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040-1271-30-000
0 $ ?) r 7 o co� . § \ � A )/ § 0 ££/ ° 0 9 2 ®§ 2 Q p-4. { ± ` CD D) J © j§ /$ # o & G k ! S / k i § / \ ; co 0 \ k / § 0 0 � @ @ R =� q = > \ K S \ 2 @ y E % (D \ \ \ E a CL §: 3 \ \ \ } C/) \ § / C @ 0 \ / m / \ \ o r ca CD i\ R% k / • "IRA. � % I. C i ■ ■ \ § 7 T 0 ° o \ CL u {r § E CD # OL r � z z k \ E o g >> a I\ £■ CL 7 7 7 0) E] ƒ 0 ja � § @E e ƒ \ ) (a \ w ch o E U) E / & @ C \m z} 2. \ G o N E > m m / ƒ 0 f CD \ 7 o= ° Ln (n 7 z S CA) % j ® � \ ƒ2f 9± [�k&k § \ Rd = $ §k l /} / \ 2(ƒ u m a 0 cn j [(n § § (K\ 2 fk? t . 2±§ \ ¥ / \2 � �} \ 2 ; \ 0 \ CD � § \ % \ } \ , \ k Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: I A INSPECTION REPORT 430539 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide rnay be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ��5'Z = T�W1S. / D •# Permit Ho d "�' City Village X Township Parcel Tax No: Kith Troy Township 040 - 127 -30 -000 CST BM Elev: f Insp. BM Ele : BM Description: Section/Town /Range /Map No: P�.O bp.p CST g 20.28.19.1500 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark zFF (5 t!o0a 1 SO ( °� >D 3 V Alt. BM W f-t 5 6V- D64X —+ sa Bldg. Sewer 12.20 _ Holding St/Ht Inlet IZ 60 t 88'- go TANK SETBACK INFORMATION SUHt Outlet 12. So �- io TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �Z.q .( Septic I _ Dt Bottom A, .3 0 SS 12. t t Dosing , SM 3�� Header /Man. 2, 3o qp �r Aeration Dist. Pipe Holding Bot. System TT 2•. c I 7 O R6• r Final Grade u PUMP /SIPHON INFORMATION / 4 ,;U Le �� ( .+- CA44W -04 - 4A Manufacturer IN Demand St Cover GPM odel Number Lift Friction Loss System Head , TDH Ft / 1 � 12. v $ (•S 3 (0. SID 20 .1-1 orcemain Length I Dia. tl Dist. to Well / 0 2 1 ABSORP ION SYSTEM BED GN Width I Length I o. Of 7 s PIT DIMENSIONS No, Of Pits Inside Dia. ENSIS O SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACRMG Manufacturer: INFORMATION CHAMBER Type Of System: � t � ^� U DISTRIBUTION SYSTEM ( {' L_ (, M �.. Header /Manifold Distribution rr x Hole Size x Hole Spacing Vent to Air Intake I I Pipes) Length 2 Dia _ Length �+�ia I Z Spacing 2 ' l U .G • U? SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil - I J Yes N Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: 9 r� l N 3 i Inspection #2: /� Location: 449 Windy Hill Road Hud o n WI 54016 (NE 114 NW 114 20 T28N R19W) Troywood Lott 4' Parcto.1500 1.) Alt BM Description gc,QS�ii !� 2. Bldg ewer length 9 9 tt, - amount cover = aAO Ju,&&A- 07t/� 5 Plan revision R for a inform n�`NO !_ — �� ,� _ -_ � -- __ - -_ _ -_— �' � � -4a t 7 S6710 (R.3 // �� Insepc ors Signature Cert. No. 1 ■,Soy /¢i/a�i�cz�E's� ♦ E/tda-6 \ • /oca.�d prop. sta.Se W;ncl�l "N I \ ald ,cot,z fNa.t a e Troy ") id \ O Q� OPY a ara.�g w P 6 o Ruf- (35 R^oPO--ad t.� >i e5tr c. ��O /( �a0 Cnmb,naf.i,, WA ro 5 ►Koccn d a { S ' Q' / e�Ficur� �•"r� �Ybrrl .4 - ,�x f / . oLSX wl S X �di-50�er3 ('j I /C % l 'f Sc1..d0 atiC, CFf /utn 1 %ate. ali36'idK.�ior1 �gEQ.rw /$Q'� .0 // i/i!zz' " orl�; / _.,,Proposed w;e.scr / l wt,P 7su MR, pic.,rp s� cod at 2.68: / ,ti i Z / �0 1 I l Benc1, Top of /off / 1 1 6taXe. ss urn.ed /af . Elev :89,20' s 8 .SL' � o-r 9 95,v 9� q7- Nvi ) Safety and Buildings Divisio tY 201 W. Washin n v i Ql� 0 1 x sconsin Madison, 1 53 52 San tary Permit Number (to be filled in by Co.) De artment of Commerce (� 261 -6546 T 3053 Sanitary Permit Applicati n Stat PI I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal into at you p" may jdke S l Y I/ l be used for secondary u Privet Law, s15. I m Pro' t Address if different than mailin address �p � Y x) zcNir�� ort -��,� � ( I. Application Information — Please Print All Information C: Sao Property Owner's Name Parcel # Lot # B o yn --1271 • Z �° C Y P t✓l C f G4'�t' r-� 30— ova z y Property Owner's Mail" g Address Property Loc ) / � � 'b, /P y`� y., Section City, State � x Zip Code J Phone Number / PQ I /Yllti + 7 cucle e) I TT pe of Building (check all that apply) S ►vim T z� N; RE a�W t1d'1 or 2 Family Dwelling - Number of Bedrooms _ Ak Subdivision Name / CSM Number ❑ Public/Commercial - Describe U �„� Lj f r �BC�C�I ❑ State Owned- Describe Use tt ff • � ❑City Vil e _ ip o v I III. Type of Permit: (Check 61y one box online A. Complete line B if applicable) A ' PNew System ❑ Replacement System g R y g ys ❑ Treatment/Holdin Tank R lacement Onl ❑Other Modification to Existin S B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New last Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System- Check all that appl ❑ Non - Pressurized In -Ground Mound > 24 in. of suitable soil t u o"ui Al ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) rspersal Area Require s I Dispersal Area Proposed (sfJ System Elevafian VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units (y�y� `f oo Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank �• �� aGj -0 l Aerobic Treatment Unit 13"ingC.hamber VII. Responsibility Statement- I, the u nder s igned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number JE� , 1u��5e;N 4C'- I �C z.7 o853 7/S= tSS���33 Plumber's Address (Street, City, State, Zip Code) ?!