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Home My WebLink About038-1009-40-100 Wisconsin Department of Commerce County: St. Croix PRIVATE SEWAGE SYSTEM Safety and Building Division Sanitary Permit No: INSPECTION REPORT 592266 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No: KELLY PETERSON TOWN OF STAR PRAI[JI ;038-1009-40-100 CST BM Elev: Insp. BM Elev: BM Descripti " NO ri bV~ Section/Town/Range/Map No: N 02.31.18.24K-10 TANK INFORMATION LA I ELEVATION DATA ja L, b'1-•Je4 TYPE MANUFACTUTjfJV- CAPACITY STATION BS HI FS ELEV. 1 Septic 1 ,a ; 1 O Benchmark 11q. A ag V- it Alt. BM ,~.Q~ 1fv~~b7 O rn- Bldg. Sewer 47 ' .57- ing St tInlet i S Ht Outlet ,nr.~ ~oV 11Gy~ TANK SETBACK INFORMATION 'WAS TANK TO P WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic A) Dt Bottom Dosing 'v eader/ n. r -I p 7, 7S" A ration ist. Pipe Holdin Bot. System 7 °'I •°I2 3. Z Final Grade PUMP/SIPHON INFORMATION APPAK ® V Manufactur Demand St Cover r I L 121. in ZS1 Mo el Number ! IV T H Lift Friction Loss Rem Head T~`O /jt~ FoDia. t. to Well SOIL ABSORPTION SYSTEM 1 / ILiq6idpth BED/TRENCH Width 3 if 11-eng f Trenches PIT DIMENSIONS No. Of Pits Inside Dia. ✓ DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Ty e Of System ^ I 1 % r ~ 1 y UNIT Model er:. 'AV/V V,IC_ uJ / t DISTRIBUTION SYSTEM Header/ l( Distribution Inip cin Ven to Air Int ke J Pipe( G/tI/ Length Dia Length Dia Spacing SOIL COVER x Pressure Syst ms Only xx Mound Or At-Grade Systems Only [Depth Over (y Depth Over / xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center VI Bed/Trench Edges / 1 • COMMENT Y (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: lc~ Location: 1222 CTY RD H C\` ,~I\J``►1~~1 1.) Alt BM Description = 6,-jEt ovc?- 2.) Bldg sewer length = - amount of cove =~1 ~ oo(A,"^ Plan revision Required? I,-, Yes ZOqNo V I Use other side for additional information. ~J Cert. No. Date s is ignature SBD-6710 (R.3/97) ~aS l~~e qy ed @ f►'~,~ Q~~~ac~ ~ County Industry Se Division (e i 1400 E Washi mjon Ave Sanitary Permit Number (to be tilled in by Co_) P.O. Box 7162 t;\ S _ ' RPR Madison, W 153707-7162 \~~fS~Xt~~~~ ,'t --~A ermit Ag liC to Transaction NupiW.r In accordance with SPS 93.21(2), Wis. Adm. Code, submission of s for . A)M is required prior to obtaining a sanitary permit. Note. Application f for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal inf you provide maX~be ased.fo~r secondary lest Address (if different than mailing address) P in accordance with the Privacy Law, s. 15.04(lxm), Stats. yf 1 0) 2 1- C''7 13 t4 L Application Information - Please Print All Info n ts j P, a Mtt 1 J i ~ Property Owner's Name Parcel # Property Owner's Mahing address 11 Property Location CC 3 i i S', l4 k - l e -153 q 1.7 Govt. Lot City, state Zip Code Phone Number ij tZ 'V•, Section (circle one Dry Y iA LC tq " SS13-3 T 3 i N ; RO E or II. Type of Building (check all that apply) Lot # Wl or 2 Family Dwelling - Number of Bedrooms Subdivision Name ❑ Public/Commercial - Describe Use G.~ Block # ~~x~ ah ❑ City of ❑ State Owned - Describe Use ❑ Village of CSM N D [Town of CAP Z,7- 4f!~ 2 22k to 3co A 1 I LL M. T of Permit: (Check onl ne boz on line A. Complete line B if a ppl4bl,) A- ]Fc[ New System ❑ Replacement System ❑ Treatment(Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New list Previous Permit Number and Date Issued Before Expiration Plumber Owner , Z121 7VA IV. T of POWTS System/Com nent/Device: (Check all that apply) 7-1 6:Xjzc It ® non-Pressurized~ t-Gri=d Pressurized In-Ground ❑ At-Grade Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil D1 Holding Tank ❑ 011- Dispersal Component (explain) ❑ Pretreatment Device (explain) ` "o5 V. Dis