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HomeMy WebLinkAbout038-1051-60-002 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 582033 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: J~ Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ~V Permit Holder's Name: City Village Township Parcel Tax No: John & Connie Rickard TOWN OF STAR PRAIRIE 038-1051-60-002 CST BM Elev: Insp. BIAElev: BM Description: Section/Town/Range/Map No: 12.31.18.218C-2 TANK INFORMATION ELEVATION DATA -hZ .6 TYPE MANUFACTU V C PACITY STATION BS HI FS ELEV. At" A Septic Benchmark lO r1U. t, V 'C 4 5 Z~ Alt. BM Aeration J Bldg. Sewer DI 7 Holding S Ht Inlet 7 Z/((/ .~j-fI 2 S ` TANK SETBACK INFORMATION Ht Outlet -71 27-2 TANK TO P WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/ an. Z/ I- 6 Aeration Dist. Pipe I 9 , Js- Ho ing Bot. System Fina e PUMP ON INFORMATION • So Manufacturer and GPM ArPover • / / ((J Model Number TDH Lift Friction Loss tem Head TDH For ain Lengt Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length )1i No. Of Trenches PIT DIMEN NS No. Of Pit Inside Dia. Liquid Dept DIMENSIONS .31 7/7 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: / INFORMATION T e Of Sy;tgm: ~A CHAMBER OR Model Num , L DI TRIBUTION SYSTEM S e r/Manifold K Distribution X Hole Size x Hole Spacing Vent to Air Inta e Pipe(s) Length Dia Length Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Al - Depth Over Depth Over xx Depth of -Seeded/Sodded xx Mulched Bed/Trench Center O Bed/Trench Edges t, Topsoil es ®No Yes ® No 1 I COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #11: Inspection #2-. Location: 1307 CTY RD 1.) Alt BM Description= 2.) Bldg sewer length = l - amount of cover = I -IT I 0a Plan revision Required? Yes im No Use other side for additional informati6n. (J Date n pctor's Signature Cert. No. SBD-6710 (R.3/97) V aarae~v~o~ County • iE`PVE Safety and Buildings Division St. Croix f g 201 W. Washington Ave., P.O. Bo 2 Sanitary Permit Number (to be filled in by Co.) OCT 2 6 2~ ~ 5 Madison, WI 53707-7162 is t hti ST. CROIX COUN 7 3 s 5(T5* 2-0-3 3 anlt 10M$ Application State action Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04 1) m), Stats. 1. Application Information - Please Print All Information 1307C o. Rd. H Property Owner's Name Parcel # 1~.3.1g ala~e_a John & Connie Rickard 038-1051-60-002 Property Owner's Mailing Address Property Location 1313 Co. Rd. H Govt. Lot City, State Zip Code Phone Number SW t y, NW Section 12 Star Prairie, WI 55026 715 248-7466 (circle one) 11. Type of Buildin T 30 N; R 18 W g (check all that apply) Lot # ❑ 1 or 2 Family Dwelling - Number of Bedrooms 2 2 Subdivision Name Block# CSM Vol. 27, P .6162 ❑ Public/Commercial -Describe Use JC Na El City of ~N &J ow-, ❑ State Owned - Describe Use CSM Number ❑ Village of 1019790 ❑ Town of Star Prairie III. Type of Permit: (Check onl one box on line A. Complete line B if applicable) x A. a ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS System/Component/Device: (Check all that