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HomeMy WebLinkAboutSEP2014-00069 rr t� UN 2 'S 2014 ':' •'•. ar,•Jefferson County Deparhnent of Community Development . 621 Sheridan St,Port Townsend WA 98368,(360)379-4450 ;1 0Y r SEPTIC PERMIT APPLICATION ` '` ' k `r't _ M 1• PROPERTY OWNER ,E' : 1 SC MAILING ADDRESS Z s^ ,-.,►C . E ICSEN•`•t) 1✓1 PHONE ( Slob . ) 3 7R - R6 IG -s02111 - o-14 SYSTEM DESIGNER ER 1 C S E AJ DF_S t Designer Phone# 36O- 3e LEGAL DESCRIPTION: Section 2 Townshipaaq Al Range t%AI PARCEL# ?O I O O42. Subdivision Name C—Lbt)QQ t-1 (AO LOT SUB. Division Block Lot(s) .2 1�U 4 Y .20 Site address/Directions to site /?:4E-c weeks SOUTN`PCrR T L4t+t l MA-LA T `F �t SOURCE OF SEWAGE/USE TYPE OF WORK � Pi€`Q-- . WATER SOURCE Residential )4 New Tanks only Private lCt Residential ADU Modification Public Commercial Expansion Community Upgrade a r SITE SIZE 5. DES SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# So t 1.q8-9. J..2-1 Alternative 1Q Redesign x No 144 - SYSTEM DETAILS Number of Gallons/day 310 Soil type 4 (attach soil eval.) Application Rate .G gal/stilt/day Drainfield Length 48 ft. Trench Width T 5 ft Trench/Bed Depth q in. Septic Tank size E I/40 gal_ Pump Chamber size t1C It f0 TYPE of o f system M no to -0 -R E PL ACE MT;m T 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 maters fact made by the appficantlowner 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 • ission to build a permanent residence or other structure on this parcel. Any future application w0,•arate judged by the rules and laws in effect at that time. )' ' % Z 3 t A Property • Signature Date -�/ FOR OFACEUSE ONLY I 1 1 l (/ r" .r� ;:.l �: . 1-1lI'� Fl 1`?119 V ��L( PARTIAL U ASBUtLT I 7 � APPROVED 1`/ �t1kbkk� iNSP/PUMP TES, ' I I 1 ALL.HOLD REQ.MET Date Ceig i 114 Fee 1 Lt' to Rec# (51 3-55- Checks g Q Case ft SEP H:\WEB\PDFs\Septic\septic_permitapp_2008.DOC JEFFERSON COUNTY PUBLIC HEALTH 7t;vYt ii'. 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypublichealth.org rnone 3b0-385-9444 t-ax 3bU-3/9-446/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00069 Date Received: 05/27/14 Date Issued: 07/24/14 SITE ADDRESS: 222 AERIE LN Date Expires: 10/24/14 PORT TOWNSEND, WA 98368 APPLICANT: ALBERT D SCALF PHONE: CHERI L SCALF 222 AERIE LN PORT TOWNSEND WA 983688713 LEGAL DESCRIPTION: CLOUGH LARGE LOT SUBDIVISION LOT 2 SUBJ/OPEN SPACE EASEMENT PARCEL#: 901085002 Section: 8 Township: 29N Range: 1W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: MOUND No. of Gallons per Day: 360 Type of work: REP Drainfield Trench Septic Tank Length: 48 feet Width:?.% feet Depth: inches Size: 1,150 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-S. e Sewage Systems, codified in JCC 8.15 as amended. This permit may not be renewed. l 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.: SEP14-00069 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.) Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 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 correct a violation of WAC 246-272A. The permit must be completed within 90 days of the date of issuance. 5.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THATA 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.) HIGHLY RECOMMEND REMOVAL OF LARGE MAPLES ABOVE AND TO THE NORTH WITHIN 15' OF MOUND BED. THESE TREES ARE KNOWN TO HAVE INVASIVE ROOT SYSTEMS WITH MOUNDS. 7.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 8.) 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. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 11.) 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. 12.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 13.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 14.) Dry season installation required. 15.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch or swale. 16.) Drainlines are to be installed along the natural contours. 17.) Contact designer prior to installation for staking of drainfield area. 18.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. SEP14-00069 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 7/24/2014 19.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to high water table. EXISTING TANKS TO BE TESTED FOR WATERTIGHTNESS. 20.) Pump chamber shall be water tight and a minimum capacity of 1000 GALLONS and a riser to grade.. 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, elapsed time meter, provide a timed dose. It shall be UL listed and meet L&I requirements. 