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HomeMy WebLinkAbout030-2045-30-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 572853 0 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 X Township Parcel Tax No: Severson Neil St. Joseph, Town of 03" Zd CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: In 27.30.20. 52i G' TANK INFORMATION ELEVATION DATA 210 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic L_ /f Benchmark /D00 Y' Q Dosing 1~ ~ r •7 Alt. BM ' g 1?,(/ o Bldg. Sewer ~rl 13 T'S crt, Holding St/Ht Inlet SUHt Outlet 1P TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. ent Air Intake ROAD Dt Inlet Septic Dt Bottom JZ •j $7 • / L1 - Dosing.-, I ~ x J A/ Header/Man. 9 ~ 3 Aeration $ Dist. Pipe are - (s• t~ at 2 . Holding Bot. System PUMP/SIPHON INFORMATION Final Grade 7' `l .-~t O 4 Manufacturer Zo / Demand St Cover (~1/L GPM (r- Model Number , TDH Lift 7 Frictiore Los 4 System Hea TDH , t Forcemain Lengt Di . 11 Dist. to Well 32 / SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside .2L.. Liquid Depth DIMENSIONS 5¢ '5 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: r INFORMATION Of CHAMBER OR r"~ Type System: t C Model Number: C e N4 39 1 *o A)4- Y-e ' 4~j DISTRIBUTION SYSTEM NoW,. 13 x3 ' 3--7 40--c Header/Manifhifolp 11 Distribution` ` x Hole Si e x Hole Spacing Vept~to Air I ke ~V Pipe(s) ` \ r✓ Length Dia_ Length Dia ` Spacing a-~ Q SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only - Se✓~"4- Depth Over / Depth Over xx Depth of ]xx 70&es xx M hed Bed/Trench Center Bed/Trench Edges Topsoil No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 71 Cty Rd E Hoouullton, WI 54082 ((SW 1/4 NE 1/4 27 T30N R20W) NA Lot 2 Parcel No: 27.30.20. 1.) Alt BM Description = r► I ~ 66 ✓-CJ\.,. 16 e- is VV\ r 2.) Bldg sewer length = ells - amount of cover = Plan revision Required? E Yes (No L041 ' Use o ther side for additional information. Date Insepctor•s ignature Cert. No. SBD-6710 (R.3/97) J 1 b v 0 j v ~O v Q V a~ D r Q ~ Op ~ ~ o V o• n 0 0 10 k "k Q a 00 14 a ~ ~ 1L _ ec - ` o K V It v O V %J %U O 1 @ k ,\n ~ ~ a Q v O V ~ ~ ~ W Z W J v N ~ \ v Z V ~ I C \ ` V M ~ p C o `c~ ~ ~ff V ~ ~ tv NJ A 14 P, 41 -4 h ~v . h 11 11 S, it O h~ Rlk i \ 2 k, e a. Q O M ~u a 10 1 e xvae Industry Services Division County 1400 E Washington Ave a~ P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) p5 5 7 2 S S 3 ermit Applica State Transaction Number o"?~' -t In accordance $irh Wis. Adm. Code, submission of this form to the appropriate governmental unit is required ming a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) \ the Depart of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(l m , Slats. 7/ 1. Application Information - Please Print All Information Property Owner's Name Parcel # Et/Eit ao.✓ y Cr~/PE~r Iv1~271~A P-C-a- 636. Property Owner's Mailing Address Property Location 9 fie. l1,0. erg „ Govt. Lot y City, State Zip Code Phone Number , , 7 Section (circle one 1310 4J.7- Sy08.Z - 760-- Z 11 T J6 N; R geQ j0 H. Type of Building (c eek all that apply) Lot # 1 or 2 Family Dwelling - Number of Bedrooms 3 Snb,Iiaisienatzae 11k 01JP_ Block ❑ Public/Commercial - Describe Use ❑ State Owned - Describe Use CSM Number a0 8-Vttiageof . 5 9Town of /7//0ue Towl 3 tea- G ~ 13~-133 G~►~.~I~ ~5 0~ xII. Type of Permit: (Check only one lbox on line A. Complete line B if applicable) 6 A- New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B List Previous Permit Number and Date Issued ❑ Permit Renewal ❑ Permit Revision- ❑ ('Prange of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS S stem/Com nent/Device: Check all that a I g Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil G ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsal/Treat ent Area Information: I'll Design Flow (gpd) Design Soil Application Rate( sf) Dispersal Area Required (sf) Dispersal Area Proposed (s System Elevation ySo . G 7-4-0 7 ?3.8 93.0 9,.7 9.T. Y VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o y New Tanks Existing Tanks JA// o y U in y w 0 is. Septic or HeMiny, ~c X00 0 /0a 0 / 4✓ /4r ,'1L 6-144(47,0 Dosing Chamber Goo - 4601 / rr of t" VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's S' re MP/%VftS Number Business Phone Number _7-,0N-,0 AFexF a3I,~yG 715' 472-5,76 Plumber's Address (Street, City, State, Zip Code Al C d 98 Y. a.S' il.4,oW W X S 73 6 VIII.