apply) Non-Pressurized In-Ground ❑ Pressurized In-Ground 11 At-Grade El mound > 24 in. of suitable soil El Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treat nt Area Informatio • 2 filtrator Quick 4 Standard Plus chambers & 4 end ca s, Pol Lok PL525 effluent filter Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (st) Dis al Area Proposed (sf) System Elevation 300.0 Gpd 0.7 Gpd/Sq. Ft. 428.57 sq. ft. ~4 457*q sq. 95.00 VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks 2 Existing Tanks y w o 1D~s ~ E5 Septic or Holding Tank 750 Na 750 1 Wies Concrete X Dosing Chamber VII. Responsibility Statement- I, the and igned, assn a responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' Signatu MP/MPRS Number Business Phone Number James K. Thom son is- MPRS 30021 (715) 248-7767 Plumber's Address (Street, City, State, Zip Code) 340 Paulson Lake Lane, Osceola, WI 54020 VIII. County/Department Use Only Approved ❑ app Permit Fee Date Issssuged Issuin gent Sign e ❑ eason for ial $ `-T75' ~o ` / f 5 IX. Condtf►Yl~ QW Reasons for. Disapproval 1 Septic tank; effluenf MW and 3) /1e f1 JCL., f, •+~t - 4a !fie Alspemal ceif.must all be serif I/ alaot per management plan provi b` 2: Ail se4(c ri entlst F,:fCplteirtd as per appic" trolls' / or"nm. Attach to complete plans for the system and submit to the County only on paper not l~s than 81n a 11 inches in sloe SBD-6398 (R. 11/11) ca. ~.z~G2 D /3r3 C'o. led. f1 b J s~y~~wyY mac. /.z, de T 3//?y Stor ~'rzci~':C, ,SL-. Crd ; rCe. ~tl w i ' ~o38-X~si-(oa- XI no P~~<< 6~~ 6zoPes .g P~o,Qoscd ~.Jc u 0 ect, c 4 p~D ~x~"s~h ~ 6ot{~o,., aFS:d~ng..4s.res.ncd co ~ ~ eiw.. ~JO.~ U ~ Stra~~C ~ i~-o(aoscdcc9~es~r ~roP~t.~c','s~c~54-~C~//. U conc.?SZ) 3.T. T;vo(Z) tis„c.Les a-6 3 r 17' ~ q°lV ~-}'poly 1.~~ ,L ' c~//y r__~ ycq`(_y `cl~..,~ blrs fur- BZ i ~ _ _ , f B3 C c 8. ~o e,~'dr;/~ edge a ~ bot~oM r o'S,d;nf/ec!= 99.30. 2 a~ /o Conventional POWTS Index & Tilte Sheet Project Name: John & Connie Rickard 2 Bedoom Conventional POWTS Owners Name: John & Connie Rickard Owner's adress: 1313 Co. Rd. H, Star Prairie, WI 54026 Site address: Co. Rd. H, Star Prairie, WI 54026 Project Location: Subdivision: Lot , CSM Vol. , Pg. Legal Description: SW1/4 NW1/4, Sec. 12 T.30N., R. 18W., Town of Star Prairie, St. Croix Co., WI. Parcel ID 038-1051-60-002 Page 1 Index and Title Sheet Page 2 Site Plan Page 3 Dispersal Cell Sizing & Infiltrator "Q-4" chamber cross seciton Page 4 Dispersal Cell Cross Section Page 5 Filter Specifications Page 6 Septic Tank Cross Section Page 7 System Management Plan Page 8 Septic Tank Maintenance Agreement Page 9 Parcel Map Page 10 Waranty Deed Attachments: Soil Evaluation Report Mater P her Res 'cted Service: James K. Thom son, DSPS. Credential #30021 Signature: Date: OC;L • "7-3 2 y's Page 1 Of 10 Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01) n .r ~e! • Ex.3 ~rRdc ¢ lei ,~'ol(n¢' eon~(rC X/GCa~d 0 1313 Ca. Qd. s~ /era, ~.J! sYd zG 4o t ;Z V x Ko VA,-e(-,u 6(e Slopes P~oposcd cJell 0 w I I- ~ I 4•~s~-tldsCl~:L~;~o ed~ c 4 ~ 16 at6caFS:drnq. f}sSwrua/ EX/s~:n~ I eic% . r~.ofl~ U ao ` 5&~Ko6twC I o(w3toI J.