21.) A screened pump vault shall be provided per the design. 22.) 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. 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.) 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. 25.) 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. SEP14-00069 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 7/24/2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA Sl e ASBUILT INSPECTION REPORT For RECORD DRAWING Designer t- SE k) S t lU Permit# SEP 14-Iq installer Lie0.ver(Ta ('Ov 3ohn\&± 04s) Parcel# q®( a460 Electrician N/A �^ Design Flow .(00 6-PD Property Owner AI bex+ C•h de., (- • Site Address a a�- e-Y l4'_- Lc „ (kt J ou)rl. Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) E X ISfi✓1C� °) • Pump chamber(manufacturer, size) i` Screen(s)and/or Pump Shroud (type, location) n itA- I bd k. 4 t ' iki It-4-1q £e + ca Ttn.k Orenco ES 1560 s c..ireen A 'Kt rv-T Tan k Were Tanks tested onsite for water tightness? Yes i N�a Panel Model Oven Co 051 31-I'T Timer Model P m bits II- Pump 1 — Man./Model Orenco PF ti.1 40-13 Flow Rate 45 °Pm i` `i Pump Location(i.e. garage, treatment unit, basement) ?um.? T4)1 k Float/transducer settings Inches Timer from bottom of tank- On/off- �j 34? in. Functions: On I se in Veto- in. Off- 1. sec/mi Alarm - %+ in. Veto On- sec/min Storage Above High Water Alarm .g® gal. Veto Off- sec/min/hr Dose Counter Reading 114t 5 #gallons/dose 45' gal. Elap. Time Meter Reading 4 0 901 mi hr Pump Throttled? Ye /No Dose Drawdown (in inches) .L yse in. b01.1,1 \I/110 S On Pi Oujik tun 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 minihrs Pump Throttled? Yes/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) Ft:tWEBIONSITEU4sbuift_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 - Sand Fill met design spec? Yes/No ATU (manufacturer; model) Alarm tested Yes/No Disinfection Unit(manufacturer, type, model) Independent Alarm Yes /No Drainfield It /P Transport Pipe size, schd, diameter c SCf4 46) Manifold size/schd SC* 40 //-tt'I Z Orifice size 18 Lateral Size/schd I " " „ `+ Barrier Material ieo+e-y.41:le Cover Material/Depth I Residual Head (lat.#&ft, Head) '71 Co &b01FE. I it.Thy-e.4lr .P,k CcyS `+ The laterals/pods were balanced Ye I No vt `,, Source/Manufacturer of Drainrock/Graveiless chambers S h 6 i d-.C.193`3 DR, j�►i IGS-C63 Drainrock Clean? Ye. / No If no, what action taken? Mound/Glendon Site Prep Pio toed. \k1c i 2+ar Drainfield Length 48 . ft Width 7 Cz ft Depth inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation)Attach additional sheet(s) if necessary MO U n a UJ&S (/1�fttik iA}�li�� CieS6vi r Lii zs not o-C S-hzte-, Hawke_ axon tr us)∎+Huss . all & w 5 o F �r +'U r ion ," Inc lone_"sand. -from 5hoicc u se..d- in -} is a e.. o-c Health Department Inspection issues resolved Yes/No/lam' If yes how? Users Manual Provided to Homeowner AI belt Cheri tC Date IN 6-IL/ Tank/component Decommissioning Report Attached Yes I No I el Installer Certification attached/signed 0/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFORMATION 'ROVIDED ABOVE WAS VERIFIED SY INSii'ECTION, TIfE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEt-rtRSON COUNTY 1-a*-I- (DATE) Olt TlIAT CffANqES IEAVi=SEEN NOTED AND THE SYSTE IS IN COMPLIANCE WITH WAC 246-272. 1. $ems "-love" C®1'4'1 Designer Signature Date License# H:IWEBIONSITEiAsbuilt_Report Form.doC 04/28/1Opage 2 of 2 . T t, l ©t . /FILE NAME 1 ALBERT&CHERI SCALF.TRV SCALE DATE DRAWN BY 20 Ft/In 11-4-2014 Bemt Ericsen JOB REVISION SHEET 901085002 1/1 1/1 / This map drawn with TRAVERSE PC,Software Existing 0 20' Pump Tank =�M m 14' °E-Existing i'0� O Panel Lu A 1,> Measurements: ��,r Sr A to C=64'6" AtoD=50'6" "New"2" .- Existing 2"Transport Line Transport Pump Tank Line 76.44' ID "New Mound" `� 48' _. . C 0 _o iv • 57'to Existing Drainage —.- "Dry"6-17- 14 co SLOPE 13% t Existing 2"Transport Line ,, from Pump Tank Existing Mound(Failed ) u " eg Y4C-br oiti s r 4I„," °r + , ` r s t : p. BERNT 510,126,t... AUL ERICSEN'.�/�4 ,,,, ti..G, b'bE ,,,cNER.. tt i.r.;i. ,e 11 ale_ .1 d4 . , 'O V 7 7 21,/6 a a al C " o'- T C ' w I CCtr � C W T O O T a CO = Q C t CU - O ■co . . Da \Mc c ' o o < 96'8 > 11 < > / 99.82 C ai • (1 c co ww co L - i a) W / L W o a) U C > V Ci ro u) T a ?j O co w Lt W 00 N Z a)U C _ Cu Q W N — s as .Z .Z ,Z _ C rn U) I— ' > 3 -p O 7 T o CD N s 0 co W o C O Y m C = - CI. o co _ U J Q J •C N us O = 4. R! U)c W N E O a) ti += N (V �! Q I- O m u) U i C II) H x C � Q° ,09 . > ZWJ a0 W P. co c-a J m Q m o 0 m °- ° a w °m U it 1 x r V ; _ J� - - J NCO t O di N O r''-'' C Y ,/ () co C ZH � d - w=p 0 N > a) J 07 41.0 a) -o--4.