-County/Department Use Only Approved Disapproved Pe-it Fee Date ued J~ Issuing t Signatu ven Reason for Denial $ 475. IX. Condi eaa&&~~nnss If disapproval 1:"'Septic ank, effluPar>prater .dispersal cell must all be services I maintained as per management plan provided by plumber. 2 All setback requirements must be maintained as per applicablecode / ordinanm- Attach to complete plans for the system and submit to the County only on paper not less than 8 to x 11 inches in size SBD-6398 (R 08/14) i b f a b C Q V 0 lzz~ e F- ~ 3 v , h w ° a vi, M 2 ~ ~ M ~ 1Q ~ J 3 o ~ v O 1 v W y, ate" ~ o ~ < M ~ ~i ri oo x ! 'h Q 0 0 v p Eat t o 00 It lv~ 41 A VA, \ ~V fi, .r V v ~ J - ~ R ~ a ~ `X W d~ o c e v A Ir v tZ 0 W A I1 4 It qI. 4~ M y J t o 00 @ ti v y ` n ~ o Ali e IW ku o a r ~ R Private Onsite Wastewater Treatment System Index and Title Page Project Name: NEJL S6uEASo.✓- 3-sSa. 1,144owra 006ar-s r✓lA.fr snvo.) Owner's Name: Owner's Address: G 9 Lo. llo. ~~E IF16146.V ro..l. GJI .5'51-08a2 Legal Description: li6~. La r Y. S6,/ zVE2 Z 30 ~?o 4J Municipality: Town, Viige, City of ~il~~ r .Tds~PN County: Sr Z to,,x Subdivision Name: C S. ,y Lot Number: a Block Number: Parcel I.D. Number: Page 1 IAI eA-x ~t riE ~HEe' r Page 2 d' Loa- d"zA~/ s✓~~itoss - .~Ec 7'ie.✓ /"LR.~ UEw Page 3 Sec resod Page 4 G!u f vE Page-5 f'O!r!~'S Va-40-lt's /Ygdu~ 1. /yA.✓A6E~E'.yr ~IA.J Page 6 Page 7 /~/G rE~t /~,o/.~T.~.✓A.rt~ /,~fo. Page 8 Page 9 X r1rXZA1VZ 1r : Sort ~aXZUATic.✓ WE/40Ar' Name of Designer: -.(o. A) AELKE License Number: /YP- a?.~~3y6 Signature: Date: Designed ;RSZ--t to the Following POWTS Component Manual and SPS 81-85: In-Ground Soil Absorption Component Manual for POWTS (Ver. 2.0) SBD-10705-P (N. 01/01) I b o Au v 0 0 0 k V d o. h k 0 0 v n 3 v' V1 Yl ~ N4 S,- Q Op ~ o ~o ~0 ev Q J V a M v a, k all ^ t v cr N; o a o ep~ r q 1 V v R t O 2 ~ p ~U ~ a ~ W 00 N; r o M a Page ~Of~ SEPTIC TANK &*PUMP CHAMBER CROSS SECTION*AND SPECIFICATIONS _ ..e Scw yo. - 4" Cl VENT PIPE 12" MIN. ABOVE GRADE 3 WEATHERPROOF /p** FROM DOOR, WINDOW OR JURCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVERS /i ~Ecorr W/ PADLOCK & WARNING LABEL 411 MIN. IS" LIN.- INLETT WATER TIGHT SEALS GAS- QES r ! TIGHT i y F-/o VAPPROVED APPROVED Fit rE.c_ SEAL i ; ALM JOINTS WITH APPROVED PIPE PIPE B i ON i C i i PUMP OFF ELEV. g7YFT. OFF RISER EXIT D PERMITTED ONLY . IF TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC./ DOSE TANK MANUFACTURER; L✓jESE~ GO,,/G,cEr1~ NUMBER DOSES PER DAY: TANK SIZES: SEPTIC /ooo GAL. DOSE VOLUME INCLUDING DOSE Goo GAL.. FLOWBACK: 9a?..? GAL. ALARM MANUFACTURER: .S T. E. ~NO,y,B s CAPACITIES: A = W1 INCHES = _ 35.7 ' GAL. T- MODEL NUMBER: 7:4,yX ,4-zERr - l SWITCH TYPE: /"fELNAN/L.RL B s _ 2_ INCHES = GAL. /G. 16 GAcs. PUMP MANUFACTURER: C = ST INCHES = GAL. MODEL NUMBER : SWITCH TYPE: _ /'7crc/Vy.✓/c ~L D z 7 S INCHES = .7 GAL. REQUIRED DISCHARGE RATE ao GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL-DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET MINIMUM NETWORK SUPPLY PRESSURE . . . . . . FEET + aS, FEET FORCEMATN 'X FT/100 FT. FRICTION FACTOR FEET TOTAL DYNAMIC HEAD = ~.9 FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH S3 WIDTH 76 DIAMETER LIQUID DEPTH ,3G" W - TOTAL DYNAMIC HEAD/FLOW g LL PUMP PERFORMANCE CURVE PER MINUTE MODEL 15111521153 EFFLUENT AND DEWATERING 74 45 153 MODEL 151 152 153 12 35- Feet Meters Gal. Liters Gal. Liters Gal. Liters to 152 5 1.5 50 189 69 261 77 291 S2 30 10 10 45 170 61 231 70 265 7 15 4.6 38 144 53 201 61 231 ii 8 25 751 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 159 6- 20 30 9.1 - t 23 87 33 125 35 10.7 - 22 85 4 12.2 - - - 11 42 10 Shut otf Head: 30 ft. (9.tm) 3811. (11.6m) 44 ft (13.4-) 2 014508e 5 Model 151 Models 1521153 10 20 30 40 50 60 70 80 90 100 GALLONS LITERS 67x32 67132 0 40 80 120 160 200 240 280 320 360 3718 45M I 3718 4518 FLOW PER MINUTE 014508A"- e CONSULT FACTORY FOR 377/8 3718 - o } SPECIAL APPLICATIONS ~ 3718 37/8 • Timed dosing panels available. a __L • Electrical alternators, for duplex systems, are available and I supplied with an alarm. • Variable level control switches are available for controlling single phase systems. r I • Double piggyback variable level float