- ��1t_ §� &QI� l0 VIII. Court /De artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I ui Agent Signature (N tamps) Surcharge Fee) ❑ Owner Given Reason for Denial 35V 3 IR. Cm $,o�A ro (/Reasons for Disapproval p 1 T Sep ta nk , effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x I1 Inches In size SBD -6398 (R. 08/02) Safety and Buildings 4003 N KINNEY COULEE RD �, LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 ,sc0ns J n www.comrn www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary November 05, 2003 CUST ID No.220853 ATTN: POWTS Inspector DALE E HUDSON ZONING OFFICE BOLDT'S PLUMBING & HEATING, INC. ST CROIX COUNTY SPIA PO BOX 78 1101 CARMICHAEL RD BALDWIN WI 54002 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 11/05/2005 Transaction ID No. 937752 SITE: Site ID No. 667676 Keith Opitz & Meredith Scruton Please refer to both identification numbers, Windy Hill Road above, in all corres ondence with the agency. Town of Troy St Croix County NE1 /4, NWI /4, S20, T28N, R19W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 928631 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes Con, and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined inR chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. i Pr" it The following conditions shall be met during construction or installation and prior to occupancy or use: DEPARTMENT � FTI General Approval Requirements: SEE CORREI • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01/01) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (0 1/8 1) • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans specifications and this letter shall be on -site during constructio and open to inspection by authorized representatives of the Department which may include local inspectors. DALE E HUDSON Page 2 11/5/03 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 _ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Keith A Opitz & Merideth Scruton 3 bedroom re sidential mound Owner's Name: Keith A Opitz & Merideth Scruton Owner's Address: 1266 Seminary Ave. St. Paul, MN 55140 Site Address: XXX Windy Hill Road Legal Description: NE1 14NW1 14, Sec. 20, T.28N., R.19W. Township: Troy County: St. Croix Subdivision Name: Plat of Troy Wood Lot Number: 24 Block Number: NA - Parcel I.D. Number: 040 - 1271 -30 -000 Plan Transaction No.: Page 1 Index and title' Page 2 Data entry -y CQ) MERc6 Page 3 Mound drawings DING RECEIVED Page 4 Lateral and dose tank Page 5 System maintenance specifications �ppNpENCE OCT 2 2 2003 Page 6 Management and contingency plan Page 7 Pump curve and specifications SAFETY & BLOGS DI Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Dale Hudson License Number: 220853 Date: 10/15/03 Phone Number: 715 - 684 -3378 Signatu -;� �• Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD13- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -sftu soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 8.001 Site Slope ( %) 97.00 Contour Line Elevation (ft) 28.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.53 Estimated Orifice Spacing (ft) = 6.62 ft /orifice 2.00 Forcemain Diameter (in) 30.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 4.89 Forcemain Drainback (gal) 7.17 Vertical Lift (ft) 81.15 5x Void Volume (gal) 0.51 Friction Loss (ft) 86.04 Minimum Dose Volume (gal) 14.18 Total Dynamic Head (ft) 28.01 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x L 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 760.50 Total Tank Capacity (gal) 1600.001 Septic Tank Capacity (gal) r - 37.50 Total Working Liquid Depth (in) Wieser Combination Manufacturer '20.28 gal /in (enter result in cell B49) Dose Tank Information Effl Filt Info rmation 760.50 Dose Tank Capacity (gal) Zabel r Filter Manufacturer 20.281 Dose Tank Volume (gal /in) JA100 Filter Model Number Wieser WLP750 -MR Manufacturer Project: Keith A. Opitz & Merideth Scruton 3 bedroom residential mound Page 2 of 9 Mound Plan View :o 1/ j B . • Observation Pipe 3 .r '''f.� r }: ; :r f . .,r•: ;tip. A W r . B• • �. ; I U Mound Component Dimensions A 5.00 ft E 12.80 in H 1.00 ft K 7.98 ft B 90.00 ft F 9.50 in 1 9.31 ft L 105.95 ft D 8.00 in G 0.50 ft J 4.74 ft W 19.05 ft 450.00 (ft) Dispersal Cell Area 1287.83 (ft Basal Area Available 5.00 (gpd /ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.46 (ft) - ----�► 2 f:rri:rrf • j F ; : ; : Dispersal Cell 98.17 (ft) Lateral 97.67 (ft) -- ►5 -- Invert Dispersal Cell Elevation - E D .. . . 97.00 (ft) Contour Elevation 8.0 % Site Slope Geotextile Fabric Cover Shading Key I r Dispersal CefM See lateral details on 1 Topsoil Ca 1.5 ft •ti•••• Page 4 for number, Subsoil Cap w s size andspacing of ©0 ASTM C33 Sand `� 1° rr ;!:.: laterals. Laterals are ® ❑ Tilled Layer 0.5 ft • Typical Lateral equally space d from Aggregate a ' ��j' ': the distribution cell's �---- A ---♦ centerline in the distribution cell (AxB). Project: Keith A. Opitz & Merideth Scruton 3 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical i P s •= Turn-up %Vball valve or IE X-- -> IExt 2 I x12�I Laterals & force main of PVC Sch 40 cleanout plug per COMM Table 84.30 -5 Holes dried on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.68 ft Lateral Length (P) 44.22 ft Orifices per Lateral 17 Lateral Spacing (S) 2.50 ft Orifice Density 6.62 ft /orifice Lateral Flow Rate 7.00 gpm Manifold Length 2.50 ft System Flow Rate 28.01 gpm Manifold Diameter 1.50 in Total Dynamic Head 14.18 ft Forcemain Velocity 2.86 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and - -► Comm 16.28 WAC Disconnect min. Tank component is properly vented iz i E- Aftemate outlet location Forcemain diameter Weser Combination Manufacturer !