(i) co M .`' ,u� ftL N L- .ZZ.6£ '4 sikv,.. , t' **,,7) ; $r. 7 is c' A ,..),;•.. ILL•�•0 -• `�\.-I : / ? �A�`l1I Gev ,5", A/& ��,� a/,i. CUSTOMER DATE [(- `( - ( PROJECT PROJECT NO. SOURCE S PIT NO. MATERIAL Building Sand SPECIFICATIM WSDOT Class 2/ASTM C-33 COMMENTS SAMPLE WT. (a 7 • I PREPARER A Le,. SIEVE RETAINED YIIT %RETAINED %PASSING SPECIFICATION 3/8" a 100 #4 0- g 4. 4 95-100 #8 g 3.• 80-100 #16 2.Z b '. 11• y 6c 50-80 #30 - 3 .} S`•41 `( 3+ �. 25-60 #50 cio,"t.7 P 3. 3 t t.'C 10-30 #100 (a S Q• 42 Z. z. it 2-10 #200 (0:7'3. .Z R.t, 3 a --7 0-2.5 FM Z. 2,3 3 Nov 01 14 11:17a Ericsen Design 360-379-5344 p.1 . j &-N\\C-...' INSTALLATION START NOTIFICATION DATE SENT , 40k .e .., PRESSURE TEST NOTIFICATION DATE SENT 11 -I - 14 This form shall be faxed or emailed ONE working day prior to starting construction Jefferson County Public Health-Environmental Health Dept. _ Phone: 360-385-9444 FAX: 360-379-4487 EMAIL: septic@co.jefferson.wa.us PERMIT OWNER ct bt S CAL i-e SITE LOCATION 2.2.42_ A e,r Ile- Lit PARCEL NUMBER CI 451 0 25 0 0 c2— SEP NUMBER 14 - INSTALLER C.1 e.CI..4..)ex' Cilyrit. CONTACT PHONE 3 Go- 301 -6 3 A 14- DATE FOR INSPECTION AS A? SYSTEM WILL REQUIRE PRESSURE TEST - YES X 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:: i,,,,\:j--61,Q) MONITORING AGREEMENT MAILED DATE/INITIALS N r!, \ 4 \.) \- PRESSURE TEST SCHEDULED - \I . 1\\ /L-\ 1„.A \..,,....,..,: --- , L , . , ... , . ia 1 ._ c\ t.-1 , \ , 1: , , „,._ , t,:,...:c 't ,' 6._ \4 I L4 —1 Cf ( (A rr''.." i i 0 ,‘, J _ -- , ! - , 1 4--) 4 , C' r-5, ' -1c 10%1S itk.at-ca-01,-rci '''F''' ‘.< t,:'''''t rAA Cafv,",il i iNv\,(:) r p loc A \ -ri- ' Jrntf, c , ' ' 1 --, r --,' , i I i :7) 1/44 11 3430 1 i ' \.../ , i i „cr. Q.Y7t Albert & Cheri Scalf '' Si i _`+ 901485042 0,5,4- . $ ►u° IC EI +4 Project Description: s r6- _,4 Replace existing "Ponding” mound in previously designated replacement area. Septic Tank: t- Existing septic tank and outlet baffle screen to be used. Pump Tank: Existing pump tank to be used. Make existing riser water tight. Remove roots and Nseal with bentonite. Replace existing pump with Orenco PFEF40-B or equivalent, capable of 43.6 GPM @ 5.7 TDH. Install pump inside ES1560 pump screen. Existing floats may be used. Tank to be pumped by certified "pumper" prior to installing screen and new pump. Control Panel SEWAGE DISPOSAL DESIGN A•pity* foi on ion Existing Orenco panel to be used. • IC Date Dose Set panel to provide a 45 gallon dose every 4 hours equaling 270 Gals. Per day ( 75% of peak design flow of 360 GPD ) 5' spray height required. Transport Line Expose and redirect existing transport line to new bed. Install 2" long sweep 90 for C. O. inside 6" valve box to grade. Install "Bentonite" dam just outside of uphill side of mound, see detail page. Mound Mound site to be cleared of ferns and small bushes and one "White Fir" and "plow" as directed by Designer. Construct mound as shown on plans using approved "Construction Route" with track machine, always keeping a minimum of 6" of Filter Media over "plowed" area to avoid compaction. See attached R S & G2.13.1 Provide written certification from supplier for C — 33 Sand per R S & G 2. 13.1 Install C 33 sand over "Plowed" mound surface to uniform density. See attached R S & G2.13.2 JUN 2 Bed Install four 48' laterals on 6" bed of 3/ to 1 1/2" drain rock ( 9" total depth ) with 24 - 1/8'orifices @ 2' spacing,© 12 o'clock (1.25" SCH 40 ). The first and last orifices should be approximately 12" from the beginning and end of each lateral. The first and last lateral shall be 9" from side of bed and 2' spacing between laterals. All laterals end with long sweep 90s, with screw on caps inside valve boxes to grade. Install two 4" inspection ports to sand interface, one to native soil interface and 6" ports at end of laterals inside 6" valve boxes. See detail page. Enclose additional caps with 1/8" orifice inside baggie in valve box. Flush lines prior to scheduling pressure test with designer. Install "orifice shields" after pressure test, cover with filter fabric and finish constructing mound ( 6" of "Screened Topsoil" required over cap ). Seed disturbed areas. Inspections Contractor to contact designer prior to construction to set up pre-construction meeting, and inspection schedule. ti _= ' �- n € ction General Construction Notes /,"gi411 Dare 1_ The work described herein consists of construction of an on-site wastewater system. 