switches are available j for variable level long and short cycle controls. - - - - • Sealed Qwik-Box available for outdoor installations. See „ 11116 121/8 FM1420. • Over 1307 (54°C) special quotation required. I 46116 I 5318 15111521153 Series - I t SK2444 SK2064 15111521153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Induded 2 or 3 E151 230 1 Non 3.2 1 2 or 3 61E 15 521 115 Na1° 8 5 Included 2 or 3 "Easy assembly" N1 BN152 115 1 Auto 8.5 Included 2 or 3 (pump 8 discharge pipe not included.) E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Induded 2or3 N153 115 1 Non 10.5 1 2 or3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or3 BE153 230 1 Auto 5.3 Included 2or3 SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level OPTIONAL PUMP STAND PIN 10-2213 float switch. Refer to FM0477. Reduces potential clogging by debris. 2. See FM0712 for correct model of Electrical Altemator E-Pak. Replaces rocks or bricks under the pump. • 3. Variable level control switch 10-0743 used as a control activator, specify duplex Made of durable, noncorrosive ABS. Raises pump 2" off bottom of basin. (3) or (4) That system. • Provides the ability to raise intake by adding sections of 1%" A or 2" PVC piping. CAUTION Attaches securely to pump. All installation of controls, protection devices and wiring should be done by a qualified Accommodates sump, dewatering and effluent applications. licensed electrician. All electrical and safety codes should be followed including the most recent National Electrical Code (NEC) and the Occupational Safety and Health NOTE: Make sure float is free from obstruction. Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2008 Zoeller Co. All rights reserved. page _-a- ct START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals or sediment that may impede the treatment process -and/or damage• the soil absorption system. If high concentrations are detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use. Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these conditions is not recommended, as the excess wastewater will be: discharged to the soil absorption system in one large dose causing an overload that may result in the backup or surface discharge of effluent. and damage to the system. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring power to4he pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank. System start up shall not occur when soil conditions are frozen at the infiltrative surface. Do not drive or park vehicles over tanks or the soil absorption system. 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 treatment tanks and soil absorption system: acids, antibiotics, baby wipes; -cigarette butts, condoms, cotton swabs, degreasers, dental floss, diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat scraps, medications, oils, painting products, pesticides, sanitary napkins, solvents, tempons,'and water softener brine discharge. - 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 s. SPS383.33, Wisconsin Administrative Code: e All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. e The contents of all tanks and pits shall be rerrtoved and properly disposed of by a Septage Servicing Operator (pumper). e 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: j 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 dishubance 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 replacernerd area. 'Replacement systems must comply with the rules in effect at the time of their permit issuance. ❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POMITS technology, a holding tank may be installed as a last resort. 0 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 instatied.as a last resort to replace the failed POWTS. Q Mound and at-grade soil absorption systems shay be reconstructed in place following removal of the biornat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. WARNING TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK : SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY CIRCUMSTANCE DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE. ADDITIONAL INSTRUCTIONS: POWTS INSTALLER POWTS MAINTAINER. Name .T 6 e? 13 S'6 Name ova ~zXE ~~EzKE ~K i.ret Phone 7/S G7,7 - G Phone 7iS- G 7,7 - S"? L SEPTAGE SERVICING OPERATOR (PUMPER) - J LOCAL REGULATORY