� 2 in. Ca acit 76@:50 Gallons Volume 20.28 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 19.01 385.60 C B 2.00 40.56 Pump off e levation (ft) C "4.49 - .90.98 � 91.00 D 12.00 243.36 D Total 1 37,401 760.50 D ose tank elevation (ft) 3" Bedding un er tank. 1 90.00 Alarm Manuafacturer LevelArm Alarm Model Number I DLV Pump Manufacturer JGoulds Pump Model Number 13871 EPO4 Pump Must Deliver 1 28.01 gpm at 14.18 ft TDH Project: Keith A. Opitz & Merideth Scruton 3 bedroom residential mound Page 4 of 9 i Mound Svstem Maintenance and Operation Specifications Service Provider's Name Boldt's Plumbing - Dale Hudson _ Phone 715 - 684-3378 POWTS Regulator's Name [ St. Croix County Zoning Phone 715- 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1600 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once eve 3 years Alarm Should test monthl Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl Ins ect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ............... Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Keith A. Opitz & Merideth Scruton 3 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01 /01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis, Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole 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 &inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet finer 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 continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum In the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma 'dank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter Is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration, Traffic (other than for vegetative maintenance) on the mound is not recommended Since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg /L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg /L TSS, 10 mg/L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as 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. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Keith A. Opitz & Merideth Scruton 3 bedroom residential mound Page 6 of 9 • 0 NI 1 S x T1 '� I $ ' R . � �Y►. Z GOULD5 i i e i R Pump Specifications -- ---- -- — -- V3 HP + c FYIETIRI 11i1T _ Up to 40 "PM - MODEL �371 - Discharge size 1 NPT Solids: 1 /6" maximum ����. - - Motor f i = Single phase: 115V Materials of Construction - 3rass /ther'noplastic Features and Benefits T.o• = - - - - •Top suct'on eliminates i :llpelle Jogging _ -- - • Co rosio i resistant COf StrlC'.IOII• •F�o -1t actuated switch. -- _ — 'O._ cr N - -- - -- - .28_ , o l f� t�JL r►2w'�t}i Y lg�X�_ o % AIETFRS rE -1 '5 -- - -- ---- -- -- ----.' ^ --------------- - T j rA» r cvhus I/'urTii �p i- `i�atiolts F Ies eller` Be nefits mi-ope o ) desia;r� - - - - U t VA I dill - t OT al1e. tu" .)i Jtect - fVlaxm�j i" h -at c 32 m;;!Ia ttciil seal = e l i ig � r ; D'�sch�l���e s � 1 /�� NP -- Ef U5 nn )eLer enclos�'ci �: esic n G _ - - i - - - - -- - - -- Solids:''a' r,.x r luny fo. I!I.prcGed per,orman,c. _. ! Motor • PugL xi glass - filled tliermc plast ! } _ AI mo.Crs fe Iti.re lxil� cazu'y arci base desigli pi )v e� s - - z -� - — - a�, us b?,'inj o is rl iu (tiOr.. �� { er10r 3tr?nglh and (Gf'SSICr. 0 e5 3J 1 1 L'P(h o -- z - � - o --------- io��1�,t,1 • t iron I.aothr r ousing fir C APA XY Materi3 s of ; i strurt.on �;;i,..nt f.eal tlanslel str- ;rgGl. roil C Ist i 31_ - alwiiy. i.erm >llr,l3li; y S a n:e, ate ;I Cir�,,ior iesist 11t t, rea is a 3't i 1 t'SS 3' `eel SI!ctt. • Av_ it ,b e fjl a..uoma °.ic a i ll;l1,131 Osei"a11011. • �. � sted model a.ailaJ ,. All P cck :ire o3signvc' is r CClJl1CCJ3 Oj)61 doll, 3131 'E'35 St( f'i 7ar(iv'1 t °. P�. 7 9 • /oca.�d prop. sta�S'e W Andy \ J !f Road f 1a.t oe Troy t. )Wd \ a� h� �0 ao . 5�x �� �4 r4gg i i � bedr 0 �1 6«i /d;h� Sw,xr. Q (35 < <_a„ fP S¢.r ✓c aS �.i5�.i�Cwy�bel .4 -ice'' Propo 5 C Mau n d a4- i9 oSr iOS95 / Q' j 6 2�F�ict+�f F,-iterQ e u /e�. L4 S X g0'ct DFYSC� /G�J /. f oKr(y „�.do dae,eFfivan �.ne. c�!i36�i�c�io�r / C �y // 11 o . w;e,sor arilltef 82 j� / 1 / WGP ,, Sum ��u►rN �+�+bv' qo ,Ov / �° i ■ 8"Lk Nta Top W /o 6taxe. SS (4m-ed A �.. �. r►1 � To o f' , /af . Ele✓ :89,20' ® 8 97.0 1342 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 _ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Gustum Septic Service 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 referencg� ' BM), direction and Parcel I D - - - - -- percent slope, scale or dimensions, north arrow, end location an ce to nearest road. ' ; pend Please print al rmatfon: Reviewed B Y - -- -- Date Personal information you provide may be usgd for s9oondary rpo f rivacy Law, S. 15. 