ; I C ro CD ".- o /'� OQ °Q a / 0 I < F+ .- i`� 3 n ° —a rncri A. wN — 3 N 0 n, cne°°� H- 3c) ^) 0 m —I -0 cn � o Q n o — 7- ' 0 � ten, o A rn ? 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D -° o __ _______ _ __ sU ifsyo S co m 0 m _ x a * CC31 0 m; ��, Lll !�? 1° O a m a < v N co f/, 3 m ....4 co o o o m m � iN o � _ ro �, V' I.i 3 O Z o °' na H TI® a to m C m m m C m Z N O 00 d y 41 7 go a) CERTIFICATION OF TANK REPAIR Pea /205 COMPANY CERTIFYING: SHOLD EXCAVATING nh�o 0n C PHONE: 360-385-0480 o? %- OWNERS NAME: LYNNE SWEENEY OWNERS SITE ADDRESS: 8455 FLAGLER ROAD, NORDLAND PARCEL NUMBER#953 700412 PERMIT# SEP14-00014 I CERTIFY THAT THE 100Q GALLON SEPTIC TANK WAS REPAIRED ON 2/17/15 FOR THE ABOVE REFERENCED SITE SIGNA A /17/15 TIM JOHNSON PRINT:NAME 2/Z- 6/7/5- � h k Fo ll ) a P v e ctr5 tO 11,Ki r t 1 ,, , �cf` Check one: OCT 13 2014 INSTALLATION START NOTIFICATION DATE SENT PRESSURE/PUMP TEST INSPECTION REQUEST DATE SENT 130ctolier201i4c This form shall be faxed or emailed ONE working day prior to starting construction OR a minimum of 48 hours prior to pressure/pump test Jefferson County Public Health - Environmental Health Dept. Phone: 360-385-9444 FAX: 360-379-4487 EMAIL: septic @co.jefferson.wa.us PERMIT OWNER _Lynne Sweeney SITE LOCATION 8455 Flagler Road PARCEL NUMBER 953 700 412 SEP NUMBER 14-00014 INSTALLER _Shold Excavating(Kevin Nutting) CONTACT PHONE 385-0480 DATE FOR INSPECTION SYSTEM WILL REQUIRE PRESSURE TEST - _yes please NO *The designer is required to complete a pre-cover inspection of all systems. Please contact the designer prior to beginning construction to schedule installation inspections and pre-construction meeting if required per the permit or designs specifications. Jefferson County Staff Only:: ' 13 MONITORING AGREEMENT MAILED DATE/INITIALS I' PRESSURE TES HEDULED � V 30' ` cY.;�,-� -, \, , T` „ \ .� -i- � - t l 1 1 1 1 it S 1 I I 1 --) "A t/ (k( 1 1< „P _:) t p. • C /,A,, .--(0,\.. kA.- f -J. 1,. 7--, ti\''' , ,/ r '2-k.- Ci'\i' , .,,,(, 1)),,i li.via ,,, i i e .c----,,,-( Cvu,t,. s,- ,k ► 3i- (,s::;`.L VC/1 --'1`y�L (( F1;�»1 31 i� �� ,.r � u I C:\Users\shr\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\SEHDN6RO\Pressure test request SEP14-00014.docCreated on 10/9/2014 8:08:00 AM - 0 ______ I ____ ----- _L____ ____ ,,_- ,,,,-- / •l o� cn w n� ..., -0 co co -ornc a) a �/ = 7 S a y '3p 0 H. °- — \ �. b ,� —I •.----- p�j r� N N m r 0 w 9. 3 w I1 O . 3 a m Ft N cr �4 3 co 0 c m_ I+ ■. ►! �� \ - o ° i►}}0� ill ,1° --a- r Ci 1>)-'- <r,i pi - 10 0 °O r-- I/ tZ / A. )1' C7) GO 1 \ Z Ail P 1 S V . \ - ' ' v/ 14 -1 „\_. ....-- 9, ;104 - ,,, lir ► a d" / .,* ,,A, 4 // 1 ..,,, ...., IS � ■4 . :31 cz• 0 1 q .4 g .. / k 717, IA 1 Ikk'r‘ r A E 1 / i 0 • lo3 i . 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N A Cn m O 3 N CD _ A a N = CAD 7 CD N += b ei O Npcj N ;(] 0x G'„� y 2 m p N CD co CA m m m �N ill Di � Ow 3 0) O O Z xi m page 2 of 4;Sweeney; Tank Cross Section-Not To Scale parcel#953 700 412 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL Both tanks are installed; meet code;I ACCESS RISER to be utilized in this system FINISH GRADE ,___ ' zfr_________4/ --- — i 0 L TO PUMP / _ CHAMBER _ nr 1----"---FROM SEWAGE it SOURCE FLOATING MAT APPROVED EFFLUENT FILTER SEDIMENTS Max.1/8"filter installed _____ SEPTIC TANK SEWAGE DISPOSAL DESIGN (TYPICAL) gppr� �construction SECURED LID WITH GAS TIGHT SEAL Date THREADED UNION ACCESS RISER FINISH GRADE SERVICE VALVE" Ill- a FROM SEPTIC t 1 I —PTO DRAINFIELD TANK V — Min_270_Gallon l II EMERGENCY STORAGE ANTI SIPHON HIGH WATER ALARM LEVEL —01. VALVE NORMAL TIMER OFF LEVEL WORKING VOLUME '' A Transducer 'I Assembly ENCLOSED PUMP SEDIMENT SHROUD` CHECK VALVE* 18" G SEDIMENTS SUBMERSIBLE 1111 CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) "AS NEEDED • " Page 3 of 4;Sweeney; • Parcel#953 700 412 am Effluent Pumps OrencoemsIncorporated 1-800-348-9843 • 100 l _ 4 ii _ -1------ Effluent Pumps PEF 150 0 PEF, PKP Series 1/3 hp to 1-1/2 hp 1 80 PEF rr l• I �• -4'''' • I 70 1 43.)a w�± wuuuv...w. .:w ...w............w....awuuw4w.