AUTHORITY Name Name j- ~iloiX ~o. Zo,~i•~1 Off/tE Phone Phone 7~3 304 _ y ga POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page S of 7 FILE INFORMATION SYSTEM SPECIFICATIONS Owner Ake14 S--ZJoF4 5 o-! Tank Manufacturer. tij/E54-a 4ONG"rE ❑ NA Perrnit ; )Septic ❑ Dose ❑ Holding Volume: /pap (gal) DESIGN PARAMETERS Tank Manufacturer ,,jiESEti Lo.)4a`rE ❑ NA Number of Bedrooms: 3 ❑ NA ❑ Septic I$Dose ❑ Holding Volume: to b0 (gal) Number of Public Facility Units: ® NA Vertical Distance Tank Bottom(s) to Service Pad: /0 (it) Estimated (average) Flow : SGO (gal/day) Horizontal Distance Tank(s) to Service Pad: 70 (ft) Design (peak) Flow = estimated x 1.5): (gavda Specific servicing mechanics must be provided if vertical is >15 feet or ( yS0 y) if horizontal is >150 feet. Specific instructions to be provided on back. - In Situ Soil Application Rate: (galfday/fe) Effluent Filter Manufacturer. ~Q EST p NA Standard (Domestic) Influent/Effluent Monthly average Effluent Filter Model: /Y f- M Fats, Oil & Grease (FOG) i530 mg/L Pump Manufacturer ZO EZ LER• Biochemical Oxygen Demand (BOD$) s220 mg/L ❑ NA ❑ NA Total Suspended Solids (TSS) 'x150 mg/L Pump Model: ls/ High Strength Influent/Effluent Monthly average Pretreatment Unit (FOG) >30 mg/L - Manufacturer (BODc) >220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Peat Filer KNA BOSS) >150 mg/L ❑ Pretreated Effluent Monthly average SaridlGra Gra n E3 Weiland Y 9 ❑ Sanvel Fit ter ❑ Other. ( (OSS) 30 mg/L ❑ NA Soil Absorption System Fecal Coliform (geometric mean) _slo' - Ad In-Ground (gravity) ❑ In-Ground (pressure) ❑ NA At- Maximum Effluent Particle Size Uh in dia. ❑ NA El Grade [3 Mound ❑ Drip-Grade ❑ Other. Other: NA Other. ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Pump out contents of tank(s) CWWhen combined sludge and scum equals one-third (J3) of tank volume 13 When the high water alarm is activated Inspect condition of tank(s) • At least once every: ❑ month(s) (Maximum 3 years) ❑ NA 3 ® year(s) Inspect dispersal cell(s) At least once every-. ❑ month(s) (Maximum 3 years) ❑ NA 3 Ja year(s) Clean effluent filter ( At least once every: 13 Xf month(s) ❑ NA ❑ year(s) Inspect pump, pump controls & alarm At least once `every= ❑ month(s) ❑ NA P year(s) =1 16 Flush laterals and pressure test 'At least once every: - ❑ month(s) ONA ❑ year(s) Other. At least once every: ❑ month(s) ❑ NA 0 year(s) Other. ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and soil absorption systems shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or 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 soil absorption system 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 (pumper) 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:02 months, shall be performed by a certified POWTS Maintainer. A Service report Shall be Provided to the local regulatory authority within 30 days of completion of any service event 7 START UP AND OPERATION Page--4- of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chsrntcais or sediment that may impede the treatment process and/or damage- the soil absorption system. if high concentrations are detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use. Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these conditions is not recommended, as the excess wastewater will be=discharged to the soil absorption system in one large dose causing an overload that may result in the backup or surface discharge of effluent - and damage to the system. To avoid this situation have the contents of the pump tank removed by a Septage. Servicing Operator (pumper) prior to restoring power to the pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank. System start up shall not occur when soli conditions are frozen at the infiltrative surface. Do not drive or park vehicles over tanks or the soil absorption system. 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 treatment tanks and soil absorption system: adds, antibiotics, baby wipes, -cigarette butts, condoms, cotton swabs, degreasers, dental floss, diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat scraps, medications, oils, painting products, pesticides, sanitary napkins, solvents, tampons,'and water softener brine discharge. 