4 (1) (m)). Property Owner = • ' tJ Pr Location Hum L Corporation Govt. ot_ _ N_E_1_ /4_ N W_ 1 S _20 T_ 28 NR 19 W Property Owner's Mailing Address Block # Subd. Name or CSM# 332 Minnesota Street, East 14 ' ST C;;O(Y' _ 1 1 `2 n/a Troy Wood S ubdivision City State p Cede Pl7 T, City J Village ✓i Town Nearest Road NU DICE Saint Paul I MN j 551,01;,';., 651- 222 -55�5f Troy E Cove Rd / Windy Hill Road ✓J New Construction Use: s/ Residential - NLui bt r rooms _3 - Code derived design flow rate - 450 - GPD Replacement Public or commercial - Describe: Parent material loess - - - -- - -- _ Flood plain elevation, if applicable n/a General comments and recommendations: Part of 1.35 acres. BM #1= 100.0'. BM #2= 89.2'. Recommend mound system along 97.0' contour. P54 from preliminary boring work done 5 -5 -00. [ P141 Boring # J Boring ✓J Pit Ground Surface elev. -- 97.7 --ft. Depth to limiting factor --- 38 - -in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' _ `Eff#1 'Eff#2 1 0 -8 10yr2/2 none sil 2 m p l mvfr as 2f,lm _ 0.0 0.2 2 � -13 10yr3/4 none - - - -- - sil -- 2mpl - - - mvfr - - cw - - - 1 f0 0.2 none - - - -`- - sil - -- - 2msbk - -- _ - mvfr - - - cw - -- - � 0.5 0.8 4 21 -38 10yr4/6 none gr. sil 2msbk mfr cw 0.5 0.8 5 i 38-60 10yr4/6 c3 7.55 8 - -- - sil -_ - - -- 2msbk - - mfr - - - -- -- -J- 0.5 0.8 Plowing must be 13+ inches to disturb platy structure. a Boring # _�j Boring ✓J Pit Ground Surface elev. -- 97.7 _ ft. Depth to limiting factor -_ 30 -_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= 'Eff#1 'Eff#2 1 0 -9 1 no sil 2msbk mvfr as 2f,1m 0.5 0.8 2 9 -14 10yr4/4 none sil - 2msbk mvfr cw 1 f 0.5 0.8 -- 3 �14 -18 7.5yr4/6 none_ - - - -- - sil - - -- 2msbk cw - - - - - -- - 0.5 i 0.8 4 �18 -30 7.5yr4/6 none sl 2msbk mfr cw - �0.5 0.9 5 30-45 7.5yr4/6 -- -- c2 -3p 10yr7 /2 - - sl - -- - 1 msbk - - C - _ mfr - -- -- - - - -- 0.4 0.6 _ 7.5yr Plowing must be 13+ inches to disturb platy structure. Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD S mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Tom Gustum 22761 Address -- Address Gustum Septic Service Date Evaluation Conducted Telephone Number N13450937th St., New Auburn, WI 54757 11/17/00 715 -658 -1344 la/01/2003 . 09:1T 1 TO'Y1 SIJST':JP1 PAGE 0 Pr op ity o wner Hurnbird Land CoVrarjT P&"IlD* page of 4 A Boring [2 fl. Dep1h t i1miti f 28 • Boring 0 in, i " A pIKS RM Pit Ground Surface elev. Bhutan Redox DacrOw TuU* COO 1 O"riant 9z. Cont. C Gr. &. Sh *( I I D mv-fr a6 2f,im 0.8 -9 1 Oyr3/2 none sil 2M6a 2 9-13 1 Wr4J4 none rsil 2rrtsbk M 0.5 �0.8 3 13-22 7.5 r4 /8 none oil 2msbk mtr c.W i 0,5 0.8 4 22 28 7.5yr4/t3 done &I Zmsbk i rnfr cvJ 0.5 0- 9 c2-3p I Oyr74 8-40 1 Msbk rptr 04 0.6 5 2 7.5yr4/6 Ptowing must be 13+ Inches to disturb PIX structure. stru e. ft, OWh to limiting factor 28 in. Boring 0 go Bob Pit Ground Surfoos elev --K - Horton uepttn 5;;;;7n Mor I Redox DooMption Texture struchge in. I MWWA C;iu. Sz. Cont. C'W'Y t -2 -S 2MCr MV(r I as 2f 0.5 0.8 05 1 Oyr= none sil 2 5-10 1 Oyr312 none 1 sit 2m3bK Mvfr 1m 1 : 0,6 0-8 4- 1018 1 0.6 08 none ail 2rnsbk mvfr ew i gr. SO msbk mfr cw j 0.4 1 0.6 4 18-22 7.5yr416 none 2 5 j 22-26 7.5yr4/6 none gr, si I 2rnobk rnfr aw 0.5 0.9 c2-3d 10 r7:2 0.6 0.9 6 28.30 7.5yr4/6 gr sl 2m&sbk mfr Boring V Boring 98. ft Depth jo ilonking factor 33 in. Pit Ground Surface slay, Soil Appicatim lime i F borrslaiit Color Redox Dwai}tw Twaors Strixture I Consatence T - Roots I Lipar j ' In. Mur" OU Sr_ cant Color Gr, Sz, Sh. EfW •Eff#2 1 0-8 1 Dyr3/2 none all 2mcr i i MV(t as 2f.1M I 0.5 0.8 - 7 a 2msbk mvfr cw if 0 2 8.14 1 DYr414 non 5 0.8 3 14-26 CW 7.5yi none sll 2Msbk mfr 0.5 4 1 26-33 7.5yr" 9r. &I I 2msbk I MVft CW 0.5 0.9 5 33-38 7.5yr4/8 c2.3d 10yr7/2 2mat)k MA 0,5 0.9 T EffiueW 91 ■ 800 g > 30 < 220 mg/L and TSS >30 < I SO MVL Effluont #2 B00 -L30 mWL and TSSi,.'K mqi The Department of Commerce is an equal opportunity service provider and employer. if you need assistance w access services or need malcrizul in an aJtcn;&tc format:, Please contz4 the dcoamnent at 60•266-3151 or TTY 608-264. 877', 10/0 09:17 17156581344 TOM GUSTJM PAGE e3 P"my oww Humbird Land Corporatmi Patabi 10 6 Pago — J __ of 5. Sool # 99 Sodno Fis� 11 Pit Ground Surfac.0 oibw, -- 96.4 A. Depth to limiting factor 29 in. Soll Applicallon Rata Norton C-Wh DominUtColor Rod% Rom 0wrotion Texture Sruch" cofiiiis*nct Bwidwy I in, mly"I Qu. St. CA, Color Go. Sz. SK i 'E"01 - EtW2 0-9 1 yr3P- j none all 2rncr mvfr as 1 211. 1 rn 0.6 0.6 2 9-13 1 Oyr4/4 none oil 2msbk mvfr j cw 1m 05 018 3 13-21 7,5yr416 none all YMSUK i mff Cw 0 .5 U.8 4 1 21 -29 7 -5yr416 none gr. 31 2msbk j mvfr w 0.5 j 0.9 5 29-35 1 7.5yr" c2-3d 10sn7/2 V1 2msbk mvfr y 05 0.9 JW Wring F Id Pit Ground Surfocit owy. Q ft. Depth to limKing factor 32 in. Sod Applicakri Rm Tttft* Sheuwe Corsm4sritr� Boundary R h. tfirnee6 CU. St. Cum, Color Cw. sr. sm� '001 'ENS2 3 1 0yrIm. none sil 2ma myfr as 2t,im 0.5 0.8 2 3.12 1 oyrU) norwe oil 2msbk mvtr I cw 1 ni 05 0.8 3 1 12-17 1 Oyr4M none i oil 2msbk rTyvfr cw 0,5 0.8 4 1 17-24 7.5yi nom or. oil 2msbk mt? Cw 0.5 0.8 24-32 1-5yr" none 9r. st 2msbk mvfr CW i 0. 