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HomeMy WebLinkAboutSEP2008-00091 .s 1i • %Ai ' Jefferson County Department of Community Development ,�e, v. 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 i`' 4,mx0;-. SEPTIC PERMIT APPLICATION 1� �_ "airy,.4el PROPERTY OWNER i. EVtCCL 13((AM_ ,fr -- ' %. I MAILING (A l- MAILING ADDRESS la04•- `t�C,,,cte ,c Of t • 1, }7cre To-14M 4 i_ 9k'3!a ` �'_ -^- �r •' • . �a. s PHONE ( ,�(,t7 ) <3S� o��q I - --. 1/ _-�1��►�►�., SYSTEM DESIGNER C-rtCSeirt `be-5+n IVIC- Designer Phone# 360-3dt-O3,,•.cJ- LEGAL DESCRIPTION: Section 3 3 Township�3b Range I vt) PARCEL# .06l r 3 3(}4 el CalW3 33O Subdivision Name Trgt&)y Skog �I [tf Division Block Lot(s) j crfLe- ' S,4,bd t f Site address/Directions to site SOURCE OF SEWAGEIUSE TYPE OF WORK WATER SOURCE Residential }t; New XPrivate Residential ADU Modification " Public U.1). Commercial Expansion Community Upgrade . Repair SITE SIZE 6..O I a-c.rts SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional )4 Designate Reserve Area Yes# ;11141 0 7- 441 Alternative Redesign No SYSTEM DETAILS Number of Gallons/day 366 Soil type 4 (attach soil eval.) Application Rate r 57 gal./sq.ft-/day Drainfield Length .2 I C ` ft. Trench Width 3' ft. Trench/Bed De ?2 m-✓ 11 ill.�1 Septic Tank size jdc�(p l� p gal. Pump Chamber size gal. TYPE OF SYSTEM G rn ort7i COY).--61-M04n r Q Y 2DO 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 application will be separates judged by the rules and laws in effect at that time. Property Owner Signature Date 3763/0R- FOR OFFICE USE ONLY 1445--- Nl�t PARTIAL ASBUILT �4 0 FI APPROVED INSP/PUMP TEST P t 1 )0C4 b,,\-- X112. ALL HOLD REQ.MET Date 5113I CiC6 Fee 442.5,W Rec# [ 1V L GJ/- Check# [, 7 T Case#SEP C8"` d Cl SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT #: SEP08-00091 Date Received: 05/13/08 SITE ADDRESS: 6062 SR20 Date Issued: 08/20/08 PORT TOWNSEND, WA 98368 Date Expires: 08/20/11 APPLICANT: R BRUCE BROWN PHONE: 360-385-2991 LINDA BROWN 6062 STATE ROUTE 20 OFC PORT TOWNSEND WA 983689301 SUBDIVISION: ` BLOCK: LOT: + PARCEL#: 001333649 Section: 33 Township: 30N Range: 01 W DESIGNER: BERNT ERICSEN PHONE: 385-3602 1656 S JACOB MILLER RD PORT TOWNSEND WA 98368 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 systems, codif-d 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. , Jefferson County Environ ental Health Specialist The property owner is responsible for the accurate location of all property I es.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. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 110-CONVENTIONAL TRENCH No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 210 feet Width: 3 feet Depth: 30 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP08-00091 1.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 2.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 3.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 4.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 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.) Contact designer prior to installation for staking of drainfield area. 10.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 11.) 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. 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. 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. 