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 s. SPS383.33, Wisconsin Adniiriistrative Code- All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. o The contents of all tanks and pits shall be rerftoved and properly disposed of by a Septage Servicing Operator (pumper). ® After pumping, all tanks and pits shalt 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 the time of their permit issuance. ❑ A suitable replacement area is not available due to setback and/or soii'limitations. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort ❑ The site has not been evaluated to identify a suitable replacement area Upon falkire of the POWTS a soil and site evaiua_ tion 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 TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY CIRCUMSTANCE DEATH MAY ` - RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE. ADDITIONAL INSTRUCTIONS: POWTS INSTALLER POWTS MAINTAINER. Name J',V E E o? 13 yd Name -Toga XE C~EL,r[E' ~K~r4irt Phone 7'/S e7e?- CG Phone <S G7,9-S~GG SEPTAGE SERVICING OPERATOR (PUMPER) - !/~ilJ/rilbrJ~ LOCAL REGULATORY AUTHORITY Name Name ~y- Litoix ~o. .zoNi.u1 Off/GF Phone Phone 713- 3 oft - 4!4 80 ,1I L LU O " °=p 0 Q-r 16 "0)aCL I~, I 0 4- 2 i Z v n c eca j.{ d _ ) Q ` a/ _ 4-A 0 01 LU o ~ v 3 as N a E w -C LLI m c a ® v o rn v w F ~i a ~ w c r' m° Y ° m C O i;~ryry v Fn to 40 -u C, ;i M m cd r= a Q ffi a. N N w a h .12 cy- d-J Q~ m o I~~ N uj o° o U y y 4- %n lid U i_ L v_ V O - - v w ON ® vcEa v Q~ ° z Q 4-4 E c al .~~a u w-G Q V Y _ ~ \V E r ` s m Q" rS v iy n+ 3 ~ ~ ~ a,o v o o c - c a 3 w e as V5L O C 4 T v to R Q. ~C R C N -2 -2 C M.2- i: N ° Mr- - aa o ri v _ t~~`"~.qJI v C O - n O L IIIDS ~9 ~ O v O H '6 ` =ri Y y Y re C..7 a c° Y v C at a v W o v « A Z; - o C _c _ > ~ C' Vl a c 0 0 ~ _ E i R C O N O~~ ~ V75 ~a to CL B. dj O v k v ~ £ ~ a3 5 ° c to E !~1 0 s 4..1 _ m L ow d ~ y H ti O. H Q v u S E W2 ~~.pp O a ai ~ Y 151 ~ 31 «I y m I m o. o L O _ i- ply tj 4-A rn~~ ~•.~r - w s .c ut ~ sza ~ ~ »L ST. C'ROIX COUNTY SI=PTIC TAI\TKMAL TENA vt i -~GR._1_,_`T1- T AND C7 'I'.r,l'Sl- ? CERTTFICATION FORM 11,:Buyerlte~_ St Mal ing Address 62( l rty Addres l I { ,'eritication required i'rotn Mannim, c ZID ing 1)e artnaent for new construction.) ;a A&m ' ^ ~ Parcel Identil~cat on Number 1)F C IUPTIO w rt Lo catio n Sec. 27, T 30"N R_ 10W, Town of.w .~U Vision Lot rti ed Survey t, -auty Deed Volunic Page Spec house yes L,ot lines identifiable yes no »YS TE 4 NIAINTF~N,-kNCE AND OWNER C,ERTIFICA IC)NT Irnproper use v r s _ =ntenance of your septic S _ , ] c Id result in its premature failure to handle wastes. Proper consists Of t It inn out the septic tank e,. t_y years or sooner, if needed, by a licensed pumper. ghat you put into n affect the fz~nt ~xc~n of the septic tank as a trea' cnt stage in the waste disposal system C3wner maintenance I are specified in Comm, 83.52(t) and in Chapter 12 - St, Croix County Sanitary Ordinance. h ovnier agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the oy . ter plumber, jouriuey an plumber, restricted plumber or a licensed pumper verifying that (1) the on-site: dispc,...l system is in proper operating condition and,'or (2) after inspection and pumping (if necessary), the septic tanI: is full of sludge. k ` v e ' d ' e _bo' requirements and agree; to its private sewage disposal system with the Commerce and the Departr . of Natural Resources, State of Wisconsin. a naintained must be completed and returned to the St. Croix County Planning I ttr.. it J cl oft ~e _y ~r expiration date. Uwe certify --t all statements on this Porn "re tru, to it of 3is ~,ur knowledge, I/we arnlare the owner(s) of the described above, by virtue of a warran4 eed recc.ded . R, ster oz Deeds Office. ,l}er of bedrooms W- SIGNA i R Ft OF APPLICANIT(S) ~ ~ DATE A rah>t information isrepresented rr y result in the sanitar,' _ -rniit being re, the Planning & Zoning Department. i application a recorded warranty deed from the R Deeds C)ffi nd a copy of the certified survey map if is ,-a«cl in the warranty deed. 1004445 BETH PABST REGISTER OF DEEDS CERTIFIED SURVEY MAP ST. CROIX CO., WI FOR NEIL SEVERSON: LOCATED IN THE SW 1/4 OF THE NE 1/4 RECEIVED FOR RECORD OF SECTION 27, TWP. 30 N., RGE. 20 W., TOWN OF SAINT JOSEPH, ST. CROIX COUNTY, WISCONSIN. 