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HomeMy WebLinkAbout020-1450-14-050 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 592201 GENERAL INFORMATION 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: Tim Noe TOWN OF HUDSON- 1 020-1450-14-050 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 16Z 113 #14-- VY\ 22.29.19.2884B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER F' 4 "7 CAPACITY STATION BS HI FS ELEV. Septic /Qa Benchmark Z , •6 far 3 AZ . 13 r1l Dosing S ` Alt. BM_~- ~O 00 I'Ack Go ~ / Z,. ~ d 3. Z r t Fr 1 Bldg. Sewer p 16Z Holding St/Ht Inlet D *3 1,00 TANK SETBACK INFORMATION St/Ht Outlet Af► CI 9-. '73 TANK TO P/I, WELL BLDG. Vent Air I take ROAD Dt Inlet \ 11 1 `4-16, Septic 7 6b W / Dt Bottom \ Dosing Header/Man. a. `7 7 Q r Aeration Dist. Pipe qyr 73 O Holding Bot. System r •3, • O T Final Grade PUMP/SIPHON INFORMATION 7,6 "171 Manufacturer Demand St Cover / GPM . L /63. Z Model Number TDH L' Friction Loss System Head ` Ft Forcemain la. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DI ENIVI SIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 /l Z -C.~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufactur INFORMATION Type Of System: CHAMBER OR Model Numb 7 6 yb o~ A- a DISTRIBUTION SYSTEM 2.-14'Z, -7 f' v5 Header/Manifoly IflDistribution ix Hole Size ix Hole Spacing Vent to Air In ke Pipe(s) Length Dia 14 Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of 7 Seeded/Sodded ruIched Bed/Trench Center Bed/Trench Edges Topsoil , ~s L] No Yes El No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 621 ROBERTS LN t~ / 1.) Alt BM Description = 5tf I 1t&~ G Wcv~~S 4- /Ocl S O q 2.) Bldg sewer length = 6111 S - amount of cover *4 2, 11 6v%- J Q Plan revision Required? ❑ Yes ><No ~,j Use other side for additional information. J ] 1-7 Date Insepctor's nature Cert. No. SBD-6710 (R.3/97) S V do~b -1~cS County t {F1 Safety and Buildings Division t K 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to e lied in by Co.) 1 ~P Madison, WI 53707-7162 -61 Sanitary Permit Applicatiol ion NXA- is In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the r.....utal unit required prior to obtaining a sanitary permit Note' Application forms for state-ow,rea POWTS are submitted to Project Address ( different than trailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secon purposes in accordance with the Privac Law, s. 15. 1) m), Stats. L Application Information - Please Print All Info 'on Property Owner's Name Parcel 4 cq;1 0-> Property Owners Mailing Address Property Location r ` ° L - ~ elt,~ I Govt. Lot City, S Zip Code Phone Number Section ~s r.- T•_N; RE W II. pe of Bui)ding (check all that apply) ; Lo r; or 2 gamily Dwelling - Number of Bcdroo Subdivisiotj `ame ) Public/Commercial -Describe Use "1~'`- ❑ City of ❑ State Owved - Describe Use 'C/SM -Number / /~(aQ ❑ Village of P t Z? 'i'Z Y t I ! • u wn of JR. Type of Permit: (Check onl one box on line A. Complete line B if applicable} A' ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only 0 Other Modification to Existing System (explain) B- ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued f Before Expiration Owner ZAI T P-I i .L IV. ofPOWTS System/Com onent/Device: Check all that apply) Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil C Mound < 24 in. of suitable soil G S ❑ Holding Tank er Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Trea ent Area Information: Des' Flow (gpd) Design Soil Applicati on aze(gpdsf) Dispersal Area Raquirl {sfl/ Dispersal Area Prop sed ( S n n , VI. Tank Info Capacity in Total it of Manufacturer Gallons Gallons Units a U New Tanks Exmun Tanks Ir A* 1 /NA. 1 U m " vz~ C% Septic or Holding Tank i j Dosing Chamber VII. Responsibility Statement; t, the undersigned, ass esponsibiiity for instaII2 i of the POWTS s own on the attached plans. Plumber's Name (Print) Plumb gnat're-, MP/MPRS Number Business Phono Number Plumber's d4;ss (Street, Ct te, Zip de) ountv/De artment Use Only 'sapprove Permit Fee Date Is ed , w Luna. t Signature Approved iy eason for Denial p I~~~ w IX Conditi ~3rp{ro a~sopg.