2 of 2 11/22/19 I:\F_SEP_Permit.rpt OS 1 INSTALLER \J �` IJtssCFF PARCEL# 0r5 133 Permit Owner -E. hru,iL -6r000 Permit # s Q 0g1-1 I ABSORPTION AREA: DRAINFIELD TRENCH TRENCH TANK #OF #GALT LENGTH IC WIDTH_ 3 le DEPTH `+ _3C SIZE ICOO BEDRMS -3 DAY 366 Tank Shroud/ IF PUMP AND PUMP CHAMBER REQUIRED: Size - Screen Float Arrangement High water float-distance to top of tank/emergency storage — Dose drawdown (#of inches) - #Gallons/Dose Timer/Dose Counter info Pump Size/Manufacturer I CERTIFY THIS ONSITE SEWAGE SYSTEM WAS INSTALLED AS DESIGNED, PER PLAN APPROVED S-x-of "nems l0-t-©g DATE APPROVED Deitinas ;SIGNATURE DATE N Iteo fl h » Era- iidTt Will-er ft-06k rci 4 -°° " 10-1e-be 7a 12 , To (J0 i)u-cto Or 6.teryvytn e.•+ o bbcr is to m eacce.� fa a nIs -i-I►-n . Stis' e-nn los-kite/ where- dGL:Ina. 11 - ''w • ill J, 1+ . BERNT.PAUL ERICSEN .+111 r C NSEb•0E I NEW • 11, EXPI• S ' ,�°I', `fir Jtr µ s ._ '! r 1•13111Ple3( rA19[• �! f i Owner: bru.a ibrotOri Parcel# gD 13 91 S Designed by: r:c;s 'l s • AGE bISPOSAC •p ' forI�N sett I", 0 ' . "C0� ttl.n .ate •_ 1* N ' It ' '•At s WAS - 01... dr_ i.,1,•. 4 / ,wr o. At N:7;5* ' L-... 'I Contact designer ,.'� 5,ao25s o. prior to construction - ; BERNT PAUL ERICSEN•. it i LICENAED DE IGP4ER zr p- EXPI'r 02/11/ O Ki A.6134 is ts z'w.• �sut 4.1.9 ,,S�7 40 I- 4. Jo,,t. -1 L lei2•,' l�esu to bra' 5a 4° ��' x-4.4 ism 3C3- 0- 1 ch owl, ..,t4e .., k it, -,., 07 f. - ,,, Q,cR .r . TC+ t� �p `i�{ Y17�(D RE MAY 13 2008 JEEEE72N CDli,JI' DCII 1 ONSITE SEWAGE DISPOSAL x,;11, SYSTEM DESIGN rte, .•t Get) 133310 r'• ►+ Date j— l 1-O g :tca-.tv- Property Owner i ur or• _ Ato y • 11 :I *AUL System Designer tGs _Al° Ury '.11•C .6 Legal Description: Section 3 3 Township '40N Range IL Subdivision Name 1504)413 Ant—Plat. Division Block Lot(s) I. CALCULATIONS If for residential use: Number of Bedrooms: j x 120 G.P.D. = 360 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate , S7 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: G square feet (total G.P.D. G.P.D.Ift. squared) Trench or bed width 3 feet Trench or bed length o210 lineal feet (sq. ft. =- trench or bed width) II. APPURTENANCES Septic Tank Size 1000 gallons SEWAGE DISPOSAL DESIGN Approved fo on ruction Pump Requirements (If Necessary) � � Date Elevation difference in feet Friction loss Pump capacity should be — G.P.M. at --- T.D.H. Number of doses per day Dosing volume ''" gallons Pump chamber size — gallons Rpt`'C1[i 1r TE D MAY 13 2008 • JEFFEEM COJt1TY DCO H:'.homelpincntrlinfohlth\sewdsn r'- III. DRAINFIELD CROSS SECTION n9 , vA, _, fib / 7/// �~ Draift NATD/E SOIL A C •— IFERMEABLE MATERIAL./ SEASCNAL SATI_TRATICN A. Trench Depth k36 inches S. C, inches of drainrock below pipe C. >_3e, inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. -- inches of fill (if needed) E. Trench width ,3 G inches NOTES: ATTACH DETAILED DESIGN OF SYSTEM ill <1.,t .911 �Q. SEWAGE DISPOSAL DESIGN /+ r WA '';►r�' �11 . v*- '�11ti,1 .C•cestr ction gez: -0a St 00259 Date :#MINT PAUL ERICSEN Al �►�0\C ENAE7AE IGNER Ni EXPIR S 0 /11/6 j—e3-0g Bruce Brown Specifications 001333010- Septic 01333010Septic Tank Two compartment mono-pour concrete equipped with water and airtight unvented risers to grade. Tank shall be water tight. Tank size is 1000gallons. Provide 6" pea gravel bedding under tank. Drainfield Care must be used during clearing/site prep., to avoid adversely disturbing drainfield. Designer needs to be contacted for a pre-con., meeting and to set up schedule for inspections. Designer is responsible for submitting "as built" drawing, and must be called prior to backfilling system. Gravelless chambers may be substituted, install inspection ports to grade in first and last chamber in each drain line. See plot plan and general construction notes. D-box Install d-box on concrete pad with riser to grade. Install speed-levelers and water level prior to designers "as built" inspection. RECEIVED General Construction Notes MAY 13 2008 1. The work described herein consists of construction of an on-site wastewater system. JEFFE71 CCM CO 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. "Approved" septic plans must be on site during construction. 