-f4 ~ro (P7-) ;s~ci5a/3Ll/. .sr Twoz~Lcs3 T (!One. 70 S/0 c d-d 'Lt If L $Z / e a botbo.,~ z 0 o S,"d;n f-&&! 9.30. Rickard 2 Bedroom Dispersal Cell Sizintz Calculations 1. (2 bedrooms)(100 gallons estimated flow)(1.5 design factor) = 300.00 Gpd design flow 2. Infiltrative capacity of native soil = 0.7 gpd/sq. ft. 3. Absorption area required: 428.58 sq. ft. 4. Absorption area as proposed: 451.60 sq. ft. (22 chambers + 2 pair end caps Infiltrator "Quick 4" =20.00 sq.ft. EISA er chamber, Infiltrator "Quick 4" end caps = 5. 0 sq.ft, EISA/pair 428.58 sq. ft. - (2 pair endcaps)(5 416.98 sq. ft. 416.98 sq. ft./20.00 = 20.85 char~eks required Number of trenches: 2 (a) 11 chambers per trench (42chambers total) Trench width: 2.83' Trench length: 47.00' Trench spacing: 9.00' on center i Total system area w/ 6' trench spacing: 12.00'x 47.00' #Y,ck4rM STANDARD CHAMBER 52" II Quick4 Standard Chamber 48" (EFFECTIVE LENGTH) U~M tv arm 34" SIDE VIEW SECTION VIEW MultiPort End Cap 112" ! 16" I 34" SIDE VIEW TOP VIEW FRONT VIEW Quick45tanda d Cber Nom final S 'Wfications .3 Multl ort l:ritl Ca Nominal S e'cifications Size. L`x.F1- ~.4z>52a~ 20' 1~34° x16" x 12" . 6-6'th"Oft l7v c" or 1 25° s x > Pg. 3 of 10 I Soil Absorption System Cross Section 9~3s, vc9 fft 0 Final Grade C4"hed e ; ft Leaching Chamber 95,a ft System Elevation 3•o ft &,6 ft r Soil Absorption System Plan View 47 ft 3.U ft { 1 ~ ~0'0ft Vent Or Observation Pie Leaching Trench 1 Pipe C 4" Dia. Trench 2 Header Leaching Chamber Specifications Manufacturer And Model 5W,~/6'~ "G-q 5&1n c(cr-d 1014s FgfEISA R-;. ing W,C) sq ft per chamber Soil Application Rate 0.7Ugpd/sq ft fe ign Flow , 6.70 Soil Application Rate EISA = ;7 Chambers 2 rows of chambers each. Page of _ vorl0 Technical Specifications PL-525 EFFLUENT FILTER (COMMERCIAL) 61 it BALL CHECK - T Iii EXCEPTS6'SHD/0 11.36 FOR INLET EXIENTICfl It 57 Od "UTLET BUSHING EXCEPTS SCH 40 l6'SCH 10 V 5.23 3102 I. PL-525 FILTER HOUSING 1834 PART NO. - 30142-525 11 o\ MATERIAL HOUSING -POLYPROPYLENE 6 OUTLET BUSHING - PVC III.' 6.5 BALL • HDPE I L-1 r- SOCKET EXCEPTS FLOAT SW TCH i - 10.27 EXCEPTS t'SCH .tO B~ ~X FORHANOLE EXIENTION 10.84 ~ I 21 530'OFIn6'SLOTS @ f~ 6 ~ I L..~~ _6.47_ 9.56 - - SOq(FiEXCEPTS _ 6.04 T BALL PUSH ROD OPENING 7 D9 OPEMNG _ fir - hT.71 I I, 1902 2244 'I I I I i ~Oil POLYLOK PL-525 FILLER CARTRIDGE i PART NO.• 30141.525 MATERIAL • POLYPROPYLENE j D z A N D m D c 54" AS REQUIRED D 84„ n 42„ 0 z O N m nom. ~ m m 0o ° 3" I 37" ~ 5„ O D D D (A I 29 n \1 T~ O _ D IC \ m;u N I I I D / /1 r N I m C m ~ g m o ' m 40" z m --I D m N I D I N m D r C1 N Z° Z O O p z Z ,1O AA g 6 c m m op --i -i m ~N ;X m D 0 Cnc 0 D G)i►D C070Xr-0IV z y ---1 m X- z ° z D =z :Opcmz<O0 l C° OX ~ CD °m >D ~no° NOD RSOLIRI l* ~FZ 0 D X D 2 m~ N CC , z C Z OD O N z N A Fn ~N m~ D D (n ~D f- D" 'rm~ g ° m N M rNn K-i~ D I F a, 21 V) m C) _lj N NOp (+N1m r> ~ DD aNl~* p~ fTl 0 o v N Z n o D 0 -0 Z 0V O IT1mm v) m 0~~~ n (Jl F" r m O H C7m D °0 r C7rD Dp v~Ln ° D N ~ D F 0:!] °O~ ~J (!1 ° N O C o Q ;o c: = cn ;aD v0 Z O co °z ° m r < 3 Z r °c mm D H z D m r (n m m ;u 0 \ = WLP750-MR MIERm ER concRETE DRAWN BY: WCP SCALE: 1/4'=J'-o" PRE-POUR; ° SEPTIC MANUAL REV. \ O W3716 US HWY 10 MAIDEN ROCK, WI 54750 DATE; 00 00 00 DATE: POST-POUR: 800-325-8456 FILE: VP75D-WR Conventional POWTS Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General The conventional septic system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD-10705-P (N.01/01). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715) 248-7767 or the Polk County Zoning Department at (715) 485-9279. Septic Tank Septic tank servicing mechanics comply with SPS 383.54(1)(e). Septic tank to be located within 150' of service pad, with bottom of tank to be 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Soil Absorption Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface within and above the system and will promote frost penetration during cold weather months. Cold weather installations (October-March) dictate that the system be heavily mulched for frost protection. Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil absorption cell to bring the system into proper operating condition. Pg. 7 of 10 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIl' CERTIFICATION FORM Owner/Buyer John & Connie Rickard Mailing Address 1313 Co. Rd H Property Address 13XX Co. Rd. H OD / 64 U k' W 6, (Verification required from Planning & Zoning Department for n construction.) City/State Star Prairie, W1 Parcel Identification Number LEGAL DESCRIPTION Property Location SW t/4 , NW/4, Sec. 12 , T 31 N R 18 W, Town of Star Prairie Subdivision Plat: N a , Lot Certified Survey Map # Volume , Page # Warranty Deed # (before 2007)Volume , Page # Spec house Dyes[Zlno Lot lines identifiable Dyes[] no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number a ms 2 10/20/15 SIGNATURE O APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) 16 ECEIVE® OCT 2 0 Zo 15 StT€t CROIXCOUNTY r C:VLOPMEN7° az OHM 89M ~.9 ow~ .9 I ~ n I I M L- 9, T I X z ~Q - - - - - 0 .9V£t 6-.0I O 0 kry 010 X x m§ d~ ~ Y Vh x ` Q e Z Fi ~ ~ X R 4b m ,q a9os ~ snuz X I x u~ co 6 X O T tV e e .9 An 9•d 49 Ofd. .949 RE EIV ~i~ ~ 2412 WisccUr ~'ir= C(~pIri A of D695 SOIL EVALUATION REPORT T SPS 3$s I Q 4/0Page 1 of 3 in accordance with Cep 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations $~;'fft©t~f- rr_. County "OMM16 d'd"gile plan on paper not less than 8'/z x 11 inches in size. Pla St. Croix include, but not limited to: vertical and horizontal reference point (BM), directio percent slope, scale or dimemsions, north arrow, and location and distance t< Parcel I.D. 7- Please print all information. From 38-1051-60-04M- Re ed By Date Personal information you provide may be used for secondary purposes (Privacy Law, S. Property Owner Property Location 6 John & Connie Rickard Govt. Loi SW 1/4 NW 1/ S 12 T 31 N R 18 W Property Owner's Mailing Address Lot # Block It Subd. Name