0.6 y,4)4 .2-3d io�77/2 gr. 61 6 32 -38 7 _5 2mrbk mfr 0.5 0.9 Booing Pit Gmtirrd Surl'aw way. fL Deptn to limiting factor in SW APOWW Ralq ✓ Depth D&** M � Redox Dwxo ion — fe'xture - COM1816mc &xndary i RWX GPOV ki. mww 01. a. cort. Color *Eftl `E" 2 Gr- Sz. Sh Efflueni 01 = 61()D 5 > 30 220 mg/L and TSS � -c bO mg/L Eff,'jont 02 1300, ji,30 mg/L are TSS -L30 mg/L The Dtp&rtment of Commerce is an equal opportunity service provider and employer. If you need assistance to mcmt scrviccs or nerd material in an - -lJtemate fornut, please contact the denvurient at 608- 266 -3151 or 17Y 608-264-8777. 10/03,- 2003 09:17 17153581344 'rom 3usi PAGEE EVI In ' I I 41i1 j tA I l a , A 1p H ot. Vl 3 1342 Wisconsin Department of Commerce SOIL EVALUATION REPO 0 C i 6 2003 TGuum 1 of 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Sept ic Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must C unty 5 T. C R X include, but not limited to: vertical and horizontal reference point (BM), direction and ZONI C 6iX percent slope, scale or dimemslons, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. R vi pending wed By Date Personal infonnabon you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). - Ar J . I t� 3 Property Owner Property Location / • Humbird Land Corporation Govt. Lot NE 114 NW 1/4 S 20 T 28 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 332 Minnesota Street, East 1404 24 n/a Troy Wood Subdivision City State Zip Code Phone Number J City J Village _Jy Town Nearest Road Saint Paul MN 1 55101 1 651 - 222 -5555 Troy I E Cove Rd / Windy Hill Road New Construction Use: yr Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement _j Public or commercial - Describe: Parent material loess Flood plain elevation, if applicable n/a General comments and recommendations: Part of 1.35 acres. BM #1= 100.0'. BM #2= 89.2'. Recommend mound system along 97.0' contour. P54 from preliminary boring work done 5 - 5 - 00. P54 Boring # J Boring V' Pit Ground Surface elev. 97.7 ft. Depth to limiting factor 38 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr2/2 none si! 2 mvfr as 2f,1m 0.0 0.2 2 8 -13 10yr3/4 none sit 2mLl _ mvfr cw 1f 0.0 0.2 3 13-21 10yr4/4 none sit 2msbk mvfr cw - 0.5 0.8 4 21 -38 10yr4/6 none gr. sil 2msbk mfr cw - 0.5 0.8 5 38 - 10yr4/6 c3 pp 10yr7 /2 5yr5/8 sit 2msbk mfr - - 0.5 0.8 7. Plowing must be 13+ inches to disturb platy structure. Boring # Boring i� Pit Ground Surface elev. 97.7 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sit 2msbk mvfr as 2f,1m 0.5 0.8 2 9 -14 10yr4/4 none sit 2msbk mvfr cw 1f 0.5 0.8 3 14-18 7.5yr4/6 none sil 2msbk mfr cw - 0.5 0.8 4 18 -30 7.5yr4/6 none sl 2msbk mfr cw - 0.5 0.9 5 30 7.5yr4/6 c2 -3p 10yr7 /2 sl 1 msbk mfr - - 0.4 0.6 7.5yr5 8 ------------------ Plowing must be 13+ inches to disturb platy structure. * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <30 mg/L and TSS < 30 mg /L CST Name (Please Print) Signature: CST Number Tom Gustum 227618 Address Gustum Septic Service Date Evaluation Conducted Telephone Number N13450 937th St., New Auburn, WI 54757 11/17/2000 715 -658 -1344 ;r4 �P Property Owner Humbird Land Corporation Parcel ID # pending w Page 2 of 1 4 2 ] F Boring # J Boring i✓� Pit, Ground.Surface elev. 94.5 ft. Depth to limiting factor 28 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mvfr as 2f,1 m 0.5 0.8 2 9-13 10yr414 none sit 2msbk mvfr cw 1f 0.5 0.8 3 13 -22 7.5yr4/6 none sil 2msbk mfr cw - 0.5 0.8 4 22 -28 7.5yr4/6 none sl 2msbk mfr cw - 0.5 0.9 c2 -3p l0yr7 /2 5 28-40 7.5yr4/6 7.5 5/g sl 1 msbk mfr - - 0.4 0.6 Plowing must be 13+ inches to disturb platy structure. 3 ] F Boring # J Boring yf/ Pit Ground Surface elev. 97.5 ft. Depth to limiting factor 28 F Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 10yr3/2 none sil 2mcr mvfr as 2f,1m 0.5 0.8 2 5 10yr3/2 none sil 2msbk mvfr cw 1 m 0.5 0.8 3 10 -18 10yr4/4 none sil 2msbk mvfr cw - 0.5 0.8 4 18 -22 7.5yr4/6 none gr. scl 2msbk mfr cw - 0.4 0.6 5 22 -28 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.5 0.9 6 28 -30 7.5yr4/6 c2 -3d 10y 8 gr. sl 2msbk mfr - - 0.5 0.9 7.5 r5 /8 a Boring # - I Boring Pit Ground Surface elev. 98.9 ft. Depth to limiting factor 33 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2mcr mvfr as 2f,1 m 0.5 0.8 2 8 -14 10yr4/4 none sil 2msbk mvfr cw 1f 0.5 0.8 3 14 -26 7.5yr4/6 none sil 2msbk mfr cw - 0.5 0.8 4 26 -33 7.5yr4/6 none gr. sl 2msbk mvfr cw - 0.5 0.9 5 33 -36 7.5yr4/6 c2 -3d 10yr7 /2 7 5yr5 /8 sl 2msbk mvfr - - 0.5 0.9 Effluent 1 = B D m /L n TSS > 0 < 15 m /L E t > 30 < # � e _ 22• • and 3 _ • • *Effluent #2 = BOD <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. -r Property Owner � Humbird Land Corporation Parcel ID # pending Page 3 of 4 F 1 Boring # -� Boring 0 - Pit Ground Surface elev. 98.4 ft. Depth to limiting factor 29 Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/2 none sil 2mcr mvfr as 2f,1m 0.5 0.8 2 9 -13 10yr4/4 none sil 2msbk mvfr cw 1 m 0.5 0.8 3 13 -21 7.5yr4/6 sil 2 s k - Y none m b mfr cw 0.5 0.8 4 21 -29 7.5yr4/6 none gr. sl 2msbk mvfr cw - 0.5 0.9 5 29 -35 7.5yr4/6 c2 -3d 10y Y 7.Syr5 / sl 2msbk mvfr - - 0.5 0.9 6� F Boring # J Boring 1� Pit