rsaUTreatme t Area Information: Design Flow WA) Design Soil Application Dispersal Area Required (st) Dispersal Area (sf) System Elevation VI. Tank Info Capacity in Gallons Total # of rarer j P~~3 b 24 7L. New Tanks Existing Tanks Gallons Units JtG U rn vi w t7 P Septic or Holding Tank j ~•r l E ❑ ❑ 11 Dosing Chamber ❑ ❑ ❑ ❑ ❑ vcci- VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation, of the POWTS shown on the attached plans. Plumber's Name (Print) Plus i MP/MPRS Number Business Phone Number ROBERT IIARDINA i ! Z z c 824825 715-491-5039 Plumber's Address (Street, City, State, Zip Code) 477170 AVE TURTLE LAKE WI 54889 VIII. Conn /De rtmcut Use On ved Permit Fee[ ent Si • Ob 1 eases for Denial $ UL Condi v eai Disapproval t'il MN LUP~~V E tcn:+ < <i : r Orin • A tii~ettstu ee•tl rust dp be i~ s _ nt , s r ispaf,W •plan psuviaed Uv plucnbe;. G•re. 2 M i # -mtpit,Loet:"c7srttiit.6 92a.. ' n oK >wpplfalbNl (a& / ~r~s~. Attack to complete plans for the system sad mit to the County only on pope not less thus 81/2 x 11 im6es in 81W 9L SBD-6398 (803/14) INFO HAR DINA SEPTIC SYSTEMS MPRS1Cc- T 824825 n c fit" A t. - .c CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: PETERSON Owner's Name: KELLY PETERSON Owner's Address: 7536 44TH ST. N. OAKDALE WI 55128 Legal Description: NE,SW,S.02,T31N-R18W Township: STAR PRAIRIE County: ST. CROIX Subdivision Name: Lot Number: Parcel ID Number: 038-1009-40-000 Page 1 Index and title j Page 2 Plot Plan Page 3 System Sizing & Cross-Section Page 4 Filter Specs Page 5 Maintenance Information Page 6 Management Plan Page 7 St. Croix Cty Septic Tank Maintenance Form Page 8 Warranty Deed Page 9 CSM or Plat Attachments: Soil Test & House Plans Designer/Plumber: ROBERT HARDINA License Number: 824825 Date: 04/06/2017 Phone Number (715) 491-5039 Signature 1 Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01/01). Page 1 HARDINA SEPTIC SYSTEMS MPR.SICST 824825 c, 7 S •l lck//aft ~Jr~✓ / 0 . _ ~ Oyu. - - - - - ~ _ i~' ~ -~~'•^:,~'jY.~ ~ _ - ~ -I` - - - - - tin , I L11 r r rn t _ l_ N _ i~ 1- a u S eA4 v✓ C it - -?y 1 Soil Absorption System Cross Section +6"0 ft Final Grade X4" 5VentCap ~ Leaching Chamber 5 E,a ft System Elevation ft 3 ft Soil Absorption System Plan View ft ft { 111110 11111111111111111111111111111111111111111 IN 1 ft Leaching Trench 1 Vent Or Observation Pipe Chambers 4° Dia. Trench 2 Header Leachina Chamber Specifications Manufacturer And Model / kI -C) L71 C-X-Lt 1, V- `t EISA Rating Q(-') sq ft per chamber Soil Application Rate gpd/sq ft gpd Design Flow f Soil Application Rate +0 EISA = ! I-- Chambers .600 2 rows of chambers each. j Page of filter Instailation and Maintenance Instructions Installation Step 1 Dry fit the filter case onto the outlet pipe going to the drain field. Ensure it is centered directly under the access opening. (if outlet pipe is already in a fixed position, additional pipe may need to be added) Step 2 if utilizing the additional single side support and the two bottom supports: While the case is still dry fit to the outlet pipe, measure and cut 1"schedule 40 pvc pipe to the length needed to extend from the hubs that are pre-molded into the case to the side wall and the inside floor of tank solvent weld pipe into the hubs that are pre-molded onto the case. Step 3 Solvent weld the case to the outlet pipe. insert the filter cartridge into the case pressing down on the cartridge until it lodes into place at the bottom of case. Step 4 if utrft-ring a vertical read switch: insert switch into the hole pre-molded into the top of the fitter. Press straight down until it locks into place Maintenance 1) Remove the access lid of the tank. Note: To ensure undesirable solids do not exit the tank and into the drain field, the tank should be pumped out until the level of effluent is below the outlet level of the tank. z) To. remove the fitter cartridge from the filter case, pull up firmly on the handle of the cartridge dislodging it from the case. (if utilizing a vertical read switch, removal of switch is optional) 3) Using an ordinary garden hose, rinse the filter cartridge ensuring all visible septage material is removed. 