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Home My WebLink About018-2019-11-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Pnvacy Law s 15 Oa (1)(mll Permit Holder's Name City village Township Rollinq Hills Residential Property Owrp TOWN OF HAMMOND CST BM Elev Insp BM Elev BM Description 2. 1CbZ• Zf I ce—Ze5la0*1 S� TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Dosing w Aeration Holding TANK SETBACK INFORMATION TANK TO P!L WELL BLDG Vent to An Intake ROAD Septic Dosing Aeration 'f� Holding PUMP/SIPHON INFORMATION /ilhir� Number I W-6D L;i IForcemain ILengt 11 � IDia Z f l IDist to Well QnIl AQQnITInAI QVQTFM STATION BS HI FS ELEV. Benc ly .-vir 'b I -L 06 10 (° I, Alt BIM Bldg. Sewer St/HtInlet St/Ht Outlet Dt Inlet DI Bottom tr l f i $•1 O �. Header/Man Dist. Pipe al� Bo System 3• Z .Zj� o&Z,l2 at Grade w, ,r + Cover RIIA6, i� a/1 � I by o5�t• BlEorpilleifeH -WAENSIONS Width / Length / Zee No Of TiencTlEs a,_v PIT DIMENSIONS No Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO L BLDG WELL LAKE/STREAM LEACHING tanufacturer INFORMATION CHAMBE U Type OfSystem / Mo Number 1 dC•i r]L'il Y I1�72 i.`i L.Y I S _ 1.9 1.I ;..A Header;Mandold t Length D D�a ` Distnbu D r Length la•'T� Dia-2_ Spacing .q xHole Size ?• x Hole Spacing ecy-1vv �..7 s, Vent to Air Int ke Qnll rrwr-R ., n........., c.......... n..i.. .. f1, A,-r.,.A. Anly Depth Over Depth Over xx Depth of xx Seeded Sodded xx Mulched BedlTrench Center Bedi7rench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present. etc.) Inspection 01 Gb' qr2�� inspection #2 71 202,.Z Location: 1637 72ND AVE r I ` 1.) All BM Description = 2.) Bldg sewer length = K/R - amount of cover t A Plan revision Required? - Yes X No 9(4Cde I Use other side for additional information. Date Insepcior's Signature Cen No SBD-6710 IR.J�97) „:�Ahl--i. --,s — /)/_ ""� �q .� 0 20it- Industry Services Division 4822 Madison Yards Way County St. Croix I•I ' •� Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) ppR b��i �! ur' e,1 opmeot P.O. Box 7162 Madison Wl 53707-7162 (e T l s y< anitary Permit Applicati State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriat a it 32200465-C is required prior to obtaining a sanitary permit. Note. Application forms for state are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal informawri you provide may be used for secondary J.t Mound #4 purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. I. Application Information - Please Print All Information Property Owner's Name Parcel p Rolling Hills Residential Property Owners Assc. LLC 018-2019-000 Property Owner's Mailing Address Property Location 3435 Labore Rd. STE 150 Govt. Lot City, State Zip Code Phone Number Vadnais Heights Mn. 155110 E ,, SW ,,. motion 29 T 29 N R 1 E or W 11. Type of Building (check all that apply) ✓ Lot a a t,an1 zIor2Family Dwelling —NumberofBedrooms �e Subdivision Name (x--�> �trblivlCommereial — Describe Use Blocka Rolling Hills Farm City of ff^ q illageof Ds tale Owned —Describe Use it -LA . CSM Number RIrown of Hammond Ill. Type of POWTS Permit: (Check either "New” or "Replacement" and other applicable on line A. Check one box on line B. Complete One C ' applicable.)1--� A. t/ ew System []Replacement System E][hher Modification