r CSM# 1313 Co. Rd. H 2 na Proposed CSM City State Zip Code Phone Number City J Village J Town Nearest Road Star Prairie WI 54026 (715 248-7466 Star Prairie Co. Rd. C ✓ New Constructior Use: Residential / Number of bedrooms 2 Code derived design flow rate 300 GPD _11 Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable na General comment: and recommendations: Soils suitable for conventional dispersal cell at 07.gpd -recommend 0.6 gpd loading rate for chamber installation. Recommended linfiltrative surface elevation to be 95.00'. ` Boring # _j Boring J Pit Ground Surface elev 98.80 ft. Depth to limiting factor >98" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 'Eff#1 'Eff#2 1 0-7 1Oyr2/2 none sl 2fgr mvfr gs 2vf,fm 0.6 1.0 2 7-12 1Oyr313 none sl 2fsbk mvfr aw 2vf,f 0.6 1.0 3 12-18 7.5yr4/6 none gr Is Osg ml cw 2vf,f 0.7 1.6 4 18-34 1Oyr4/6 none girls Osg ml cw 1vf,f 0.7 1.6 5 34-74 1Oyr4/6 none grs Osg ml gw - 0.7 1.6 6 74-98 1Oyr5/4 none s Osg dl - - 0.7 1.6 Horizons #3 - 6 contain approx. 40% gravel & cobbles. 2~ F Boring # Boring Pit Ground Surface elev 99.01 ft. Depth to limiting factor >100" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft; in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 'Eff#2 1 0-11 1Oyr2/1 none sl 2fgr mvfr gs 2vVrn 0.6 1.0 2 11-24 1Oyr3/3 none sl 2fsbk mvfr aw 2vf,f 0.6 1.0 3 24-32 7.5yr4/6 none Is & gr Osg ml cw lvf,f 0.7 1.6 4 32-76 1 Oyr4/6 none s & gr Osg ml cw - 0.7 1.6 5 76-100 1 Oyr4/6 none grs Osg ml - - 0.7 1.6 q Horizon #3 contains approx. 50% gravel & cobbles. Horizons #4 in a ox.30% gravel cobbles. Effluent #1 = BOD 30 <220 m /L and T S >30 < 1 m _ g _ g Eff ent #2 = D5< 30 mg/L and TSS < 30 mg, CST Name (Please Print) CST Number James K. Thompson ignature: !~2 360Z 300Z/ Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 9/21/2015 715-248-7767 • Property Owner John & Connie Rickard Parcel ID # From 038-1051-60-001 Page 2 of 3 3~ F Boring # J Boring tef pit Ground Surface elev 98.36 ft. Depth to limiting factor >97 in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 1 0-11 1Oyr211 none sl 2fgr mvfr gs 2vf,fm 0.6 1.0 2 11-19 1Oyr3/3 none sl 2fsbk mvfr aw 2vf,f 0.6 1.0 3 19-36 7.5yr4/6 none Is & gr Osg ml Cw 1vf,f 0.7 1.6 4 36-82 1 Oyr4/6 none s & gr Osg ml Cw - 0.7 1.6 5 82-97 1 Oyr4/6 none gr s Osg ml - - 0.7 1.6 Horizon #3 contains approx. 50% gravel & cobbles. Horizons #4 & 5 contain approx.30% gravel & cobbles. F-1 Boring # _j Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 ❑ Boring # Boring J Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#l *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg * Effluent #2 = BOD 5<_30 mg/L and TSS < 30 mg, The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations A E.r.:s ~i.,~ ~.%cdc ¢ IQ ca :'s~0 e- ~`1y /3/3 Co. Qd. fy Sf~er Pia, ~J! st~o ~o t ~ o{~Oro~.tcd~SM Pte/ doa8-~si-bo--cn Ko 1, 4e, Slows tkra" } % Sys,6e„1 41-tq. P~oooscd ~Jcu ~ I etc 4 a° 6vt6v v , S:1,nq. ~uw►ted t StrKc.tur~ I i q$ i f 8Z i r ~ 83 ~ f I`O O ~ i Bf o~S.d;nf /e~!= 99.30.` 3 oie