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HomeMy WebLinkAboutSEP2014-00145 CABIN/ADU Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 ,;., SEPTIC PERMIT APPLICATION S R,,. Dale Goddard Family Trust (Dale Goddard Trustee) (cabin) PROPERTY OWNER s %MAILING ADDRESS 964 North Little John Way 5± -oAt, Sourtm L MarM .7#, Sequim, WA 98382 PHONE ( 360 ) 643-0646 4611e11<eb SYSTEM DESIGNER Suzanne Martin Designer Phone# 990-3304 LEGAL DESCRIPTION: Section 18 Township 29N Range 1 E PARCEL# 921 182 026 4qp Subdivision Name Goddard Short Plat Division Block Lot(s) lot 1�_' '_ 5sse ''. NO Site address/Directions to site 209 Old Oak Bay Road-Port Hadlock,WA 98339 �I ' ��,12t1114,‘ i SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE 4.,%4. Residential .1 New Tank/s only Private O Residential ADU Modification_ _ Public Commercial_ Expansion_ Community Upgrade. / Repair V .— SITE SIZE +/-61217sf SYSTEM TYPE Partial Repair-(tank) ainfeld) i/ Previous Evaluation S� Conventional ✓ Designate RAsPrve Area Yes# S -OO145 `7S S O J Alternative Redesign ✓ No SYSTEM DETAILS Number of Gallons/day 240 Soil type 3 (attach soil eval.) Application Rate 0.80 qal./sq.ft./day Drainfield Length 60 ft. Trench Width 5 ft. Trench/Bed Depth 12-30 in. Septic Tank size 1000 gal. Pump Chamber size 1000 gal. TYPE OF Pressure bed system for replacement of non-finalled SEP75-00501; Cabin (ADU) 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 attomey'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..., ,,-9 will be separately judged by the rules and laws in effect at that time. _ 4.,,, Pr perry Owner Signature Date FOR OFFICE USE ONLY ddPARTIAL �I/11//l6 l.V ASBUILTfa. ) 4/1(5 FIN °�OI� A P OVED INSP/PUMP TEST-5/%16 a o,�,, . ) f`' ALL HOLD REQ.MET ,,!"" L f CO S Date J I Z I tJ Fee (2 Co W Rec# ) S 5111p Check# I 0 I Case#SEP kir- '`A1 C.\IInr„menrs and Settings\Snz.rng Martin\My nr,..,,m,,,,r.\my �a„,„montQ 7.nne\,,,r,t,9Q\Z.,ffAnson C „*+ry\3effr” forms\Suz\2008 SPA.DOC RS<� JEFFERSON COUNTY PUBLIC HEALTH �sri_tio'o 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypublicheakh.org Nhone .ibU-385-9444 Fax 3bU-319-44t8f ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00145 Date Received: 12/16/14 Date Issued: 03/09/15 SITE ADDRESS: 209 OLD OAK BAY RD Date Expires: 06/09/15 PORT HADLOCK, WA 98339 APPLICANT: DALE H GODDARD TRUSTEE PHONE: GODDARD FAMILY TRUST 964 NO LITTLEJOHN WAY SEQUIM WA 98382 LEGAL DESCRIPTION: GODDARD SHORT PLAT LOT 1 S/EASE PARCEL#: 921182026 Section: 18 Township: 29N Range: 1E DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: PRESSURIZED BED No. of Gallons per Day: 240 Type of work: REP Drainfield Trench Septic Tank Length: 60 feet Width: 5 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 Environme tal 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.: SEP14-00145 1.) This permit was issued to repair an existing septic system. The permit must be completed within 90 days of the date of issuance. 2.) H - The existing water line that serves the ADU must be re-routed and 10' maintained from any septic system component. Verrification is required at the final pressure test. 3.) H - The drainfield must be installed a minimum of 25' from any downgradient cut 5' or more in height. 4.) H - Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking, driving, and other land disturbing activities prior to final. Two options were proposed in the design. Must be complete prior to final approval. 5.) Approval/issuance of a sewage disposal permit or installation of a septic system does not guarantee the approval of other development or a building permit on this site. Future buildings that require connection to an on-site sewage system (OSS) shall only be approved if the OSS meets the current standards and codes in effect at the time of the building application. 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.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 8.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 9.) 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. 10.