11/18/2014 2:17 PM N89'44'48"W 2656.94' NE COR. COMPUTED POSITION EXEMPT 27-30-20 REC FEE: 30.00 g' - CSM NO. 6059 VOL. 26 PG. 6059 c~~ O.U EOFI~U4 SEC.2 COPY FEE: 3.00 S ti "`~aaa~+oCiO,nn...o..,~ PAGES: 2 * Brandon W. LOT King S-2632 - ~1'_ I ~4yi C. S_M 0 3^ f LOT_ Eau Ga11e o 19 /2561 z OI I y WI I/ LLI I \L8-S u a I S~ \ 5Z49:4-2 COUNTY TRUNK HIGHWAY "E=. L_-.-.- _ _ I.-.._.-. S89 °°53'15'E 435.64' _ A 'T 931 °32'38"E 38.13 _ c2 CENTE IN _ 800°06'45'W 33.11' 5-F- 2T ih • - • - . - 497.88' 344.37' j SEWER HOUSE O 174,028 Sq. Feet 0 o O W I bo 7 I 3.9951 Acres L4 L5 f I { t L2 WELL JO OUT BUILDINGS p~ III BLOCKI8 0$ 0 o O N J $ x I. I r 1 ~J OI f ti ti' f N I I loll test rn J I I - pl J 6 I m I i I 1- ° ~~I ~ I ~I I J v - - - - - - z i i 680,614 Sq. Feet °o ? I I zf I 15.6247 Acres O I ~ I LINE TABLE g I r - - - - - JI LINE BEARING DISTANCE f -Co - I I 4 I pl (1-116),' L1 L2 N90-00-00E 267.04 I;I Ll N89-43-33L 75.00 f - 3_ I N~ L3 N16-18-15E 48.99 W 3 I - - - - - - d n! L4 N90-00-00E 9.08 r I $ L5 N79-49-02E 32.58 2 cV O J 1-. - L6 NOO-00-OOW 168.15 centerlinet 89°48'45"E 68.95 Z L18 NOO-14-27W 377.92 - - - (1-14) 4_ CHURCH_~S7_ u F 3 I ~ I `v Q 55 ~ I 3 I c$ THE BEARINGS SHOWN 2 0 d HEREON ARE BASED ON AN $ GJ ASSUMED DATUM. THE I z D~ NORTH LINE OF THE NE 1/4 BLOCK 19 ~.t•~1 OF SEC. 27 BEARS N89°44'48"W. - - - - ' / - - - OWNER: NEIL SEVERSON 89°57'50"W 32.28' " 69 CO. RD'E' HOULTON WI 54082 (Lt 3) W $ LEGEND S DENOTES FOUND SECTION CORNER MONUMENT. DENOTES PLACED 3/4' BY 18' IRON 0 200 400 600 O ROD WEIGHING 1.503 LBS. PER LINEAL FT. UNLESS NOTED. O DENOTES A FOUND 1' O.D. IRON PIPE. (RA:) RECORDED AS. (SEE TABLE PAGE2) 1'-200' SCALE IN FEET. BRANDON KING LAND SURVEYING, LLC N324 COUNTY RD D EAU GALLE WI 715-639-5243 PAGE 1 OF 2 PAGES BKLSLLCOGMAIL.COM Vol 26 Page 6059 St. Croix County 1004445 Page 1 of 2 6355?4 ~f KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI STATE BAR OF WISCONSIN FORM 3 - 2000 RECEIVED FOR RECORD QUIT CLAIM DEED 09/28/2006 03:30PlK Document Number QUIT CLAIM DEED This Deed, made between MARY M. GILBERT, a married person I_zlEW~T # conveying non-marital property in her own individual right and MARTHA J SEVERSON a married person conveying non-marital property in her own REC FEE: 13.00 individual right, tenants in common, each as to an undivided one-half interest TRANS FEE: 200.10 Grantors, and MARY M. GILBERT. MARTHA J. SEVERSON and NEIL COPY FEE: CC FEE: SEVERSON, to each an undivided one-third (1/3) interest as tenants in common PAGES: 2 Grantees. Grantors quit claim to Grantees the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): SEE ATTACHED Together with all appurtenant rights, title and interests. Recording Area Name and Return Address Attorney Barry C. Lundeen 110 Second Street Hudson WI 54016 030-2043-90:030-2044-40:030-2044-60:030-2049-10: 030-2050-40: 030-2050-50 and 030-2045-30 Parcel Identification Number (PIN) This is homestead property. Dated this /O day of September, 2006. 67. *Mar M. Gd ert *Martha J. Severson V AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) Marv M. Gilbert and Martha J. Severson ) ss, authenticated this day of September, 2006. St. Croix County ) Personally came before me this l &day of September, * 2006 the above named Mary M. Gilbert and Martha J. Severson to me TITLE: MEMBER STATE BAR OF WISCONSIN known to be the person s who executed the foregoing instrument and (If not, authorized by § 706.06, Wis. Stats.) acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Barry C. Lundeen 110 Second Street Notary Public, State of Wisconsin / Hudson WI 54016 My Commission is permanent. (If not, state expiration date: Vjla (Signatures may be authenticated or acknowledged. Both are not necessary.) ) Debra A. Shearer Notary PUbfic we of W"Onsh, *Names of persons signing in any capacity must be typed or printed below their signature. QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM No. 3 - 2000 1 of 2 ATTACHMENT TO WISCONSIN QUIT CLAIM DEED GRANTOR: MARY M. GILBERT and MARTHA J. SEVERSON GRANTEE: MARY M. GILBERT MARTHA J. SEVERSON and NEIL SEVERSON Legal Description: Parcel 1: The NW 1/4 of SW `/4 and W `/z of NE 1/4 of SW '/4 of Section 26-30-20. The E'/z of SE `/4 of Section 27-30-20, except the following, to-wit: Beginning at an iron pipe monument set at the SW corner of said tract, and running thence E along the S line of