~ slapproval 3) ~O p ark, el a n! ii A, / f tiisper cell t1St all be lic ~s ! ntt int~:r:e5 p er iMragement plan provided by plumbee. . Z 4M•IUL 1.981f1tc_1116Cj ~a-'afiL+ &D OW flq.'JIN I COdd / Lrdri lm"S. Attach to complete plans for the system and submit to the County only on paper not less than 8 is 111 inches in size SBD-6398 (1L 11/11) System PLOT PLAN PROJECT Tim Noe ADDRESS 621 Roberts Lane Hudson Wi 54016 NE 1/4 SW 1/4S 22 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 93.0/92.5' 5' below grade 11/30/16 BEDROOM 5 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000/630 LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 1 091 # of chambers 54 BENCHMARK V.R.P. Top of 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Scale = 1/4" = 10' Vent To Roberts Lane >6" Quick4 Standard All piping shall be ASTM SDR 30/34, withi Leaching Chamber 10' of tank, piping shall be ASTM F891 Cover with 20.0 ft2 of Area 5.6ft^2/pair ofC~ psi 12" C!!~' 643' Property Line 4' Long Q 34" Grade at Syste Elevation ~B o 5 House 0' Huffcutt Combo Septic Tank 30' B-2 98' B-1 B.M.* Vents Q 96' 2-3' X 110' cells with >3' spacing B-3 5% Slope 263' 60' 273' 228' 197' 11 42' 54' 102' Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 11/30/16 Owner:Tim Noe Location: NE1/4 SW1/4 S22 T29 N,R19W 621 Roberts Lane Hudson Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross tion 4-6. Maintanance d ontingency Plan 7.Filter Cross Se Signature License u r#226900 System PLOT PLAN PROJECT Tim Noe ADDRESS 621 Roberts Lane Hudson Wi 54016 NE 1/4 SW 1/4S 22 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 93.0/92.5' 5' below grade 11/30/16 BEDROOM 5 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000/630 LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 1091 # of chambers 54 BENCHMARK V.R.P. Top of 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Scale = 1/4 " = 10' vent To Roberts Lane >6" Quick4 Standard All piping shall be ASTM SDR 30/34, withi& Cover Leaching Chamber 10' of tank, piping shall be ASTM F891 with 20.0 ft2 of Area 5.6ft^2/pair of end caps 12" 4' Long 643' Property Line 34„ Grade at System Elevation Pro 5 Bedroom House 0' Huffcutt Combo Septic Tank 30' B-2 98' B-1 B.M.* Vents 96' 2-3' X 110' cells with >3' spacing B-3 5% Slope 263' 260' 273' 228' 197' 11' 42' 54' 102' Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 98.0' Vent G rade Vent 3' 4" 3' ,A ~~30/34 Septic Tank " 5' Long 1 5' S' Long 1 Grade at System Elevation 3 6" Grade at System Elevation Spacing- 5' 2-3' X 110' Cells Same on other end Observation tube/Vent At end of cell A B 27 chambers per cell System elevations: A-93.0' B-92.5' POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity al ❑ NA Permit # Septic Tank Manufacturer ❑ NA 3ESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ~r ❑ NA Number of Public Facility Units A-.NA Pump Tank Capacity al INA j Estimated flow (average) al/day Pump Tank Manufacturer Design flow (peak), (Estimated x 1.5) 7S allda Pump Manufacturer NA Soil Application Rate ' aUda /ftZ Pump Model Standard Influent/Effluent Quality Monthly average* Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) <220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) :5150 mg/L ❑ Disinfection ❑ Other. Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODs) 530 mg/L n-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/LPlP ❑ At- rade ❑ Mound Fecal Coliform (geometric mean) 5104 cfu/10flm1 ❑ Drip-Line ❑ Other: !Maximum Effluent Particle Size in dia. ❑ NA Other ❑ NA Other. Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent Other ❑ NA IAINTENANCE SCHEDULE Service Event Service Frequency (Inspect condition of tank(s) At least once every: month(s) (Maximum 3 years) ❑ NA ear s Pump out contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume ❑ NA (inspect dispersal Dell(s) At least once eve ❑ onth(s) ry: ear(s) (Maximum 3 years) ❑ NA 1--lean effluent filter At least once every: / ❑ month(s) ❑ NA I ear(s) NA Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ year(s) {=lush laterals and pressure test At least once every: ❑ month(s) 11 NA ether. year(s) At least once every: ❑ month{s} ❑ year(s) NA 1?ther: i 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. 