to ExistingSystem (explain) y ( p ) i Additional Pretreatment Unit (explain) LJ Hoot 600 B' aoldingTank []In -Ground �4t-CiradcMPrmansfer �,/ `�C. Individual Site Design OtherType(explain) (conventional) ❑ Renewal Before Revision hange of Plumb OwnerExpiration t- = 12t6Of IV. Dis rsaVrreatment Area and Tank Information: f O , Design Flow (gpd) Design Soil Application Rate(gpd/sl) Dispersal Arca Required (sf) Dispersal At6 Proposed (sf) 'Sys in Elevation V� 2400 1.0 / .4 1.5 1600 /3922 1600 / 3922 1062.50 Tank Information Capacity in Gallons Total Gallons p of Units Manufacturer o $ y �/ /Jj �C ALI /OD emit C 0 G in v� New Turks Existing Tanks U rn ti R7 a Septic or Holding Tuck Dosing cfumbm 1250 1250 1 Wieser F17 I Ef V. Responsibility Statement- 1, the undersigned, swouse respow4bility f tallatioo of tie POWTS sheen un the attached plans. Plumber's Name (Print) Plumber' Signal MP/h1PRS Number Business Phone Number Keith Knudtson 648443 1651-470-1737 Plumber's Address (Street, City, State, Zip Code) 927 150th St. Roberts Wi. 54023 VI. County/Department Use Only Approved ❑ Di ed Permit Fee Date Issued iss in AgenLSignature ❑ ' $ �S� IZp e e eason for Denial a2-2- Q��to�� [[ }--�� STEM DWI :rova 3 J t� Septic tank, a tent Alter and dispersal cell mual bt.>mndglId(maintained -�11 I �— � • g„` as per management plan provided by plumber. 1 n a-tQ_ 2. All setback requirements must maintained Ak �) egy�A tb,r1C� UU f 0SFs rp�f�0_ as per applicable code/ordinances. ..1 -�) ce �kLf U � /� i lArIAAY C sanitary site Prove N For. Rolling HUIS Farm Reriden1W _Property Ormert.lmm4ation LLC, . Ro11ingffiXs`Am* 0wot l: ,Loti 11-14 Pm tuft*. SWI'14 sec. 29l?VY41V `' EIS re" ojwammoa - st. Croix Cgwuy MATCH LINE SEE SHEET 3 Y3 3 E� i E $~ LOT 13/20E0 LOT \ 1 d-'°' 16Proposed Wiesv Cooactc WLP 123PMR Dose ed H PTMUM wI Duplcs PICnP$ aad Shnlph STF Fdl as 62.721 x-0 LOT 17 Proposed 2• Sch. b PVC Dlglca FMB F.- 10"a All piping shall ccWbral to SPS Table 19430.3 Ilod SPS Table'WL30-5 /s SNUB 1ZN� 3 0 FM• p+ Fuv Pope 2 of atS, 10a0 AEL IT LOTCOR OLMOT 1 20.00 ACRES I WA41 50. FT. / 12 SO. FT. $ ��—L71-M-•701 SO F7. ` SO Fr. \\ h...r4 �a-lvc L Elev. -u SO. Fr. CPI2061 !8 UP2061 .• WC FJcv. - 1037. . - low-V �'rs.11p. Ibrv. ped BwB,r 11 �MI� .-1060.1SI' Ba1L11 73' 'f5•%? 1^° ! PIvlp,red V Scla 40 PVC or Aran D-3034 PVC Coav"m Pl" Bf2 KS • E - I060A' Coed R 9/004 B/3 L1Sof 1061.301 5021. I 1 Elev. -1071.95 ��Oare Std Bm#Iw 13 E-IMAi 3 KS R 2M6 BOIL13 CPS 20M aW I —, 10a1T1 B03 L 11 •� E an P-Pand 9IL 1200 R blwrd Dupral Cell loclkd abq the 1061 50' ecrglr ,A Symo f.IM of 1061 V * Dm Std BMIILM D Opn Fidd Sh . E-Imlw MOOIL45 Olo llryalid Sit Molo65it 1 Iq 1c a% f 106000' Lis Ella s d Walla 16 [j • F. - IOU 61' •E 5 w -1000-WBOIL, W 166000' S@BI2 L15 • MBI3 LIS I Appm im n to Serb P.L mou,cQ ge,- LOT-S i4— I q Bp; DIVISION OF 043USIRY SERVICES 10541 N RANCH RD HAYWARD W1 545434WW Contoa T1ro4 Rdoy nRp.1/d".w VoWpwW&r&4n sYyjWVW o Tony [wro - O*vo r Down CrYn • Mowwy March 21, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-3-21 Plan Review: PWTS- 03220046S-C Keith Stoner 23220 WoodcreekRd Siren, WI SITE: Rolling Hills Farm Mound 4, Lots 11-14 ....... 