4) Place the filter cartridge back into the filter case pressing down on the cartridge until it locks into place. 5) Place the access lid back onto the tank ensuring it is secure- lifetime filter has a lifetime limited warrantr Lifetime filter LLC warrants the filter will be free of manufaduring and workmanship defects during normal use for the period of time the oiiginaf purchaser owns the product Ufietime fitter will provide a replacement filter in the event that the original fiber was not darrygcd during the instatUr ion or maintenance process. Damage to this product caused by accident. misuse or abuse win not be covered under this warranty. improper care or malfunctions resulting from product not being installed, operated or maintained properly will void this warranty. lifetime fiber assumes.po responsibility for labor charges, removal charges, installation or other incidental or consequential costs edtce Phone: SM-7242231 I POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner ~ Tt CL~z k) Tank Manufacturer ❑ NA Permit # 2-Septic ❑ Dose ❑ Holding vol. C~1( gal DESIGN PARAMETERS Tank Manufacturer -CJ NA Number of Bedrooms ❑ NA ❑ Septic ❑ Dose El Holding vol. gal Number of Public Facility Units _-Q NA Effluent Filter Manufacturer L I.tt `;-7 f c ❑ NA Estimated (average) flow y C>E;~ al/da Effluent Filter Model Design (peak) flow = (Estimated x 1.5) gal/day Pump Manufacturer $NA In Situ Soil Application Rate al/da /ft2 Pump Model Standard Influent/Effluent Quality Monthly average" Pretreatment Unit 49-NA Fats, Oil & Grease (FOG) :_30 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODS) :5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) :_150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Manufacturer Biochemical Oxygen Demand (BOD5) :_30 mg/L Dispersal Cell(s) ❑ NA Total Suspended Solids (TSS) :530 mg/L ❑ NA In-Ground (gravity) ❑ In-Ground (pressurized) Fecal Coliform (geometric mean) :104 cfu/100m1 ❑ At-Grade ❑ Mound Maximum Effluent Particle Size '/8 in dia. ❑ NA ❑ Drip-Line ❑ Other: Other: ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month -E year(ST) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one-third ('f) of tank volume ❑ NA ❑ When the high water alarm is activated Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA year(s) Clean effluent filter At least once every: ❑ month(s) ❑ NA 4;1 year(s) 1 3 Inspect pump, pump controls & alarm At least once every: ❑ month(s) NA ❑ year(s) Flush laterals and pressure test At least once every: ❑ month(s) 44 NA ❑ year(s) Other: At least once every: ❑ month(s) NA ❑ year(s) Other: B NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one-third or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of _:12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (12/02) START UP AND OPERATION Page of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name w~ Name Phone Phone SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name Name Phone Phone ) >j > 3Y - 6 This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies in compliance with chapter Comm 83.22(2)(1b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer KELLY PETERSON Mailing Address E1222 536 44TH ST N OAKDALE MN 551 8 Property Address