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 ixmbined sludge and scum and to 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 i-eguWory authority. When the combined accumulation of sludge and scum in any tank equals one-third (X) or more of the tank volume, the entire contents of {:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. INI other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, land any servicing at intervals of 512 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. Page of START UP AND OPERATION other chemicals that For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of tho 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. will bp During power outages pump tanks may fill above normal highwater levels. When power is restored the excess waste went. discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge 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 POVVTS 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 POWM: antibiotics; baby wipes; cigarette butts; -condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat foundation drain (sump pump) water, 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 falls and/or is permanently taken out of service the following steps shall be taken to insure that the system is propefly 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 fads 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 systelm. he replacement area should be protected from disturbance and compaction and should not be infringed upon by requirled setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the neled for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rule;{ in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POW TS technologW 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 sal 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 infittralive 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 TAN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OP A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name 5A Name a _ Phone - j Phone 1), ! ~~J l 211- SEPTAGE SERVICING OPERATO PUMPER LOCAL REGULATORY AUTH Name Name < Phone Phone / j~ and 383.54(t This docxarient was drafted in compliance with chapter SPS 383.22(2xb)(1)(d)&(f) an (2) & (3), Wisconsin AdminWiative Code. 7-7 p' ~rTy - ~ ~ tt I ~ ff i I _Q I P O I i +--Y jg,%&7 r' { a t 3 ~ ~ J ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer A,_- f ~ 3 Mailing Address l~ Property Aadress (Verification required from Planning & Zoning Department far new construction.) City/State Parcel Identification Number LEGAL DESCRIPTION Property Locat[onpt Y. ,<-'/a , Sec.- , T N R W, Town of lAzt Subdivision , Lot # a -0 Certified Survey Map # , Volume , Page # _ . Warranty Deed # / i) J , Volume , Page # Spec house yes Vo Lot line.- identifiable y 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, d 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 & Zonhmg 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 fail 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 this form are true to the best of my/our k:aowledge. Uwe am/are the owner(s) of the property described above, by virtue of deed recorded in Register of Deeds Office. Number of b SIG A 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. 08105) 5 `A,' 3 ! 3~N3©IS3N 3©N Y Ia-7, INN W11 t.; f x~' S r } ia3 9 Y lilS 1jN Ni y. 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F~l ( 1?j~~1¢ 1 to ,ti ~ r - a s$ u t P R q w~~ ` y~ y / yj~ j s 's 1i~f(Y rf JA~t .q tt1 S x" s a~N3oIS~~{ Y IS~C3.+'~ W11 1 6 IFJJ t i9 ~C t a ; ¢ ~ j ° d awe Axvduoo aasa-nro y , tsFt ta,~~~~x ~f ' ~ y ~ ~ , w J ~ ~{'t~ J' ~ O U !U J - - r -IF I PiS3 , P i z .amrs,npalamm " ~y - 8 Q ` Q 9 fY Y f ° i ~ i it?~ 111 E! 3 E :l . 1 1207 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed By r D t Personal information you provide may be used for secondary purposes (Privacy Ow, s. 15.04 (1) (m)). ~ L; Property Owner Property Location Grand Properties, LP Govt. Lot NE 1/4 SW 1/4 S-,-2; T 29 NR 19 W Property Owners Mailing Address: Lot # Block # Subd. Name ~SM~#/ X 712 Rivard Streeet, Suite 300! t~udson Est to City ate Zip Code Phone Number + City Village ✓ Town Nearest Road r L Somerset . 