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 1 ECEWWED MAY 13 2008 r u cc r nn0 include groundwater, fill, clay, highly compacted soil, bedrock or Ei ' 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. 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. 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-0270. 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 drain rock and shall not exceed +/- 1/2" from level. Place filter fabric over drain rock prior to backfilling. 10. 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. 11. Setback from the house foundation wall shall be 10' minimum to drainfield, 5' minimum to tanks and 2' minimum to non-perforated sewer pipes. Water saving appliances, fixtures, and practices are to be used. 2 12. The septic and pump tanks, drainfield and reserve areas are to be protected from vehicular traffic or mechanical disturbance. 13. The designer is to provide the as-built and letter of certification. 14. This system has been designed in accordance with WAC 246-272-A-0270 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. RECEIVED MAY 13 2008 JEFFE! 'N COUNTY DCD 3 w FOR PRIVATE ROAD TO NEWN_�o TRACTS.v �,� —� �� I to :I"o 0 -- 2 a^a SR20 �" cr., D ,v �"-- �_ Q ..‘c<3cl °D v PAVEMENT EDGE (TYPICAL) SR2O 0.1 r: GUARD RAIL _ Ui PAVEMENT EDGE (TYPICAL R=2342.00 • SO3'22'16"W 394.15' I -343.96' Del t a=08'24'53 b UsiI cn �II.. oz cn _ v,v rn .:- 0 0 30' (MIN.) L,E.,A.,& U. o- it �,� EASEMENT c3 i°o w ,wr w w wWATERw w w LINE w/ w t� UTIL I TI -- 1 �_ 'T ° i 211.15 ROAD C/• 123.01=�R©AD C/L UTILITIES S00'02'S3"W -T-E7-';-7_ • 195.29' NO3 31'39" �"� SO3'31'39'W NO3'36'2�4"E h / WTI IT, 135.03' L IT I APPROXIMATE LOCATION I I °' �+ EX15T)NG ROAD _.� �� m ( aom)m ?i x v oc)�K Ex Ornvl? �Z I L co .P_ A V1 c 2 E x D x6-(4) V Z121 I ' X I rn p Zir�1*m D6/3 � vn�O w J .. o CO �j __1 040 rj to �,; n CD�m vmO N Cx VJ 7Da3m rr� 0 v o W _ rm Zz� Q xD - i *I a..8 DD m <� a° —<Z mom < m ' •--i U)ZOO .o in _1.x 1 f� m o I mm p m v ornD �D o I X NA N 0 J) p Z `� I m0 :0� v-1iv 4. ~~ oC v N > m v a) z 0 m •N v I m v o v c I v D 0 0 r b m N I I I w ' 3 ^ , 11 SID cnI *-co C:) I of4w c9 C3 -IL- % I c• X326.46' ! 08.65' 67.9 ' i' CC` NO3'22'16 E o 30' 30' 30' o "� 703.01' 0 ►�, 90.00' c d. h PROPOSED `� X-��" - `_'.0 z . ,,, r- S. P. LOT 1 ' 5. 01 ACRES �a�4� Y;LA� '/ -__ DUBACKS (3.69 ACRES TO DUBACK) 'J MAY 1 3 2008W -- LINEN 0 ------CiTY 01 N09 51' E! --_ UBACKS f1 Ij,,. l' 4 CA. OF PORT 59-,__ ---_ 533-1D I ��� � , Cuf�lti VD 07 _ N N1,33 191- -SEN%a1'M ,• � rRq • -� _ � N ow o o NOTE. --- sys EASE, I* EASE SOCA An s12�o' i --�:,• __V P• ER AFN 30�g P&L AND No4.5o'so"E .1 V ' SUR�ysciv s F PT WA 181.08' .JEf°i-rH'SOty CO'}nrry nFpt1RTAMENT nF rn n r,!T\'DEVELOP E.vt7�}q� If [.:2' 2..�FilD N �T., :-.2- 1f.. t, 5Ei3T .':`J A '6.368. (.3661 :3-/9-445',..L.__,_E II SOIL EVALUATION PROPERTY OWNER brute.. 