2. The contractor shall be knowledgeable and experienced in the construction of this type of wastewater system and shall hold a valid certificate from Jefferson County Division of Environmental Health. 3. If during the installation of the system the contractor finds soil conditions that may lead to premature failure of the system, construction shall be terminated immediately and the designer notified. Such soil conditions may include groundwater, fill, clay, highly compacted soil, bedrock or excessively permeable soils. a. Any inconsistencies, errors, or omissions that, in the opinion of the installer, would compromise the quality of the wastewater system shall be reported to the designer prior to construction. 4. Transport pipe and laterals shall be Schedule 40 PVC, unless otherwise stated in design, solvent welded joints. All fittings shall be Schedule 40. All transport pipe in traffic areas shall be Schedule 40. Backfill in traffic areas shall be pitrun gravel and compacted. All gravity pipe shall conform to ASTM D 3034. All gravity and transport pipe shall be bedded, using native or imported material free of rocks, debris and sharp objects. Double case cry°. i t .7 e3 n^� fa Ap1v (I ‘;'4) � �� in traffic areas with 6" ASTM D 30 4. Daze 5. All exposed soil shall be seeded and mulched prior to the final inspection. Seed shall be spread at an approximate rate of 10 lbs. per 5,000 sq. ft. 6. The installer shall be responsible for constructing the system according to plans and conditions of permit and shall be responsible for its proper operation and function for one year. The owner shall be responsible for operating and maintaining the wastewater system in accordance with WAC 246-272A-15501. 7. Any changes, substitutions, or deviation from these plans shall be approved by the designer and by the Jefferson County Environmental Health Department. 8. The installer shall grade to divert all surface water runoff away from tanks and drainfield/reserve areas. 9. The bottom of the trench or bed may be inspected by the designer prior to placing sand fill or drain rock and shall not exceed +/- '/" from level. 10. Notify designer 48 hrs. prior to pressure test, after permanent power has been connected to panel and L. and I. inspection complete. Any deletions from plans, or necessary adjustments, shall be completed by installer. 11. Setbacks to all known water lines shall be a minimum of 10'. No crossing of water lines with any septic component shall be allowed, except as included in septic design approved by Jefferson County Health Department. 12. Setback from the building foundation wall shall be 10' minimum to drainfield, 5' minimum to tanks and 2' minimum to non-perforated sewer pipes. 13. Setback from property lines, easements lines, and driveways shall be a minimum of 5', for both drainfield and reserve areas. 14. Water saving appliances, fixtures, and practices are to be used. 15. The septic and pump tanks, drainfield and reserve areas are to be protected from vehicular traffic or mechanical disturbance. 16. The installer is to verify pump requirements at the time of installation. 17. The designer is to provide the as-built and letter of certification. J • ur r 4 IUN 42! 3 2014 18. This system has been designed in accordance with WAC 246-272 A and the most current Department of Health "Recommended Standards and Guidelines for Pressure Distribution Systems," and has been approved by the Jefferson County Health Department. Nevertheless, negligence or improper action on the part of the users could result in the premature failure or malfunction of the system or its components. SEWACE DISPOSAL L DESIGN 4• `,.,- tof 419J'4i� iiJi 1 Date ` AL-15 ER,-r -4 GHEitt se Lc got og5CO2. Lii:IN 2 :7.! 2CEli I+ simium LID arm SAS_mew=AL. 24°DIAM� - Acres—t ... III '".2■•■••••■•■■•■■•ift15"... 1.' IP • Elms tit R .._ FRON SEWAGE 7 11 . AppRoveD SOt4RtSz FLOATING T . EFR.IN»r FILTER N � - SCT K . CEMM.. SECURED LID-wrni GAS TAP SEAL 24"DIAMETER. - . • _ACS RISER NNIt . - . . WRENN- FUGSH GRADE - VALVE . c_ /.t _ TANK- _ it UJSTAU. ES I' 4O all�� �>s�EtitiAUtr EIDER SE'ORA©E {E" ANTI SIPHON IMO*WA' —4---�► 17O GIk6 t�tnr VALVE NORMAL TIMER OFF LEVEL WORKING VOLUME ` 1‘.0AT arm —``"_+ 3(O cs n►ti _ T lilli - 011 VALVE* ENCIOIRED PUMP it lit�0 +L i ""-r°WI," SUEN LE CINITNIFLISIAL . I✓4° '<`;1a.; - _ - - PUMP • . PIMP MSEg ,:. of Kr i $AS NEEDED �: :` = �; '+o GU ems?81ERNI PAUL ERICSEN •. 