said tract 238.8 feet to the intersection of said S line and the Wly line of the Hudson and Houlton Road; thence NW along said Wly line of said road to the intersection of said Wly line with the W line of said tract; thence S along said Wly line 382.9 feet to the point of beginning, containing 1.04 acres, more or less. All that part of Lot 4 in Section 27-30-20, described as follows: Beginning at the NE corner of said Lot 4; thence S 20.31 chains to the SE corner of said Lot 4; thence W along the S line of said Lot 4, 5.88 chains to the line of the Hudson and Houlton Road; thence Nly along the E line of said road to the N line of said Lot 4; thence E 15.93 chains to the place of beginning. The W %2 of the SE %4 of the NW `/a of Section 26-30-20 EXCEPT the North 328.12 feet of the East 160 feet thereof. Parcel 2: The SW `/4 of NE `/4 of Section 27-30-20, except the following, to-wit: Commencing at the NW corner of said SW '/4 of NE'/4 of said Section 27; thence E 26 rods; thence S 47'/2 rods; thence W 26 rods to W line of said 40; thence S 3 rods; thence E 28 rods; thence S 29 `/2 rods; thence W 28 rods to the SW corner of said 40; thence N 80 rods to the place of beginning. 2of2 _ .tt tr ' N i ; ~ O I I ® 11 I 4..~ I I I i .1~ I I I +Y I I 0 j o zl ~ I i I I I __71 I I - v \ti OL CA I IIIII~fN' I ± I I 4 --i N i s I = I ~ I - l QUA I 4 ! I z N I a , z. a 7 o a I;L - N ~ V N O I = N P C_ 1 I ~ N I I V O N S' i I N 4 0 I 4- -4 r I ~ m,~ y II i I ~ II ~ N. 7-K 771;v 0 and o ~ ' ' ~ t z 0 I J ~ I ~ ~ I ~ C O I ~ o:e I ~ ~ A . 3 A I ~ d A 4 I I o { I - 0 lu j n4_ i I N O ( I 's mmmmn aA~~ I ' V ' w O i :7,00. r J;7 ~ I vti ti I I ~ I ~ al I I I I a I I o J I I K I I ( I ~ f f b 1i ~t" `ik. a , s. . ~ ~ " . T.~~ ~ R ~ a r~ ~ r6 i v b` 2 f r~ M1' ~ ~ ~r w, _ . ..M t Property Owner E /I- d~il o.J Parcel ID # Page W of ,3 Bor BorhV F3 # ® P itt Ground surface elev. 970 ft. Depth to Err VV factor > 00 in Sod Application Rate Horizon Depth Dominent Color Redox Description Texture Strcrtrre C Roots GPDIIF in. Munsell Qu. St. Cont. Color Gr. Sz. Sh. " Eff#1 -Eff#2 oY2 JIA S A41 o x 3 1 5 6 .2 'n Shk 'v a ~b - oo e r2 S f G Pd Ground surface elev. 9 y / ft. Depth to uniting factor > 00 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. MunseU Qu. Sz. Cont. Color Gr. Sz- Sh. -Eff#1 '0102 l a- 9 o rx .3/a - .5 l o s y- G o a -,7 o Ya - S// 6 n as y yy-/oo a Yn. Sd - f 04 - a74 1o As Boring # BorkV F-I S Pith surface elev. ft. Depth to 6rniting factor in. Sol Application Rafe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots CPW- in- Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -EfM2 * Effluent #1= SOD, > 30 < 220 mgH- and MS >30:S 150 ffv& ' EfBuent #2 = BODS 130 ffq& and M :E 30 ffq& -''.'V'9 is ,f senx330(mm/13) Wisconsin and Professional Services A DMsion of SOIL EVALUAATION REPORT Pn / of 2 3 201 in accordance with SPS 30, virus. Adm. Code y AttaChQAfrplete b?( less than S 1/2 x 1 i inches in size. Plan must 3 1" a x include, 3 horizontal reference point (BM), direction and Parcel I.D. ) peroe~(t umensions, north arrow, and location and distance to nearest road. 30 Z - Gx - ;OMti'`UN Please print all inforntadon. ~~ewed Data personal informeNon you provide may be used for secondary purposes gmvaq Lair, s.15.04 (1) (m)). 3 Property Owner Location , i. C" L _ Y Owner ' GZG' /L 6 a- -A GovL Lot y „f4)114 A),F 114 S T d N R ad Jir( SPY ms's Maiflng Address r~ ~r Lot # Block # 6 9 co. o, E a _ CRY State Zip Code Phone Number 99* a LPgTovmJ Nearest Road rt. m off ra,~ GJI SYogg ( > R~~ r a o s E~.+~ 41 Lo. o. Ig New con on t/selZResidential / Number of bedrooms ,?-3 code da wed design tiow rate .?oa - yso GPD Replacement n Public or commercial - Describe. Parent material SIL r Y S"I^ff o r o ud"a SA,ao f- G a.e oet Rood Plain elevation N applicable ~rlA ft. General mce meats ns: ~•r~Liiourp e'dWUr.Jrio,r,rc y~.~/bra Zo,4s>.,C A Wr - a~e.J , 4,1,-r ,~iEzp/ y% S<oOE~ ~lELoryrlEa'D SYS. Er. ^ 3,0 ~r ZO "/Q&"boaJ 44.406 y F 71 Boring # a Boring Pit Ground surface elev. 8. / ft. Depth to liniitlng factor >14.0 in. ® Sol Awkdorv Rate Horizon Depth Dominant Color Redox Description Texture Stnxtum Consistence Boundary Roots GPQffl in. Mulled Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '121102 - 9 ip YA -?