CTH H STAR PRAIRIE WI ( erification required from Planning & Zoning Departme t new construction.) City/State Parcel Identification Number 038-1009-40400 STAR PRAIRIE WI LEGAL DESCRIPTION Property Location NE '/4 , SW '/4 , Sec. 02 , T 31 N R 18 W, Town of STAR PRAIRIE Subdivision Plat: , Lot # Certified Survey Map # Volume Page # Warranty Deed # (before 2007)Volume Page # Spec house yes no Lot lines identifiable yes 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 §Comm. 83.52(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 Commerce 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 thi 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 war my deed recorded in Register of Deeds Office. Number of~ roo s 4 S NATURE OF 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. 09/07) ~,a M ► > SNOIIVAalg O lay 7!~d - au+Wi ~+alad J '7NI 'N9153a A380M 8210014 213ddfl o N ~ T. , , i , , I / / I II / I I / I I I 1 / ,r 1 I t'll I av I I I 1 is I ~ i I voa T__ I I _ I Om I I I ~ I I I I I I I I I I I I ~ t I I I,. 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SLr~ vr,wr,rrviv r~~rvRI Page of Division of Safety and Buildings % • co 1.~ &Wm 85, Wis. Adm. Code County ST CROIX Attach complete site plan s rn 1/2 x 11inches in size. Plan must include, but not limited to: and horiference point (BM), direction and Parcel I.D. 038- 09-40-000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Review y Date Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location KELLY PETERSON Govt. Lot NE 1/4 SW 1/4 S 2 N R 18 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CS # 7536 44TH ST. N. City State Zip Code Phone Number ❑City Village Town Nearest Road OAKDALE MN 55128 ( ) CTH H New Construction LlseE] Residential / Number of bedrooms 3-5 Code derived design flow rate 450-750 GPD FIReplacement Public or commercial - Describe: Parent material OUTW ASH Flood Plain elevation if applicable ft. General comments and recommendations: Boring # Boring a Ground surface elev. 98 ft. Depth to limiting factor 94 in ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f ` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 IOYR3/3 -0- SIL 2MSBK DFL CW IM .6 .8 2 5-13 IOYR5/3 -0- SIL 2MSBK DFL GW IF .6 .8 3 13-94 7.5YR5/6 -0- LCOS OSG ML N/A N/A .7 1.6 2 Boring # F. lBoring 94.33 96 Pit Ground surface elev. ft. Depth to limiting factor i n Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 1OYR3/3 -0- SIL 2MSBK DFL CW 1M .6 .8 2 9-12 10YR5/3 -0- SIL 2MSBK DFL GW IF .6 .8 3 12-96 7.5YR5/6 -0- LCOS OSG DL N/A N/A •7 1.6 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig CST Number ROBERT HARDINA824825 Address D N Evaluation Conducted Telephone Number 477 170th AVE. TURTLE LAKE WI 54889 10-10-16 715-491-5039 PETERSON Parcel ID# 038-1009-40-000 Page of Property Owner ❑ Boring # Boring 98 0 Pit Ground surface elev. ft. Depth to limiting factor 98 n Soil A plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 -Eff#2 1 0-6 10YR3/3 -0- SIL 2MSBK DFL CW IM .6 .8 2 6-13 10YR5/3 -0- SIL 2MSBK DFL GW IF .6 .8 13-98 7.5YR5/6 -0- LC)OS OSG DL N/A N/A .7 1.6 3 1 Boring # LJ Boring F-1 1 94.33 96 Pit Ground surface elev. ft. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-8 10YR3/3 -0- SIL 2MSBK DFL CW 1M .6 .8 2 8-13 IOYR5/3 SIL 2MSBK DFL GW 1F .6 .8 3 13-96 7.5YR5/6 -0- LCOS OSG DL N/A N/A .7 1.6 - El Boring Boring # Ground surface elev. ft. Depth to limiting factor in. N Pit Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 2 '1 a L ows k wj $ ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L 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-8330Tr st (K 07/00) i HARDINA SEPTIC SYSTEMS MPRS/C T 824525 - - t . f c% , i T "ZY j1 t-t