54025 715-247-5900 Hudson Roberts Lane / New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Plain Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system. Possible system elevation for Area 1 is 94.3'. Slope is 500, c' 5,1" 1 d ov ❑ Boring # Boring 1/ Pit Ground Surface elev. 97.98 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft I *Eff#1 *Eff#2 1 0-12 1Oyr3/3 none sl 2fsbk mvfr as 3m,2f .6 1.0 2 12-24 1Oyr4/6 none Is Osg ml gw 1f .7 1.6 3 24-44 1Oyr5/4 none grs Osg ml gw .7 1.6 4 44-98 1Oyr5/6 none s Osg ml - .7 1.6 tI ~ Boring # Boring Pit Ground Surface elev. 97.98 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff##1 *Eff#2 1 0-10 1Oyr3/3 none sl 2fsbk mvfr as 2m,2f .6 1.0 2 10-23 1Oyr4/3 none I 2fsbk mvfr 9w 2f .6 .8 3 23-33 1Oyr4/6 none I 2msbk mvfr gvv .6 .8 4 33-96 1Oyr5/6 none s Osg ml .7 1.6 3 I' * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 50 m * Effluent #2 = BOD5< 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: e _ CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 4/13/04 715-247-2941 Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 :3] Boring # Boring Pit Ground Surface elev. 96.16 ft. Depth to limiting factor 97+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-18 1Oyr3/2 none sl 2msbk mfr as 2m,1f .6 1.0 2 1843 1Oyr5/4 none Is Osg ml gw 1f .7 1.6 - - - - 3 43-97 1Oyr5/6 none s Osg ml - .7 1.6 ❑ Boring # Boring 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/ft2 *Eff#1 *Eff#2 ❑ Boring # Boring 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 P *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -S_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. Page 3 of 3 Conducted by: Conducted for: Schmitt Soil & Site Evaluations Name: Grand Properties, LP Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suite 100 1595 72nd St. City, State, Zip: Somerset, WI 54025 New Richmond, WI 54017 Phone: 715.247.294 Subd. Name Hudson Estates Lot No. ZY /V 1/4, Se-J 1/4, S: 22, T 29 N, R 19 W Township of Hudson BM El. 100.00' T /11~''1~ :l e-- Alternate BM V" Slope = % Contour Line El. Scale: F'= 40' oo% ' 273` f )171 ,ri y + V3' This soil report was done to fulfill a Zoning requirement. It may or may not be in a location that is suitable for your use. No permanent lot markers were in place when the test was conducted. i Lir**ZO '~-XRM S ~ r ~ PROPERTY OWNER: Grand Properties LP SOIL AND SITE EVALUATION PARCEL I.D.# 1205 page ~ of ~ Tom Schmitt REPORT MEMO Discontinuous silt inclusions were observed in 131 with redox features. The redox features in the silt are present because the smaller particle size of silt holds onto the water stronger than the surrounding sand, it even has a stronger hold than the force of gravity trying to pull the water down. The water that flows into the silt inclusion will not seep out until the silt inclusion is completely saturated and cannot hold any more, then the force of gravity can start to make the excess water start to flow. This is why redox features (mottles) are present in the inclusion. The outwash sand that the silt inclusion is deposited into showed no signs of seasonal saturation or high groundwater. INSTALLERS" When a ilt inclusio (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More chambers shout be added to the end of the trench in sand to make up for the lower gpd/sgft rate of the silt. This way the 0.7gpd/sgft rate of the sand can be used and the system is only enlarged as needed. j c-Qua- Lef c s ay L `t- s C a 'lam w S i S -e- ` fQ asp ~~=~5 PROPERTY OWNER: Grand Pro rties LP SOIL AND SITE EVALUATI 1205 Page of 4 PARCEL I.D.# - Tom Schmitt REPORT MEMO Discontinuous silt inclusions were observed in 131 with redox features. The redox features in the silt are present because the smaller particle size of silt holds onto the water stronger than the surrounding sand, it even has a stronger hold than the force'of gravity trying to pull the water down. The water that flows into the silt inclusion will not seep out until the silt inclusion is completely saturated and cannot hold any more, then the force of gravity can start to make the excess water start to flow. This is why redox features (mottles) are present in the inclusion. The outwash sand that the silt inclusion is deposited into showed no signs of seasonal saturation or high groundwater. INSTALLERS** When a ilt inclusio (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More chambers shoul be added to the end of the trench in sand to make up for the lower gpd/sgft rate of the silt. This way the 0.7gpd/sqft rate of the sand can be used and the system is only enlarged as needed. S i t~✓~~%A c tw~Stti .e-.tiC ¢~n~ C~12 Cl- CA.- La4-f -1 0- -T~'`S ~5 r