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 11.) A Geology Hazard Assessment prepared by Stratum Group (recieved December 16, 2014)was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. 12.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 13.) 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. 14.) Setbacks to BOTH wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 15.) Contact designer prior to installation for staking of drainfield area. 16.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 17.) 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. SEP14-00145 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 3/9/2015 18.) 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. 19.) The revised site plan as submitted with the septic system application on March 2, 2015 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the approved site plan shall be resubmitted for review and approval by Jefferson County Department of Community Development. 20.) This approval is for the repair and maintenance of a existing septic system only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 21.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 22.) A Geology Hazard Assessment prepared by Stratum Group (recieved December 16, 2014)was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. 23.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 24.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 25.) This project was reviewed and approved as a Shoreline Exemption under JCC 18.25.560(2) 26.) 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. SEP14-00145 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 3/9/2015 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368/u? ASBUILT INSPECTION REPORT For RECORD DRAWING eois Designer Suzanne Martin Permit# SEP 14-00145 Installer Shold Excavating Parcel # 921 182 026 Electrician Cascade Electric Design Flow 240gpd (peak) Property Owner Dale H. Goddard Trustee Site Address 209 Old Oak Bay Road-Port Hadlock, WA 98339 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Cotton; baffles, tuftite outlet installed, risers installed 4/16/15 Pump chamber (manufacturer, size) Cotton; risers installed; 22 gal/inch 4/16/15 Screen(s)and/or Pump Shroud (type, location) shroud in pump chamber 4/16/15 Were Tanks tested onsite for water tightness? © No Panel Model Infiltrator Timer Model Aquaworx 4/22/15 Pump 1 — Man./Model Liberty 290 Flow Rate 16.5 PPM 4/22/15 Pump Location (i.e. garage, treatment unit, basement) pump tank Float/transducer settings Inches Timer from bottom of tank- On/off- 20.775 in. Functions: On I:56 se min Veto - 30.175 in Off 240 sec/ in hr Alarm - 29.975 in Veto On - 1:56 ()min Storage Above High Water Alarm 429 gal. Veto Off- 180 sec mi hr Dose Counter Reading Odose/6vdose "'"' # gallons/dose 30 gal, Elap. Time Meter Reading 0:16:0 mina Pump Throttled? Yes No Dose Drawdown (in inches) 1 3/8 4.5 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 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) Autoclear 1 dose; ZB-OA; 56 events ID=14-04-0119; +1-429 gallon storage below inlet&+/-625 gallons including area above inlet 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 / NTi0, Sandfilter Basin size/location n/a hp 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 4/16/15 Orifice size 1/8" Lateral Size/schd 1"pvc sch 40 4/16/15 Barrier Material filter fabric Cover Material/Depth 0-12" 4/14/15 Residual Head (lat.# & ft. Head) 6.5-7' pre cover balanced 4/22/15 The laterals/pods were balanced es / No 4/22/15 Source/Manufacturer of Drainrock/Gravelless chambers Cotton Drainrock Clean? es / No If no, what action taken? not great but passed Mound/Glendon Site Prep Drainfield Length 60 ft Width 5 ft Depth 12-24 inches Caps for measuring residual head stored (location) header manifold riser COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary .2.) existing water line has been relocated to more than 10'from drainfield; measured closest point @12.5' 3.) drainfield is installed more than 25'from any down gradient cut .4.) permanent barriers in place to protect drainfield, altered from original plan .7.) tank associated SEP75-00501 has been abandoned, see abandon certification &pump out receipt Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner mailedfMay 15 Date Tank/component Decommissioning Report Attached es / No / NA Installer Certification attached/signed ©e / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED 13Y INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) OR THAT CHANGES HAVE BEEN NOTED AND THE SYSTEM I IN COMPLIANCE WITH WAC 246-272. � 'yf`.r 1 May 2015 5100342 ;� T./++Designer ignature Date License # '� 5 � ;.