/a - S/ 0? M A. as G 40 'y I, a 9-.?o? is Ya / 3 7.7- o o Y l - a sbk w - 8 y vo - /oa o Ya s/6 - f / - - ^o~o% lac /lAErJ TS nJ - 4 F-Al Boring # ❑ Boring Pit Ground surface elev. 9' Y 8 ft. Depth to lirr&V factor >/6 o in. Soli Appkabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Corsistence Boundary Roots GPDW in. Mtnsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etl#1 `Etf#2 ! O-O /0 YA3,2 - I rs 45 u - .o o 3 zx 3 G 3 3-vo oYa I Y - 02 ,•r 4A 0 oa o Yti s 6 - S t r JLJ l - _,7 `aR ✓4" S°~o /Loc✓~ FAA r~1'arS ` Effluent #1= BOD > 30 5 220 mg& and TSS >3D :s 15o mg/L Eftjx4 #2 = BOD 130 mglL aril TSS < 30 mglL CST Name (Pft) Michael J. Hsssett ft'lature CST Number Address EAU Claire, WI 54781 Date E ~Xled Telephone Number 715-834-8610 715-5774383 CST, WRS-224974, D-1152 sBn-8330(Rm/13) r Wismar Departrnent of Safety and Professional Services Divisiotr of Industry Services SOIL EVALUATION REPORT Pale / of 3 in accordance vdih SPS 383, Wis. Adm. Code sr- 6,x Attach complete site plan on paper not less than 81/2 x 1 i Inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Panes I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please ptirtt all lmformatfort. I ROVWZV- 'Y_J~ Date Personal inronnetron you prcvda may be used nor secondary purposes (Pnvsq,, Law, s.15.04 (1) (m))• 1 13 `f PropertyOwner PropertyLocatiorr is ~O S-, J GOVL LotY .Sw114,,, 914 s -1 T D N R a6 Property Owns Mang Address Lot # Blom Stred:-Planre or G 9 LO. Dr G Cit. _ Stye Z10 Code Phone kffrV er O Mrt Nearest Road (C 101 1 /maw ra✓ wI sfw-A ) Al^jr i o s EAN 4 9 Lo. e. E ® New Construction use jZ Residential I N m*w of bedrooms d- 3 code derived demon flow rate 204 - yso rPo Replacement n Pubic or commerciW - Desch Parent material Slz / Y r o urn. ,SA.ao k.4 aAaga Flood Plain elevation if applic:abte AM fl General CDnw*Nft z and rexormnendations ~•uG R au ✓O Ea.✓ u d.,1 s~o w/.I c ~o~ rSJ 9~~//f r co Aa , a ar fAJte, f'/~tDl y`7c <SLaOE~ /1EGo~y~E,vD ,SrS. Et. Jt go ►QEto&J L4AOE F _/1 Boring # a Boring Pit s<rrface~+• 8. / ft. f>l~tlt to Ii,rMing facdor >/a o in. Sal Amkation Rate Horizon Depth Domes Color Redox Description Todure Structure Consistence Boundary Roots GPDfif in. Mansell ilu. Sz. ConL Color Gc Sz Sh. 'EB#4 'Eff#2 ioYR a - as a~f G ~o ,Q -.?R /a YA / SJI A ct s 61- as 1.4 .4 3 a- o o r l 'R m sbk w - .4 8 h/ ve -loo r'& s16 - F / - - .7 /Z ~f AA✓d llao A.A4 TS w a Boring # 0 Eloring ® Pit Ground surfaceelev. 9'1 8 % Depth to Urniting factor >106 in. Sod Application Rabe Horizon Depth Dominant Color Redox Description Texhue Structure Corsisbence Boundary Roots GPDW In. Munseli Qu. Sz. Cont. Color Gr. Sz Sh. 'Effl):1 'Eff#2 -/4 /G Yit 302 - I PS 4 5 . Q /0-a3 m ,3 3 3-vo ora y - oq Ps Lk 4c6! - - oa a Y,t S 6 S t 1 - A/ .7 LIIArEc ' Effluent #1= BOD > 30 < 220 mg& and TSS >30:s 150 mglL B%W 42 = BCC < 30 mg& and TSS 30 n V& CST Nam (Please P" Michael J. Hamett Signature CST Nunt r ndd<es Eau Claire, WI 54701 Data r Telephone Nnurnber 71548344610 715-577-4383 CST, MFRS-224974, D-1152 s»4330(=/13) Property Owner E /L EverR Parcel ID # Pam e? of 3 BorkV a ~ Pit Ground surface elev. 7 O ft. Depth to &rfg factor Da in Sod Awka*m Rate Horizon Depth Domirtapt Redoz Descriplon Termxe Sur t" Cor rce Boundary Roots WON In. Munsell OU. Sz. Cont. Color Gr. Sz. Sh. *EO1 TIM / o- oY2 - n n s /L/ - -10M 3 1 S . Z4 S 'Vie, -q 3 /8-3a o roc s/ in '641 O- oo a YR, - 4" - Y I ~ /s-as 70 6o O' 9z' 41 cqlz Boring 0 Boring Pit Gmurld surface elev. f y / tt Depth to farti ft bCpar > /o in. Sod AppIcation, Rate Horizon Depth Dorninant Color Redox Description Texture StruOure C ce Boundary Roots GPDIN in. Munsed Ou. Sz. Cont. Color Gr. Sz. Sh *Etf#1 TWO2 0 9 o rR ~/a n n G O a - 4YA 3 - S// d? v Lk .4 .,e ^ s YA( - c yt l 6k r►^ . - 8 y 'Y- oo -414 Y G do 1o n,r cl .Y- y soft ❑ # hound surface elev. R Depth Pit to in. Sod AWhcatlon Rate Horizon Depth Dominant Color Redox Din Textiue Strurxuns Consistence Boundary Roots In. Munsell CkL Sz. Cant Color Gr. Sz. Sh. TOP! *Eff#2 * Effluent #1= SODS > 30 < 220 nVL and TSS >30 150 mq& * Effluent #2 = SOD,,< 30 mg& and TSS 130 rrgI ar. o o •C H H H z t"4 L=f C3 ea ~ H Z x° (A st, o • ' v ~ \ 4f `C 00, o ~ a o x y a Op ~ 1 n ~ (a r Q u ~ ~ ~ p rvrvv~-~ ~ T ♦ ♦ e N ^ b to T ~ G Q VK t n ~ A O a'. a f1 O Z n fi ~ a n o (W a A ~ o A o I W 7 ~