1 - It ir irry 084 " • 0, 44 2Cli ALP' 1',,J N 4 Li 01 E°R I " ....,..and Guidance Standards RT i 1 2012 . Depths . A t,f) yst.. ....-Recommended nvi.i.e..July 1,- S., Effective— * ent pep . Mound P011 . . . imum subcom , nd,Showing Minimum Bed) Filter Fabric a . ,7—End Cross-Section of Mound,Filter Media Approved 1-e E, .1.---..• en Tot APP.° rb ;- . figure ._,e . 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V 140,11S,.. 0. tf' ----- --Lili.NOWS6 .I'1 s .e.wtott--- - -§ -OD i`r Filter M. •Basal Mound and Bas l Area for View of Mou 8-Plan igure r..-, from Pump L --,, P1Peg*I6 =4- ..e i to -' : . 1 sm i ... 4e1 ON Y._ B i 1 t.1 512E CT t 4- TER 41- K. ,----- LA SEE SCALE 7R A‘Al 1 4 el 1-u"s' t•- ?OR..,i.. -1.li E TA 1 30 of 51 Page DOH 337-008 f C4 1 1 rn C X5 p C IC i 'tr.!.J ,i. s,... 1 T1.3 11 Li 1 ILI 0 T co r v ze - m� } m W to m 8 O = rs +, a- DL : to= U a. we io a w t > m tu nz J O re 0 � N - t O W< - `_ a 6 cc , a 0 — = la c'10 w 0 U 0 n .t It O Q _ m.�>j m • L j m o t c.-) O com = r ?Is Q mm Q § z W C t 1-- WJS. co W m Q Lt. m 0 J Q. >t0 ® C ,1L Q co , O .CU Z Z .7. S.. W t3) 2 E O _ d a (Q oO C• 2 r— - t*) ... 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'::,3 a® e 2 a _ — § ^ 1-0 e, r v to m L, g tE i ii I.r_______k 0 g .11 i ci ! ,c2 Prol i„, to co giy ' mZ Ig y m14 a 1� t !CI tT” Askro a Technical Data Sheet '�' ,?I. 1 214 CM Effluent Screens hcorporated Applications General Orenco®Effluent Screens are used in dosing tanks to minimize Orenco Effluent Screens are composed of a top ring,screen body, the amount of solids leaving the tank. reinforcement rings and a base.The screen mesh has a''A" (3 mm)pattern and a nominal open area of 50%.Effluent screens are available with optional float brackets and flow inducers. Float bracket (optional) I i Standard Models ) i ES1540,ES1540FB,ES1548,ES1548FB,ES1548FI,ES1548FIFI, ° ES15A,ES1840,ES1840FB,ES1848,ES1848FB,ES18A,ES2440, Top ring ':7;: : ES2440FB,ES24A. fir .. Nomenclature Screen body ES [5 40 r TQRtfons: FB =float bracket R =single fbw inducer FIFI=dual flow inducers r Screen freight: 40=40 in.(1016 mm) 11 48=48 in.(1219mm) Reinforcement _K._ 60=60 in.(1524 nun) rings A =adjustable height,40-72 in (1016-1829 mm)` . Screen diameter: • 15=15 in.(381 mm) 18=18 in.(457 mm) s 20=20 in(508 mm) 24 =24 in (610 mm) Effluent screen Flow inducer `15-and 18-in.(381-and 457-mm)diameter only (optional) j Materials of Construction ` Base $ Float bracket(optional) PVC Top ring Polyurethane Screen body A"(3 mm)polyethylene mesh with UV stabilizer Reinforcement rings PVC,polypropylene(ES24) Flow inducer(optional) PVC Base Fiberglass Specifications Dimensions,in.(mm) ES1540 ES1548 ES1848 ES2440 Diameter 15(381) 15(381) 18 1457) 24(610) Length 40(1016) 48(1219) 48(1219) 40(1016) Available flow inducers* 1 or 2 1 or 2 1 or 2 0 *Flow inducers are required when effluent screens are used with Orenco high-head effluent pumps.One flow inducer is specified by'Fr;two by'FIFL" ®2010 Orenco Systems.Inc. NTD-ES-ES-1 Rev.1.0.0 3/10 Page 1 all Pump Selection for a Pressurized System -Single Family Residence Project Albert& Cherie Scatf J1IN 2 3 2014 Parameters Discharge Assembly Size ZOO inches 100 1 ' i 1 1 ' I I . I i 1 1 1 Transport Length 60 feet 1 1 1 1 !4 Transport Pipe Class 200 PRIIIIIIIIIII11111.1111111111111111/1111111 Transport Line Size 2.00 inches Distributing lye Mode! None MIimmo� Iii11111111 Max Elevation Lift S feet _` Manifold Length 10 feet 11H;�I1I1111MI111II1III� Manifold Pipe Suss 40 8011111111111111111111=111M11111111111111111 Manifold Manifold Pipe Size 2.00 inches Lateral Length Is per Cell 48 feet I11�I I I=11111111= Lateral Pipe Suss 1. .a 70, '��� ,II11 Lateral Pipe Size 1.25 inches Orifice Size 1/8 inches ® �� �� „��1� Orifice Sparing 2 feet Flow Meterr None inches MIIIIIIIME11 1111111FA1f1111111 'Add-on'Friction Loges 0 feet ® 111111 „\ , „ ' co le Calculations 0 M 111 111111 Minimum Flow Rate per Orifice 100 gpm 111111111111111111111115111111111111111111 Total Number of Orifices per Zane 100 >. Number Flow Rate per is Zone e Z 43.5 gpm o 40 1111111111111111111111511111111111111111 To Number of Laterals per Zone 4 T Flow Differential,st/Last Orifice 2.8 % t- 30 i'�IiIi Li"iUui 1I,!. ,1�1 Transport Velocity 3.9 fps , Frictional Head Losses ,Ilili.,„ .