• . 131St 1 f�. 1++/ EXPIRES 2/11117 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 System Owner: Dale Goddard Family Trust ���15 SEP14-00145; Parcel #921 182 026 Site Address: 209 Old Oak Bay Road-Port Hadlock, WA Pump Tank Detail 7.5"from top of riser 20.25"Installed Riser k N'.t�11Y.3,1". :,w1Li. :ti::G2:t.�r.A=4,F'zz..1::virf•'.. . c.'i Est^....� r.V J, A Mj .75 Inlet ±28.5"/627 gallons of .k .y, storage above high 53" tk water alarm 'r -not including additional '�; capacity in septic tank F. Pe and tank risers •t: li -±19.5"/429 gallons `R storage below invert of is _ Veto set 9.4"from the inlet of pump tank .1 bottom of the bell t alarm set for 9.2"from 5. � bottom of the bell !" -180 gal working volume ■• s� -%!. on set 0.9"from bottom Cotton-1000 gallon pump r,'.: of the bell 4 tank;22 gallons per inch — — -zb-OA Aquaworx IPCS01 19 t"from 1 .r. bottom of :.. tank the 1, il. bottom m of the Y ';', I bell ; .141 4! `' ow OF w�11 Air : f If de WAR7j" . .A "r t '11i of 1 / • 5100342 0•. SUZANNE LEA MARTIN 1 ✓ •.. .'« 8ti.l i1 iT- f 211/t . I• (.7)1_, Oci _ x � / :::. r+ N /, � /7,.., sis i \ ... ,,,___ ,._,....„ *ilk C-7..-i- . 4. • _ �-, 40,,.." •O _ ___ n O c 0 co 0. •v — * v* ci cz . I i `,.,,,2 a CD. N e+ n o n n, I /z/_fr_*1i1 c 2) * 4-- -.... ' IV \ s, 1 y . Apr .. (4) io:/ \\\ ., ,i . _ 40 , 4. tio,- -- 10 v SiS:: ::: :;: :;::::::: :::::::::::::-. 41. -% a, 0 A; ,,,t,,,,.. N ^ 0 Q g —1 a,- - - i' ‘ _, 4 = =N , O `� a �' ,._ # -I-. , _ 0 C- CD V_ �' Cl) 7- CD a, t e`') c-. c- -' ''. f4''i I Q n n r • — \ n X • co o0�oa c Er. O* u N A A cn 1 co to N oo A x o N 3 m ai 33 -' p �oa' `nm f� D can c 7 � N fD 3 ? w F• ra• a• asro • -o 5a IHI ril \m : �, 'o g o vco C O HS m r � �,,` aa � 7 * �`� F.6. Ad 0 ` 3 '12). 0 3 o a , rr 3 3N y '‹ a Lu ea x O N Z co < 7 7 N ^ ^C y N p 0 y Aacn c a v Z ..D WQ ap II o s O p m O, O3 •0 e O j .< a 1 .A� NZ1 � �N y GeN n p m p CZ)w ° 4 ll� �c z mv � o 2o� O �0 N mono pp m x s O g d C m o a a a .7. ...7�_ n m s page 2 of 5;Goddard; Tank Cross Section-Not To Scale parcel#921 182 026;cabin (For illustrative purposes only actual tank configuration may vary, tanks must be on list of approvetill SECURED LID WITH GAS TIGHT SEAL ACCESS RISER ° �'i' �' FINISH GRA c���f, f 5 , 7 `t y y l TO PUMP 1 CHAMBER 1 FROM SEWAGE / SOURCE FLOATING MAT APPROVED — — EFFLUENT FILTER SEDIMENTS Max.1/16"filter must �__� be installed SEPTIC TANK (TYPICAL) SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE an VALVE FROM SEPTIC ' ' I I -.�ii —No.TO DRAINFIELD TANK IL] — • 180 gallons ] EMERGENCY STORAGE= ANTI SIPHON' HIGH WATER ALARM LEVEL -- ii. VALVE 180 gallons f Aquaworx transducer NORMAL TIMER OFF LEVEL WORKING VOLUME ' —_________11, — ■im ENCLOSED PUMP SEDIMENT SHROUD' CHECK VALVE• 18" _ SEDIMENTS Ei1®i SUBMERSIBLE CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) •AS NEEDED S '.rI.ir' . DISPOSAL DESIGN Approve,/ f•r Cgs structIort • ! Date Page 3 of 5;Goddard; Parcel#921 182 026;Cabin cei Effluent Pumps °maced Systems' Incorporated 1-8Q0348-9843 100 - - Effluent Pumps �� 90 IPEF1501 PEF, PKP Series P°° -f °/S` 1/3 hp to 1-1/2 hp �� 1.,, BO PEF 1001 70 ev 60 CI PEF75 H W = 50 • y .E - - . 7� PEF 50 0 40 To I- effluent pump • - 30 25'of Ill ' • . head ` - 20 - ` 10 - PKP 3501 I PEF 33111 0 ► . 0 10118 gpm 30 40 50 60 70 80 90 Net Discharge,gpm KM-PC-PEP-1 Rev.5.0,CO 9/04 Page f of 1 Page 4 of 5;Godd,,�d; Parcel#921182026;'cabin y ' .