Ground Surface elev. 99.0 ft. Depth to limiting factor 32 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -3 10yr3/2 none sil 2mcr mvfr as 2f,1m 0.5 0.8 2 3 -12 10yr3/2 none sil 2msbk mvfr cw 1 m 0.5 0.8 3 12 -17 10yr4/6 none sil 2msbk mvfr cw - 0.5 0.8 4 17 -24 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.5 0.8 5 24 -32 7.5yr4/6 none gr. sl 2msbk mvfr cw - 0.5 0.9 6 32 -36 7.5yr4/4 c2 -3d 10yr7 /2 gr. sl 2msbk mfr - - 0.5 0.9 7.5 r5/8 ❑ Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Son Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <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 devartment at 608 - 266 -3151 or TTY 608 - 264 -8777. i � ♦� D• I n I o i CO ` c ap N � / V J II 11 11 m r- CO) r r W o N m Z v II o s, r � I � m /• qNq_ p yy � - o O O CL m CL CL w . �n c 9� ■ cO�t x w v --� Oa o ntpUl. a r-h ■ � Q • 1 W PropeliY Line n N. c O 01 y C r 2 .', O C. n fQ O N n v m,i, fNt�12 a 7y<T�C 'CNO $ S c N N -. c — p n C = O c O A� - ag�c N S n a O n y� ^. �, m o i5 3 �. c o a c° om n v w co gy m$ w Z o m -* a o - is C-) 1342 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Gustum Septic Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Crob( include, but not limited to: vertical and horizontal reference BM), direction and percent slope, scale or dimemsions, north arrow, and Location an ; ce to nearest road. Parcel I.D. � pending Please printal�fdrnlatlon. Reviewed By Date Personal information you provide may be usgd for secondary urpos&Pdvacy Law, i : 15.$4 (1) (m)). Property Owner : ' 'j Pr Location Humbird Land Corporation G61it. of NE 1/4 NW 1/4 S 20 T 28 N R 19 W Property Owner's Mailing Address Lbt # Block # Subd. Name or CSM# 332 Minnesota Street, East 1404 ST ctioix. n/a Troy Wood Subdivision City State rp Cede Pfl iCE / City _f Village �! Town Nearest Road Saint Paul MN 551,0j,. ; 651-222-5555< Troy E Cove Rd /Windy Hill Road i/ New Construction Use: yj Residential iw6jt6 k 3 Code derived design flow rate 450 GPD f Replacement Public or commercial - Describe: Parent material loess Flood plain elevation, if applicable n/a General comments and recommendations: Part of 1.35 acres. BM #1= 100.0'. BM #2= 89.2'. Recommend mound system along 97.0' contour. P54 from preliminary boring work done 5 -5 -00. F5 Boring # Boring N Pit Ground Surface elev. 97.7 ft. Depth to limiting factor 38 -in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= *Eff#1 I *Eff#2 1 0 -8 10yr2 /2 none sil 2mpl mvfr as 2f,1m 0.0 0.2 2 8 -13 10yr3/4 none sil 2mpl mvfr cw 1f 0.0 0.2 3 13 -21 10yr4 /4 none sil 2msbk mvfr cw - 0.5 0.8 4 21 -38 10yr4/6 none gr. sil 2msbk mfr cw - 0.5 0.8 5 38-60 10yr4/6 03 T5�� /2 sil 2msbk mfr - - 0.5 0.8 Plowing must be 13+ inches to disturb platy structure. Boring # ) Boring e Pit Ground Surface elev. 97.7 ft. Depth to limiting factor 30 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft *Eff#1 *Eff#2 1 0 -9 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8 2 9 -14 10yr414 none sil 2msbk mvfr cw 1f 0.5 0.8 3 14 -18 7.5yr4/6 none sil 2msbk mfr cw - 0.5 0.8 4 18 -30 7.5yr4/6 none sl 2msbk mfr cw - 0.5 0.9 c2 -3 10 7/2 5 30-45 7.5yr4/6 7Syr5/8 sl 1 msbk mfr - - 0.4 0.6 Plowing must be 13+ inches to disturb platy structure. * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 50 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Tom Gustum 227618 Address Gustum Septic Service Date Evaluation Conducted Telephone Number N13450 937th St., New Auburn, W154757 11/17/00 715 -658 -1344 property Owner Mumbird Land Corporation Parcel ID # pending Page 2 of 3 _ 2] Boring # J Boring L6 Pit Ground Surface elev. ____ -- - -_ - - _ ff. Depth to limiting factor 28 in. Sal Application Rate Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots - OEDW- "Eff#1 "Eff#2 1 0 -9 1Oyr3/2 n one sil 2msbk mvfr as 2f,1m 0.5 0.8 2 9 -13 1Oyr4/4 none sil 2msbk mvfr cw 1f 0.5 0.8 3 13 -22 7.5yr4/6 none sil 2msbk mfr cw - 0.5 0.8 4 22 -28 7.5yr none sl 2msbk mfr cw - 0.5 0.9 5 28-40 7.5yr4/6 c2 -3p 10yr7/2 7.5yr5/8 sl 1 msbk mfr - - 0.4 0.6 Plowing must be 13+ inches to disturb platy structure. Boring F-1 # Boring J-- -- ;, Pit Ground Surface elev. — ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .__GP41ft _— "Eff#1 "Eff#2 i i F Boring # Boring J 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 /ft' *Eff#1 "Eff#2 I Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 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. ro_ c rn p c m c C Y N f0 �p N O 0l0 .O NN '> UQ nW � J V5 (D H Z V p a u v c o o o c"� E a �.0 2WMtnHJ ZF -tnF E U �a au)l Aijadoid m 0 ' J � O. m a d N L5 o� N o co o 0 m w - - 1 0 cL- U m 2 2 o N w > J z o m n w w u u n N m m oc ST CROIX COUNTY SEPTIC TANK MAINTEI!ix42�(E AGREEMENT r OWNERSHIP CERTIFICATION FORM OwncrBuyer U i� �'� `1 ,� �'L-f o v�-i Mailing Address e? 7- V At . IW A Property Address 4 p✓ ��� a, (Verification required from Planning t for new construction) City/State IV"WSO Parcel Identification Number 0#0 LEGAL DESCRZPT ON Property Location ' /., y , Sec. ZO _ TZLN - R_W, Town of r Subdivision C-Joo a, Lot # � Certified Survey Map # - volume — , Page # Warranty Deed # 72 i� Volume 6 . Page # _3�__-T