„1, , 11, ' Loss through Discharge 3.8 feet MINN 11111111111111111 Loss in Transport 1.5 feet 20 r Loss through Value 0.0 feet ,®�n,,,l IIIII1 Ill, ' Loss in Manifold 0.1 feet 10 111111111111111111'� ' , � Loss in Laterals 0.3 feet Loss'Add-on'Friction Flowmees 0.0 feet Addon'Friction Losses 0.0 feet 11111111111.1111111111111111111111111111 Pipe Volumes 0 1111111111111111111111111111111111 Vol of Transport Line 113 gals 0 20 40 60 80 100 120 140 160 Vol of Manifold 1.7 gals Net Discharge(gpm) Vol of Laterals per Zone 14.9 gals Total Volume 27.9 gals Minimum Pump Requirements V PumpData Legend Design Flow Rate 43.6 gpm PFEF50 Effluent Pump System Curve:— Total Dynamic Head 5.7 feet 1/2HP,115/230V 10 Pump Curve: PFEF100 Effluent Pump 1HP•230V 10 Pump Optimal Range:. PFEF40 Effluent Pump Operating Point() ,ij 4/10HP,115/230V 10 or 0 #4 Design Point() 1 t , • A+4, Incorporates :' --;'...^�i CJ ng%ngrhe tierbe err -.. --mom_ ,�+�- .. �11� floddD.Waaeuxa° 0e _BERNT PA EMBEN ti j/ . ` r,,. 1 t, 19 2314 Mound Systems-Recommended Standards and Guidance Effective Date:July 1,2 012 2.8.1. be equal to 100 percent of the normally required mound area, 2.8.2. be totally separate from the initial mound area, 2.8.3. be able to meet all of the design requirements, including soil depth, soil type, slope restrictions, and set-backs, etc.and 2.8.4. remain fully protected to prevent damage to soil and any adverse impact on the immediate surroundings that may affect the installation of the replacement mound system or its function. 2.9. Installation 2.9.1. Equipment 2.9.1.1. A tracked vehicle with a maximum pressure on the soil of 7 psi must be used to place the filter media,prepare the bed,shape the mound and add the topsoil cover. A wheeled vehicle must not be used for this work,or travel over the basal area or over the area included within 30 feet downslope of the basal area. Given the make and model of equipment, a manufacturer can provide the psi of the tracks. Proper installation techniques also require prudent,'maneuvering over the fill material, such as not leaning the equipment parked and running while on the fill and not performing locked track turns on the fill. Both of these and certain other practices can compact the soil under the fill. 2.9.1.2. A spring-loaded agricultural chisel plow,or other acceptable apparatus or method,must be used to prepare the soil before constructing the mound system (See Appendix G. Site Preparation and Construction). Rototilling is not an acceptable substitute and must not be used. 2.10. Inspection All site inspections before, during,and after construction of the mound system must be accomplished by the local health officer or other appropriate jurisdictional representative,or by a person (designer or engineer) identified and approved by the appropriate jurisdictional authority. 2.11.3. Gravel Material "Drainrock"as defined in WAC 246-272A-0010: Clean,washed gravel or crushed rock ranging in size from three-quarters inch to two and one-half inches, and containing no more than two percent by weight passing a US No. 8 sieve and no more than one percent by weight passing a US No. 200 sieve. DOH 337-008 Page 14 of 51 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT JUN 2 e 2014 821 SHERIDAN STS PORT TOWNSEND,WA 98368, 1360) 379-4450 - . _____ SOIL EVALUATION PROPERTY OWNER AL1:1T t C,H{Eft.j SCALF SYSTEM DESIGNER tt. 13 lEStfiA LEGAL DESCRIPTION: Section $ Township.21 tki Range I\J Parcel # QDt 085 O&z Subdivision Name Division Block Lot(s) Date Logged: 6-17- I 4 Logged By: 73E ii j T em t=sac0 Include soil textural characteristics and the depths at which significant hanges occur. Be sure to include depth where mottfng or impermeable layers occur. r\ C- - / t i 1 i it " 4 SOIL LOG.; ' A SOIL LOG # 0 to 20 in_ $ti1/4j LS ) 4xAVEL. T' p to g in. 110 LS 4 ERAV6t_ tao to ati• In. TA Ili St. CPT'D L.s. S' to 17 in. TAN JOr AtJetE £ .S to in. (? to Q2(, in. TAO LS W in. to in. Anticipated water table ,ltd in. '0`e4 Anticipated water table .24 in_ Roots to .it( inches mss. r.. 4t Roots to .2(o inches Health t. Comments i1 a ,`;+,` - �p �� `f Health Dept. Comments SOIL LOG #3 i' J. `` ► SOIL LOG #4 L ,:*�i 51 1, to • in. 0,F ERNTPAU SEN #i to in. to in. "'�r►�momom���.a�m�w►.ks., to in. aa-r, 02/11 to in. to in. to in. to in. _ Anticipated water table in. S f, „ +0 bd Anticipated water table in. Roots to inches l tX.t' +0 Roots to inches Health Dept. Comments e 5 1r\ -1. a j-1 ,(,` Health Dept. Comments +G j°t t,- et S CE C( SOIL LOG #5 Clibruld 1/\ '*kQ O fci rt l OIL LOG #6 to in. 4kk ' s.. t -I- to in.