'rOWP MAY 132@0$ i Eiji ESii fG \i-c Gf -Y-l�5e( Jle9iiii i •7R , i rpimni nrq bijUNi LEGAL DESCRIPTION: Lee`ton 3___ :cnsiio 300 nan. - ilk) r'.:::ti: st--Qot33O to Subdivision Name brewlei5 ot, ?Zit+ Division Block Lot(s) I Date Logged: 1,-16- di Loaaed By: 13cryti art G -h Include soil textural characteristics and the depths at which significant changes occur. '1,7..'e sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 Bella i O #? A Q +O ..2- in. rewtvt t;osm V.4;ks.. S. 0 n in � Cil. ca,,�) T•l. �' -:1)-Fm.) a.�tf,-6,�..c.. s . (SI.GI-) ,�1. to '.Z.. in. l t_`, - S. C a- 0164 z skit g to 1 i ' Tin V.- Arlt,S. C sl-i esuy) to G i . SI-moat. . ( S. r ti- '17 to , Tan-Cs.("itrt . .t, , a to 62.- to $4i- i i—'. .5. %3: to in. t t..ss) Tit Anticipate. water t.•le>9'+' in. Anticipate water tab't _774,i in. Roots to G. inches Roots to 50 inches Health ept. comments Health Dept. Comments SOIL LOG #3 SOI I OG #4. D 0 S in- i..L V. at. S. et to pt in. y.c14 Lal:.s 4.51•-a"' to 'f7 in. 7_4 %.,4 j. r 4 lit' to 30 in. S t i y? to . in. Ol Ail ..14, L. . T./ti 'i, 4w+� 30 to 5'.1 in- itn l/.-Cn4z -*I4a.q. S. 7 4. 60 to 8A - ., S. T.31*. of • , 6g. to - 61 in. Tion 4P-Cit, ,5, T.3 Anticipated ater ta, e792.in. �"` _ �. .>/t Anticipated water table?G9 in. Roots toI �� inches y* _ r.;,%.9, Roots Roots to inches / • H x ., Health De.t. Comments `: . �$t Health Dept. Comments � . BERNT 5100259 AUL ERICSEN--`�. SOIL LOG #5 �..a�wimmo����r�r.<►` �i. L LOG #6 0' • 021111/a " 0 to in. Lit #-?.t-0l Q to G in. Ar. 4.5, C Si. e""4") tt to 3l a in.- ijlt„ et..,5. :i?c . 54.i'eadds. r.ttc e, to 35 in. Tin v1. S. book 511:1-* 1St,)ri .bit to 5,?. in. Tii,1 14.x.--Cs. cakit. mit env. (-4,.sez) T.4 35 to /.b in, rib, „g s (s!-ma ) T o Sot to 7f in. Tin ..c-vex, S. T-2a 13 . t,L to &tiin. Tin VCs(, . T. 2-.663 Anticipated water table>71 in. Anticipated water table 1 Min. Roots to LI-2- inches Roots to S6, inches Health Dept. Comments Health Dept. Comments H:IINFOHLTMSOIL.FRM 1/00 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST.,PORT TOWNSEND,WA 98368, (360) 379-4450 _.__ SOIL EVALUATION PROPERTY OWNER _ 'rl t fi__ -tYln SYSTEM DESIGNER etC.scei —13€-Su r. LEGAL DESCRIPTION: Section 33 Township 301J Range L Ul) Parcel # OO 13 33 01 n Subdivision Name bp 'S Shdrt. 'ad-d- Division Block Lot(s) Date Logged: 10- 15 -'07 Logged By: 132ary - E. }/►� Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling of impermeable layers occur. SOIL LOG #' ij SOIL LOG #. e D to St in. Taft 4.4ilr1L, LAS./S. (St, C ) r. > _to_r(in_J§Ks.,:4e5 �"f to 4t in. Tin {{. int. <64..$. (st. l) T. t 4 to fa in. TM 414- S. 7: 3 to 75 in. Tin 4=ece, .5. I:2-B 13 fe to SS in. to 4"- a) . to in. 5r to 73 in. Tan,l-65,. S, T 2143. Anticipated water table 77C in. Anticipated water table>73 in. Roots to ifg inches Roots to Gb inches Health Dept. Comments Health Dept. Comments SOIL LOG t q SOIL LOG A' 0 to 4 in. 1i ' to in. to 3.7. in.�,$,/S1.Lf to in. 3.2-. to 52 in. Taal -rim,' 5, £,i,—...e. .,...(�) 'TSF to in. r �c �i,`L to 7� in. i . ICSe. �, T. y3/1111'', to in. Rio LENj '� I) Anticipated water table-772-in. Anticipated water table in. Roots to ,i. inches Roots to inches Dept. Comments � Health '1 ICY 13 2008 i 4i Health Dept. Comments r, - :;fib JCFFCl::@$ CND '? DCD SOIL LOG / �i t+Ir SOIL LOG # to in. . : V`+1 to in. _ to in. . j`. I . �I to in. to in. I 'BERNT PAUL +41 to in. to in. $ LIG Stolt'+. "ISA", ► ...im►a��iktymoicoh..��.w�, to in. *4•i•t ,? If i Anticipated water table in. Anticipated water table in. Irl-07 Roots to inches Roots to inches Health Dept. Comments "" Health Dept. Comments H:IINFOHLTHfSOIL.FRM 1100