Spec douse D yes &l no Lot lines ideaffiable Dyes ❑. no SYSTI:KWAINTENANCE Lapraperusc and mainteaanceof your septic systcmoould ncsolt is ittprematmi - failure to handle wastes. Propermaintcna= consists of pumping ou t the septic tank every duce yc= or sooner. if nookd by :t Roensed Pumper. What you put into the system can affx;t1h a functioa of &e sep(k taalcss. a fteat meat stage is die WWcTU po Tlae Y o agrees to submit'to St. C aft Zadwg DgWtased i .catificatiea fovea, signed by &c owner and by. a ;naAmTb ]«?meymaaphrmber. restric odphmrberori odpmaperraifyingthnt (1) the oaaita wzAmWmdispo=1 system is is proper wecating condition and/or (2) after =Pcctioa and pauqug Cif necessary). the septic- tank less drag M frill of Sludge. Uwe, the wed have read the above roquir=Cnft and agree to maintain the private sewage disposal system with the standards set fork b=in. as set by the Depattmeat of Commerce and the Dgmtm cut of Natural Rmu cces. State of Wisconsin.. ceit fication stating that your septic system has been maintained must be completod and r ftmd to the St. Croix County Zoning Office wifliia 30 days-of the th year expiation date. /Z & 4�'(J GNATURE OF APPLICANT DATE hej OWNER - CERMMCAT'I;ON I (we) certify that all stuanieuts on this form set true to the best of my (our) knowledge. I (we) am (arc) the owncr(s) of the property described above. by virtue of a warranty deed recordod in Register of Dccds Office. SIGNATURE OF APPUCANT DATE s « « « «« Any information that is misAVr+eseated may rerun in the sanitary permit being revoked by the Zoning Department. « «s «s« " Include With this application: a stamped warranty dood from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 225 ��� 5 7'ti"4a2�9 • STATt M OF Wl$CON9iN FOatIM 2 xt�. ,Ay���� WARRANTY DEBD � R QF D1,M r>t +cur t�N1►t+gr ST. CW13f Co.. MZ This need, made between DAY Hann lavesto �i.CQRO Limited I .i�M Cam�aw� - ` �' �'C. a Xlidtleiodt RRCRITO FIX R - - 0Gi@312Wj 08. -MAM _ - - - IIARRANTY Otto G*azttor, ae�d ltz ' G Mered Scr+aADn� - � RBC FM 11.80 YUMS FEES 2". 70 Grantor, for a t2luabie corai Cony e 1 Q entcc tse ;allcwigd ducribed teal ca1814 in St C rois d warrants to County, State Of Wisconsin, N ~ALBANK Got 24 y Wood. 'lon of Tray, St. Cmin County, w )rto,u;n 1 E 2nd St PO Box 89 Now Richmond, Wi 54017 aat�7 :goo PWZT7 Idaa,itoatioa Nua�tbe. = '1'( t� This 11 homet;sad txupttly. tiaj GIs wo I i I Frruptiona to watmatics, Slq=10 Was. caseuearys ricCo incladi brat to as co aaatra amd righu at of roan if I way td ng l�tttiaed to those f �4'. of It�rdina WWd i C1W crre MV I ppt oU or utilities u may to abown on the tecortlad ° V la of ra •al 8 of Pktts, page 2A,5t Caohr County, WiscaasSru. D l Troy "m wac—tm Of Ibis 4004 0111105 $>� r ° grantor, or any one In the Coda of �� o ttnylitd me Iit of by the .OD, pr to the 11t1C. [O tt10 rAassdetaU GrproSSed hci0111, that 4eAttg me su m of 599,900.OD, Dazed tlis 22nd dgy of ;►Jy�p �IIOi3 Day Fa = invaetoes, LLC - --- -- • Aud J. Baittea ` AU fsBleil ICATION AMNORLItvDGMBNT STA A e OF wlSCONSr a Sigaetureta) wrhenticated thin et M aY _ + POmm ty oeu!c before me lhis rind day or -°-- . � - tLe abo�saaaled A'i":? BAROF A'T CLtN31N �-' _ 7 oat to me kno" la be the pemn of y wAq led dw for_ egoing audwri<ad W µf Stab, iaslstmtett and ao'aeew a 'As ante, TR!e NSTRUMFNT WAS oFt& n 0 '' M ,• �' "r.Yw 1"aYIA. Halton AaarAey at Law a q hJ:, a don�pN _ paatiA.8a111eaiE ^j, :r.h• r�,c.w tyor Notary Paltia. Stag xom wro +1taY be e ' >+icsf$d w�awlod[ a:. Hod nee ant MY Comml4sion is ptantaaaa Jana_ _— • Nneag of Perron riy,ir4 iw hP o.pea'ry ghoul$ ba wvga Of PFiwgd Mow duirait;aa,e; •• -1 .) wARl+,.nrP' DAD STATE aAa e/R'eero m mar$er Am t'�a9RAe�TOP' ►g4R6rA70N/ R9 CONPANY aOND DL LAC, W aUOaSSSe$! y - -�7 G� �ti ---� .� �� i tiry�8- -AV's L _�00 1 '6 c3S Act 1.82 ACRES N \ Z � 13 Now Aa 79,116 80. FR. 122 K _ � STORM WATER RETENTION ,'/ FAQ . Jf POND \ �__ P j . Cr / L W ENTRY H.W.L _ 1 1039 - > > , \ RffMPir iONTER\ o ELEVATION = 1041 I � �f� POND -_�,, - - -- �.�, � �• \ \ � 26 s 2.51 ACRES 109,368 SO. FT. Aoff c 25 / $ 2.44 ACRES / 106,093 SO. FT./ / ? 24 1 1 1 1.64 ACRES / �.35 ACRES b f 23 1 71,312 f0. FT / 58,642 SO. FT. 1.20 ACRE 1 1 52,281 80. F 4 1 ------- - - - --/ - - - - --I L- - - - - -- - - --� 270.31' 223.x8' 2oa.2r 21 t.w S 89 0 45'02" W 1306.49' SOUTH LINE OF THE NE1 /4 OF THE NW1 /4 O UTLOT a FUTURE ROAD RIG �� 'IEDD ILLs�w ©� 0.628 ACRES 27,: NOTE: OUTLOT d SHALL SE _0 AI�_L'U W- r C ��C n i�c�� TWO THAT THE TOWN OR TR — - - - - - -- - - - -- OUTLOT & UPON SUCH APF THIS INSTRUMENT DRAFTED BY :WILLIAM KANE " TOWN OF TROY FOR USE AT NOTE: ��, a SHALL BE t JOB NO. 00 -46 DATE. 10/16/00, REVISED 11/07/00, 11 / 1 3/00,12/15/00 OF AND APPURTENANT TO L EXT04S"N OF DAY FARM R OF TROY, AND PROVIDES AC 1 k�� Jessie Nye Subject: Bolt's, Struton, Troywood Lot 24, 430539 (Plow) -� Location: Troy G� Start: Thu 9/16/2004 10:00 AM End: Thu 9/16/2004 11:00 AM Recurrence: (none) 040 - 1271 -30 -000 20.28.19.1500 r 449 Windy Hill Road o^ \V Y1 \ 'Y V V J 1 MGGULDS PUMPS Submersible Effluent Pump WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. i