- " 1 to in. _ t0 in. 44 to in. V 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:'NFOHLTH1SOILFRM 1 JOO 1 rJ t8 e, A, I JEFFERSON COUNTY '' , #• DEPARTMENT OF COMMUNITY DEVELOPMENT 9, t 7 621 Sheridan Street•Port Townsend-Washington 98368 s' y z 4 360/379-4450 3 379-4451 Fax i �1 http://www.co4effersorWa. 5100259 BERNT PAUL ER ICSEN%. ... 11 GENSEb fSE... NER.. Aiolohnomemommovirowlimeomootom To Stormwater Calculation Worksheet S°a"" kA# ALI1ERT C3-1 E.c{1 SC.ALc DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet shout be completed first to classify the proposal as"mall,"`medium,"or large." The size determines whether a Stomtwater Site Plan is required in conjunction with a stand-alone meter management pemu application,budding pemu't application,or other land use approval won that involves stormwater review. The basic infomitinn will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE B.E..SITE) Size of parcel 6 exes An acre contains 43,560 square feet. Multiply the acreage by this fgure. Size of parcel in square feet 2 I Z l 8flb 41— sglft Land-disturbing activity is any activity that results in movement of earth,or a change in the eedsting soil cover(bath vegetative and non-vegetative)andlor the existing sod topography. Land chsturbing activities include, but are not limited to dearktg,grading,filling, excavation,and compaction associated with stabFization of structures and road construction. Native.vegebition is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salad;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FlL.L:Calculate the total area to be cleared,graded,filled, Answer the following two questons related to excavated,arm compacted for proposed development conversion of native . project. Include in this calculation the area to be cleared for Does the project convert%acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfeld,septic tank,etc. 3 660 sglft Circle: Yes Well,utilities,etc. sgtft Does the project convert 2*h acres or more of native vegetation to pasture? Driveway,parking,etc. sgift Circle: Yes 4:$ Lawn,landscaping,etc. sgtft Other compacted surface,etc. sq/ft Irate Total Volumes of Pry: Total Land Disturbance 3 000 sglft Cut Fill ISO (cold) [over) stotmxrater Cale wort—REV_1W12003 1 A - ER T 4 CH ERi SGALF go! 085 0o2_ JUN 2 0,1 Mound Systems-Recommended Standards and Guidance Effective Date:July 1,2012 Appendix F—Mound Worksheet/Checklist . _ A DAILY DESiGN FLOW �!• • Daily Design Flow = #Bedrooms x 120 gal/day/bedroom(minimum) �� +1/ Alt. ‘,* A. 3 x 120 r, 1,1 360 O galday i y' f �� ea °e BERNT ER PAUL ICSEN....`�ii B. DESIGN OF THE INFILTRATION AREA �tIM�MEN b'����ER■.. Oh 02/11/ E 1. Size the Infiltration Area bp-ac-1't a. Infiltration Rate of Filter Media: 1.0 gal/ft/day b. Infiltrative Surface Area(Bed)= Daily Design Flow(gal/day) 1.0 gal/ft2/day(maximum) 340 1.0 gal/ft2lday(maximum) = 3 is O feet2 2. Bed Configuration a. Bed Width(A)= 757 ft(Dependent on Soil Depth. See Table 2) Required Bottom Infiltrative Surface Area b. Bed Length(B)_ Bed Width(A) 40 ft' 7.5 f* = $S feet C. DESIGN THE ENTIRE fIOUND 1. Filter Media Height a. Filler Media Depth(D+E) 1) Depth Below Upslope Edge of Bed(0)=2 feet or 1 foot if mound is only for dispersal following Treatment Level B. +2 feet 2) Depth at Downslope Edge of Bed(E) DOH 337-008 Page 46 of 51 ALBERT $ CHERI SCAL F '10 iOS 00.2- Mound Systems-Recommended Standards and Guidance I I 2 u i Effective Date:July 1,2 012 = S.I& fee b. Downslope Width(i)=Filter Media Depth at Downslope Edge of Bed(E+ F+G)x Horizontal Gradient of Side Slope(3 if 3:1)x Slope Correction Factor(See Table 3). I =( .tQQ ft+ .75 ft+ I ft)x 3 x 1,4G 1= 11.73 ft x 3 x 1.44 = g5.%feet c. Filter Media Width(W)=Upslope Width+Bed Width+Downslope Width W=J +A+ I W= g.Us ft+ 7.5 ft+ ,13.$G ft w= la feet • 4. Check the Basal Area • `,11 ' ��+! Daily Design Flow ''- a. Basal Area Required= = • Infiltration Rate of Original Soil ^ th N 340 gal/day �\•. 