�..ma.:ww,�,.yww,u.-v,.w.w......i... ...ww 3 ..«. id.... 1 s 60 1 l 's r 0 PEF 751 ..., l t os in 50 l l E 3 I R �-^ £ al PEF501 l effluent Ca 40 ! ? 1Q '.' 30'of l iD 1 .• head . '�` £:- 30 .� �- 1 kiitibin_---ii 20 I { 1 1 10 4 1 1 I i 1 I I . P>{P 351?[ �PEF3:ii 0 10 21J25 gpm I 40 50 60 70 80 90 Net Discharge,gpm N0W-PC-PEF-1 Rev.5.0.©9/04 Page 1 of 1 Page 4 of 4;Sweeney; Parcel#953700412 Pressure Distribution On-Site Sewage Disposal System Work Sheet N Name of Applicant Lynne Sweeney Site Address or Location 8455 Flagler Road-Nordland "0 Tax Assessors# 953 700 412 Date 29 January 2014 oy, Designer's Name Suzanne Martin Company Name none Phone# 360-554-0224 Property Information: Number of Bedrooms 3 Maximum Daily Flow 360 360 gpd/0.60 gpd/sf=600sf Total Absorption Area Required(Sq.Ft.) 600 200sf/3'wide trenches= 200 If Trench Information: Trench Width 3' Trench Depth 12-24 Total Lineal Trench Length 200 Total Washed Drain Rock Under Lateral 6-8" Gravelless Chamber Drainfield(Yes-No) Chamber system may be T esidu (30)feet used with min 4"gravel -Residual-5' -Friction loss-4' Manifold. Lateral & Transport Information: --Transport line+1-1' Total Lateral Pipe Length 200 --Manifold&Lateral-+/-3' Lateral Spacing 6-9'oc El.Difference-+/-14' On-+/-35' Transport line Length +/-70If -D/F ie elevation-+/-49' 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: -4'spacing-15-17 per Residual Lateral Head irt u Height) S ( q 25 m 30' lateral x 3=48 orifices Pump Size gp @ 30 head -48 orifices @ 0.41 gpm= 19.68(25 gpm) Dosing Information: Orifice Spacing(inches)- 48" Total Orifices 48 Orifice Diameter • 1/8" Total Dose Volume 45 + Number of Doses Per Day 6/8 peak pa', Size of Pump Tank(gallons) 1000 o�+, tea' 1.. Control Panel Information : : Suzanne L Martin CtC@rbrougi2••• +t Aquaworx IPC-1 Other Information: Page 1 of 4;Sweeney; Parcel#953 700 412 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT FE' 1 0 2014 621 SHERIDAN ST..PORT TOWNSEND.WA 98368. (360) 379-4450 r,, SOIL EVALUATION 4:-Al •..,,r PROPERTY OWNER Lynne Sweeney 5X2 • �, . Suzanne L Martin •.!• .13MVIBMUNPA.' 1, SYSTEM DESIGNER Suzanne Martin z„-s LEGAL DESCRIPTION: Section 29 Township 30N Range 1E Parcel # 953 700 412 Subdivision Name glennan suburban acre Division Block 4 Lot(s) 8; Is 125'W o Cnty r/w Date Logged: 22 October 2013 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. A ' ., 1 SOIL LOG #1 SOIL LOG #2 0 to 6 in. Dark brown gravelly loamy sand&organic / 0 to 3 in,Dark brown gravelly loamy sand 6 to 40 in.Dark yellow brown gravelly medium sand 3 to 22 in.dark yellow brown gray.med sand 40 to 53 in.light yellow brown very gravelly medium sand 22 to 66+ in. It.yellow brown gravelly med sand 53 to 68+ in.light yellow brown gravelly medium sand 22 to 66+ in. very gray.med sand w/cobble(other side) Anticipated water table n/a in. Anticipated water table n/a in. Roots to 68 inches Roots to 60 inches Health Dept. Comments He Ith Dept. Comments 51,e/ go by .� r' 7 CJGAG-G!fl S• •G . SOIL LOG #4 0 to 2 in, Dark brown loamy sand 0 to 5 in. Dark brown loamy sand 2 to 12 in. dark yellow brown gravelly medium sand 5 to 24 in. dark yellow brown gray.med sand 12 to 65+ in. light yellow brown gravelly loamy sand with inclusions 24 to 63+ in, yellow brown ext.gray.med sand to in. of blocky silt loam and extremely gravelly med sand to in. Anticipated water table Ilia in. L Anticipated water table n/a in. I—35 i Roots to 57., inches 'r� \�UL Roots to 40” inches Health Dept. Co ment crt.attgi 1 Fleallth_Dept. Comments �•_ a i- `�'t"d ors s�� , , c �1 3 SOIL LOG #5 S IC LdF ;( ,37 5 G�;ati e 1 S F M to in. I" ' 1 �1'y`"?C to In. / " I to in. to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:UNFOHLTHISOIL.FRM1/00