72"d Ave Hammond Township St Croix County E Y2 SW % S29 T29N R17W FOR: Condt0onaly APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Description: 16 bedroom-2400 GPD —18" to nt Manual —Ver. 2.0, SBD d Component limiting factor- Effluent Filter - Maintenance Mound P (N.O one, R 10/12) required. Pretreatment Hoot Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • The site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to public or environmental health. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 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. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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. In granting this approval the Division of Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ToilucaRowley Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715)813-9111 Joshua.rowlev(@wisconsin.gov ov Index and Title Sheet Project Name: Rolling Hills Farm Mound #4 for Lots 1 1.14 Property Owner: Rolling Hills Farm Residential Property Owners Association LLC. Address: C/O of Tyme Properties 3435 L,abore Rd. STE.150 Vadnais Heights MN 55110 Legal Description: Part of the F 1 /2 of the SW/4 ' Section 29T29N-R 17W Township: Hammond County: St. Croix Subdivision Name_ Rolling I tills Farm Outlot I Comp. #/Parcel ID. 018-2019-78-000 CONTENTS Page: I Plan Narrative Page: 2 Plot Plan Page: 3 Mound Plan View and Cross Section Page: 4 Lateral Layout Page: 5 Dose Chamber Cross -Section Page: 6 Pump Curve Page: 7 A+B Duplex Pump Panel Specifications Lots. Sanitary System Serving hots I 1-14 Page: 8 Hoot Systems H-600A Tank Specs. and Hoot Service and Inspection Form Page: 9 Management and Contingency Plan Attachments: Soil and Site Evaluation Report, Soil Verification Borings, Sample ATU Servicing Agreement, Hoot Systems LLC Product Approval with maintenance requirements and Hoot Systems LLC Installer Certification. Mound Component Manual Used — Version 2.0 SBD-10691-P (N.01/01 R. 10/12) Pressure Distribution Component Manual Version 2.0 SBD-10706-P (N 01/01 R. 10/12) Designer. Keith Signature: 3-15-22 License # Designer 157-007 Phone # (715) 653-2324 Page 1 of 9 Plan Narrative The following shared sanitary system design discussion focuses on the proposed 16 Bedroom 24001,rallon per day sanitary system to serve Lots 1 I thru 14 of the Rolling Hills Farm Subdivision. This plan complies with the St. Croix County Land Use and Development Ordinances. A "Conservation Development", Rolling Hills Farm is designed for 77 lots serviced by 22 dispersal components located on common ground. Appropriate easements and maintenance language were required prior to final approval. The St. Croix County subdivision ordinance requires that each buildable lot has a soil and site evaluation completed. For these 4 lots the mound dispersal area will he located within the tested areas for Lots 13, 15 and 16 with two verification borings completed. The sanitary system for Lots I I-14 is located within the common area known as Outlot 1. A four bedroom maximum design flow has been established for each lot. The county will require a sanitary permit for each lot prior to construction for setting the septic/treatment components verifying the design flow for each lot. These lots will required to set an aerobic unit and treatment tank