6 gal/ft2/day n B ERNT-5100259. RICSEN-•I $ioS = 600 feea D DE I NER *4' " <02/11/ 15 b. Basal Area Available=B x(A+t) C ��4- 1) Sloping Site=Bed Length x(Bed Width+Downslope Width) =Bx(A+I) = 48 ftx( ?.5 ft+23.56 ft) = 48 ftx 31.0(, ft =14010- feetz 2) L- el Site =Filter Media Length - Kith =L x W = ftx ft = r Compare basal area available with the basal area required. Is there sufficient basal area? YES t NC DOH 337-008 Page 48 of 51 Mound Systems-Recommended Standards and Guidance Effective Date:July 1,2012 11 2014 2. ASTM C-33 Specification The filter media must meet items a,b,c, and d, below: (Source: ASTM C-33-99a. Specification for Fine Aggregate) (a) Particle size distribution: Sieve Particle Size Percent Passing 3/8 in 9.50 mm 100 No.4 4.75 min 95 to 100 No. 8 2.36 mm 80 to 100 No. 16 1.18 mm 50 to 85 No. 30 0.6 mm 25 to 60 No. 50 0.3 min 5 to 30 No. 100 0.15 mm 0 to 10 (prefer<4) [For No.200 sieve, see note(d).] (b) The sand must have not more than 45%passing any one sieve and retained on the next consecutive sieve of those shown above. (c) The fineness modulus must not be less than 2.3,nor more than 3.1. The fineness modulus is calculated by adding the cumulative percentages of material in the sample retained in the sieves shown above and dividing the sum by 100. (d) The limit for material that can pass the No. 200 sieve must not be more than 3%. DOH 337-008 Page 35 of 51 ' " ONSITE SEWAGE SYSTEM DESIGNflSAL go' 02‘ Q o.2, Date G- ii- lit JUN 2 3 2014 Property Owner A U&? T f c H a1 i SGA.LF System Designer Elf I e,S6 11) 1E31 &) Legal Description: Section ? Township 25? N Range I W Subdivision Name CL:6U4t W LAW LOT Division Block Lot(s) L. I. CALCULATIONS If for residential use: Number of Bedrooms: 3 x 120 G.P.D. = 366 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate f G G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: .. O square feet (total G.P.D. G.P.D./ft. squared) Trench or bed width 7 feet Trench or bed length if$ lineal feet (sq. ft. _ trench or bed width) II. APPURTENANCES Septic Tank Size Ex 115'0 gallons Pump Requirements (If Necessary) Elevation difference in feet -f- ? Friction loss tj./ Pump capacity should be 43. 6 G.P.M. at 6.7 T.D.H. Number of doses per day Co Dosing volume 46 gallons 14 s, ,e Pump chamber size rh 1i 5O gallons r + 0 i " rM H � ! to • �, !` o?''BERNT EVIL fRICSEN' •!116 H:`,home1p1ncntrlinfohfthlsewdsn -r•'•! `I.' 1 1' TILLMAN ENGINEERING, INC., PORT HADLOCK, WA SOIL EVALUATION ' €stt_ .— SOIL LOG#5 0 to 18 in. A_ F B 18 to 24 in. TAN/RED BROWN GRAY. LOAMY SAND/SANDY LO 24 to 30 in. MIX OF A/B. MOIST SLIGHTLY COMPACTED 30 to 48 in. GREY DIST. MOT. SANDY LOAM Roots to 30 in. Comments: WATER STANDING AT 48" SOIL LOG#6 0 to 30 in. GREY/TAN GRAVELLY SANDY LOAM 30 to 60 in. GREY, DIST. MOT. FINE SANDY LOAM, WET. Roots to 24 in. Comments: WATER STANDING AT DEPTH SOIL LOG#7 0 to 30 in. TAN LOAMYSAND/SANDY LOAM 30 to 36 in. TAN DISTINCTLY MOTTLED. SANDY LOAM Roots to 24 in. Comments: WATER AT 36" SOIL LOG#8 0 to 16/18 in. A 16/18 to 24 in. A. WET Roots to 18 in. Comments: WATER STANDING 24 INCHES Page 2 -9 "ej4''; '•-N" WM : . . J o o SOIL INFORMATION ; •OWNER I Ott1C1j 0.1 D n Parcel Number9O/07'1.' ': ''' 'war. , , r ' • LEGAL DESCRIPTION: Section Township 2-9 Range Subdivision Division Block Lot/s DATE LOGGED: q- S - / LOGGED BY: ri G v-rC.Se1? , Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. -31-H-1) c Le40.4 s-..;f ID", c, 7-2.4,..._9,/ SOIL LOG #1 T '1/5 SOIL LOG #2 ' Ty •-LI. B to 1a. in. , . ✓ At -�+�•t. Q to in. SG/L,S GI al- to 4 in. 'h. '-. t-:; ;,2 - .21i to 1;- in. .S l --s!•. ,- to in. a�Y'�,: �'°`' I I $L1_ to 5.2 in. • L.S. ' to in. . to in. ,s1�..� tr4 Anticipated.:water table 4of in. Anticipated water table 9.2- in. , Roots to , 1.4 inches e :E1 = -.— Roots to ilk inches HEALTH,,DEPT. COMMENTS --. HEALTH DEPT. COMMENTS a a - 1 - SOIL LOG #3 T, f SOIL LOG #4 7'Ill 5'ID •0 to .// in. LS. i r. L" 6' 0 to 1.2. in. L:S• 4zJ to _2/42._ in. ',5.4 eom L.S. /.2 to VO din 1}9ecl'. . LS d -�� to in. ,;Co»+ g-,c1.,517-.4- := _ ,,_a , ::/ • L • �� �. G.S. � v. •s,47-4,7:4,-;;":„; to in: .s• .:..;, to in. 1.,--rte to ... in.� t �•r� Anticipated water table . in. i, ,. Anticipated D water _table ' in. Roots to .9L ' inches • Roots to ''"'3 G inches HEALTH DEPT. COMMENTS - HEALTH DEPT. COMMENTS 3t. ',' •x SOIL LOG #5 SOIL LOG #6 to in. -i,:l..-„ :: _. • to-:- in. to in. - to -in. to in. to in. 'to in. _ to in. 4:: Anticipated water?'table in. '_ .V4. -f=Anticipated water table in. -'•Roota-to"` -1 -` • - - 'f=inches Roots to.:-*`''''' • inches HEALTH DEPT. COMMENTS HEALTH DEPT. COMMENTS 1