APPLICATIONS ■ Shaft: Corrosion - resistant, Single phase (60 Hz): can be operated continuously stainless steel. Threaded • Capacitor start motors for without damage when fully Specifically designed for the design. Locknut on all models maximum starting torque. submerged. following uses: to guard against component • Built -in overload with ■ Bearings: Upper and • Homes damage on accidental reverse automatic reset. lower heavy duty ball bearing • Farms rotation. • STTOW or STOW severe duty construction. • Trailer courts ■ Fasteners: 300 series oil and water resistant power • Motels stainless steel. cords. ■ Power Cable: Severe duty • Schools • % and 1 /2 HP models have rated, oil and water resistant. • Hospitals ■ Capable of running dry NEMA three prong Epoxy seal on motor end • Industry without damage to grounding plugs. provides secondary moisture • Effluent systems components. • 3 /4 HP and larger units have barrier in case of outer jacket ■ Designed for continuous bare lead cord ends. damage and to prevent oil SPECIFICATIONS operation when fully wicking. Standard cord is 20'. submerged. P 9 Three phase (60 Hz): Optional lengths are available. protection • Class 10 overload Pump p ■ 0 -ring: Assures positive • Solids handling capabilities: MOTORS must be provided in sealing against contaminants %" maximum. separately ordered starter • Discharge size: 2" NPT. ■Fully submerged in high unit. and oil leakage. • Capacities: up to 140 GPM. grade turbine oil for lubrication • STOW power cords all have AGENCY LISTINGS • Total heads: u to 128 feet and efficient heat transfer. bare lead cord ends. p Tested to UL 778 and ■ Class B insulation on TDH. ■Designed for Continuous � � csn22.21oeStandards By Canadian standards • Temperature: 1 /3 - 1 1 /2 HP models. Operation: Pump ratings are ® 104 40 continuous ■ Class F insulation on 2 HP within the motor manufacturer's c us Association ( ) models. rile #LR38549 140 (60 intermittent. recommended working limits Goulds Pumps is ISO 9001 Registered. • See order numbers on reverse side for specific HP METERS FEET voltage, phase and RPM's 40- 130 X -_ I .... SERIES: vvE 9 available. 120 si /< °SOLIDS I 35 .. .. R75 : 3500 & 11 O w H ? ► 5 GPM FEATURES 30 100 .. _. ; ...,.. _- ■ Impeller: Cast iron, semi- 90 E1 ,, - —� �� open, non -clog with pump -out w zs 80 " vanes for mechanical seal - W protection. Balanced for a zo 70 to ". smooth operation. Silicon 60 - i - P bronze impeller available as a 15 _ 50 '" f ... an option. 0 40 �o" 1 ■ Casing: Cast iron volute type 10- W E 0 i ..... s ;... 0 . ..._ ... for maximum efficiency. 2" NPT discharge. 5 ■ Mechanical Seal: SILICON 10 i i ... .�. _.. I CARBIDE VS. SILICON 0 - °o i�a o.......40 ssoio 70 80 100 110 120 i�0 140 150 160 GPM CARBIDE sealing faces. , L 1 � , , , , Stainless steel metal parts, 0 5 10 15 zo -- 25 30 35 m3 /hr BUNA -N elastomers. ITY -Eg Pp Goulds Pumps © 2003 Goulds Pumps Effective July, 2003 www.goulds.com ITT Industries R GOULDS PUMPS Submersible Effluent Pump COMPONENTS 7- Item No. Description 1 Impeller 2 Casing 3 Mechanical Seal 5 a 6 WE Seri 4 Motor Shaf[ �� 5 Motor ; ', 6 Ball Beari g ". " i s 7 Power er Cable 8 Casing 0-Ring1 1 _ wo 2 --- MODELS PERFORMANCE RATINGS (gallons per minute) Order No. HP dolts Phase Max. Amp. RPM Solids Wt. (lbs.) Order WE03L WE03M WE05H WE07H WE10H WE15H WE05HH WE15HH WE20H WE0311 L 115 10.7 No. WE0318L 208 6.8 HP '/3 '/3 'h 3 A 1 1 Y2 1 2 230 4.9 RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 WE0311 /3 115 10.7 1750 56 5 86 - - - - - - - - VV E - O -- 318M 208 1 6.8 10 70 63 78 - - - 58 - - WE0312M 230 4.9 15 52 50 70 90 - - 53 - - WE0511H 115 14.5 20 27 35 60 83 98 123 49 90 136 WE0518H 208 8.1 25 - - 48 76 94 117 45 87 133 WE0512H 230 7.3 30 - - 35 67 88 110 40 83 130 WE0538H 200 4.9 's 35 - - 20 57 82 103 35 80 126 WE0532H 230 3.3 40 - - - 45 74 95 30 77 121 WE0534H 460 3 1.7 ,, 45 - - - 35 64 86 25 74 116 WE0537H 575 1.4 50 - - - 25 53 77 - 70 110 WE0511HH 12 115 14.5 60 = 55 - - - - 40 67 - 66 103 WE0518HH 208 1 8.1 60 - - - - 30 56 - 63 96 WE0512HH 230 7.3 F 65 - - - - 20 45 - 58 89 WE0538HH 200 4.9 70 - - - - - 35 - 55 81 WE0532HH 230 3.6 75 - - - - - 25 - 55 74 WE0534HH 460 3 1.8 80 - - - - - - - 47 66 WE0537HH 575 1.5 90 - - - - - - - 37 49 WE0718H 208 11.0 100 - - - - - - - 28 30 WE0712H 230 1 10.0 WE0738H 200 6.2 WE0732H 3/4 230 3 5.4 DIMENSIONS WE0734H 460 2.7 314 (All dimensions are in inches. Do not use for construction purposes.) WE0737H 575 2.2 70 WE1018H 208 14.0 WE1012H 230 1 12.5 3500 WE1038H 1 200 8.1 1 V/2 " WE1032H 230 7.0 3 , ' WE1034H 460 3 3.5 RO ATION I� 5 /4 WE1037H 575 2.8 16" WE1518H 208 _ 17.5 2" NPT WE1512H 230 1 15.7 WE1538H 200 10.6 8'/2' WE1532H 230 3 9.2 3'/4" WE1534H 460 4.6 WE1537H 575 3.7 KICK -BACK WE151SHH 11/2 208 17.5 80 WE1512HH 230 1 15.7 WE1538HH 200 10.6 WE1532HH 230 9.2 WE1534HH 460 3 4.6 WE1537HH 575 3.7 WE2012H 230 1 18.0 WE2038H 200 12.0 WE2032H 2 230 11.6 83 WE2034H 460 3 5.8 WE2037H 575 4.7 Goulds Pumps and the ITT Engineered Blocks Symbol are Goulds Pumps registered trademarks and tradenames of ITT Industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. ITT Industries