- Pressure Distribution On-Site Sewage Disposal System Work Sheet C:-, (70 Name of Applicant Dale Goddard Site Address or Location 209 Old Oak Bay Road-Port Hadlock , Tax Assessors# 921 182 026 Date 27 February 2015 '` Designer's Name Suzanne Martin Company Name none Phone# 360-990-3304 f:'' Property Information: Number of Bedrooms 2 2 bedrooms X 0.80gpd/sf=300 sf Maximum Daily Flow 240 drainfield required/5'wide trenches Total Absorption Area Required(Sq.Ft.) 300 =60 LF 5'trench depth; 0-12"cover; Trench Information: +36"vertical separation Trench Width 5' Trench Depth 0-30" Total Lineal Trench Length 60' Total Washed Drain Rock Under Lateral 6-8" Gravelless Chamber Drainfield(Yes-No) no TDH=17(25)feet -Residual-5' -Friction loss-6' Manifold. Lateral & Transport Information: --Transport line+/-1' Total Lateral Pipe Length 120 --Manifold&Lateral-+/-5' Lateral Spacing 2'oc El. Difference-+/-6' Transport line Length 20 -Pump elevation P � -D/F ie elevation-+/-88' 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-5 per lateral x Residual Lateral Head(Squirt Height) 5' 6=30 orifices Pump Size 18gpm©25'head -28 orifices @ 0.41 gpm =12.3(18 gpm) Dosing Information: Orifice Spacing(inches)- 48" Total Orifices 30 Orifice Diameter 1/8" Total Dose Volume 30 :0 Number of Doses Per Day 6/8 / �'y Size of Pump Tank(gallons) 1000 ) 2 ti Control Panel Information . zan . Sune L Martin Aquaworx IPC-1 mounted on side of home Other Information: Page Par 5 of 5; G1, ocel#921 82d d0a2r6d N ^M i r g?;+ t� ‘‘‘%;,.`�' ' 4/' ` r N ‘k.• ' .t,W �a o• f �(Jf � 1 O m c m a _a m � C co o m a CI) "E". co a) = U N N U .. 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Suzanne Martin !Q .y s.m *, , SYSTEM DESIGNER Suzanne L Martm .. 1, lib i ,y1... t, LEGAL DESCRIPTION: Section 18 Township 29N Range 1E Parcel it 921 182 026 exp 2/11/15 Subdivision Name Goddard Short Plat Division Block Lot(s) 1 Date Logged: 9 November 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 5 �� 6F. Fly'�9dAcUnsia/ZSOIL LOG 6 0-14" Dark brown gravelly loamy medium sand 0-6/10"Dark brown gravelly medium sandy loam / g y y 6-30"Yellow brown gravelly medium sand `Z`t5 14-45"Yellow brown gravelly medium sand 30-72+"Yellow brown gravelly coarse sand 2`J 45-74+"yellow brown ravelly coarse sand drainfield @ 4"on west portion of test pit � CgMarj' A/1 52" dme.D4 Grs 5 c Sr AN*Anticipated water table n/a in. Anticipated water table nisi i • Roots to 24 inches Roots to 48 inches Health Dept. Comments Health Dept. Comments SOIL LOG 7 0-6"Dark brown gravelly medium sandy loam 0-14"Dark brown gravelly loamy medium sand 6-31"Yellow brown gravelly loamy medium sand 14-74+"Yellow brown gravelly medium-coarse 31-48+"Yellow brown gravelly medium sand sand electrical wires to cabin in this test pit 24"fill on the East side Af9112- t C A>v\--lt cfq (1 some pockets of mottled soils @65 401LO+ bilYi s -P (90'1 . Anticipated water table n/a in. Anticipated water table n/a in. Roots to 50 inches Roots to 32" inches Health Dept. Comments Health Dept. Comments Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:UNFOHLTH\SOIL.FRM1/00 t\\ Y Intention of Perm The purposed of this Te A� tend to cave in and are c -11 excavator on site in ordE --'t/ i directly after evaluation. A.\.)..(91)45?\ \ )V- .clo% el el: ±70' a el: ± el' ±80' e _lir el: ±90' _ „•, • - ` 'P��posed mo•iffiic. ion �.�►��' �����j��w�:���►����•��� ►a�. f. vo p detail s -e it ex. s •tic t�, '; em 'Y •<, % • \ ..- \r__ _ _ ~, e . d-box; in ••od conditi:**":� • area of sump; ±5-6', .;, Geotechinal report e .dr i\ ld; forthcoming _ -- i :d I 7 �� -�'`— to achieve -t c'?, ��� �/' 5,0 ;• 2�b ex. 3 be om - fro� .u • s p SL-3 2�0°�� '- sin• a fa see detail ee '*`�c 0,...,�� resld-nce 3 1 .1+ to septic tank 0' •0��, "— to be eco missioned 7 -Sol ED 4 ex. •\` garage/ �:• 50 shop-not / \�►-4AV4!k!1.k .�• •lumbed N88°40'46"E 50.08' ti��. ' �� ■ °sA��♦�♦ ������,ice ex. well; as �i8�4i• 4.* '� , limits \\ \\N--,,,per survey S s���+ =**-;. \ shoreline ji i cabin e converted k,,i �• to ■ stora e facility, lumbing \ _ \ --- atures to be re oved; building department inspection may be required / \ __\ \\' , N'`',, ,--"/ 451... I N \ 1)2_"\., ----------- p 1 : plIAA 1 4 gig-- (L) pill, , 1/