with a built in trash capacity that will be connected to a 4" conveyance pipe that will gravity flow to a common duplex dose tank located at the south end of Lot 14 in Outlot 1, that will alternately distribute the highly treated effluent to a common mound dispersal system consisting of a 8.0 ft. x 200 ft. mound dispersal cell. The soil tests completed by David Steel are provided. The BM for the soil test for Lot 13 equals 100.00' or—1061.38, the BM for Lot 15 equals 100.00' or approximately 1061.54' and the BM for lot 16 equals 100.00' or 1061.41' using NAVD 88 Datum. A surveyor was hired to locate the existing irons and staked the septic easement areas as the agricultural fields within the subdivision had continued to be cropped and some of the irons and T-posts marking the lot corners had been disturbed as it has been 16 years since the original soil tests had been completed. We used Control PT.#2058 the Top of a wooden hub with an elevation of 1062.72 FL as our benchmark for the sanitary systems construction along with other available control points with known elevations. For this dispersal area site the existing lot irons were verified with elevations as documented. Soil verification pit labeled KS#1 and KS#2 were dug to verify the soil conditions and tied into the benchmark along with contours within the proposed system area. - - I - 1--- - Sanitary Sik Plan For: Rolling Hills From Residential Property Owners Association LLC Rolling Hills Farm Outlot 1 Lots 11-14 Part of the SWI14 Sec. 29 T29N-RI7W Town of Hammond - St. Croix County �► 20 N7�Az5� �1rjV� aE?E hN•1M115 _ C Is �a Pu6e 2 of w Lr_tV Iuw SI FM AEL LOT COOo TLOT i 29.0E AC iES 1.237.E41 SCL FT. WEL oT / '' y 1 �10 ° LOT LOT 21.7E1 so FT Jy u 3 12 i I'° 7E0 Jet so r F .4 nc MATCH LINE 3o FT �,,�, L4T w 2ua SEE SHEET 3 m.C.«Na OAS If SO. Fr. to AM1I Be ry - I063 23 vKT El" -l9n IL..sa &WI1aI II 3 n .. �• 1 !i. CYI A»: o E $HEM a0 $E LOT LOT 13 rI wM10 !d!r �y r a+•31 - low °"p` Pmry seal t^ scth a Pve or Agin D-30.34 PVC Cmveya pal L 11 Pipe Emj ..* . Ilo 18 ose Propd W'ie Cmaric WIT 125PMR nose enk� 9*2 KS • L - loao.m (, PC I49o4 W—T M/ Dupes Pumps aN Simfeai1 $11, of Wooded 11 t•'fM2� 1Men 039 1 w 6sled E!I.I,n „ A IV21 I I F]n - 107195 iA 3% BOSOMS N 20% 0641103 Aa9UM6D .— I96I.72' E-laa ss CPa 20M H W I jack, _uur. • mIII, LOT E - 17 Proposed2•SL. 40PVC Uq<csFM.'s 002 Mopowd 9 11 s 200 E Mourd Unpen al Cell 16ra4d alvq Ile 1061 W comour ,Ja SSaem E3t< or 1062 50 Dv< Sw464<I Lu1 It �a rInw6e• I+< 3LfE•r:- lo6oly ; All piping shall con(am In SPS Table 39/.30.1 IGW au L75 and SPS I able YN.30-S r � M813 L/E ) n W eSS 16pprm INrO uaF P1 NaUI& 9,,- lo� rG- iLf � Da A+. Mound Plan View L Mound component Dimensions A R2AI EB D F " G 6" (n sq.) Dispersi,l Con Area 12 (BPdlft) Lincar Loading katc Finished Grade TfT6 •5 ft) I F Dispersal Cell Elevation Shading Key ® Topsoil Cap ® Subsoil Cap ASTM C33 Sand ® Tilled Layer ® Aggregate Page 3 of 9 H 12" K r J 6. LM4r w 3 2.0 1tL') Dual Arco Avadabk Ift) I/10 (t nbs. Ptpc Placer mt Mound Cross Section View Aggregate Dispersal Area O I Dts t ED Cc KI �� _.ME NI061.50'(0) Contour Elevation 8 %Site Slope observation Pipe to be constructed of 4" diam. pipe w/ water tight cap, a minimum 6" slot anchored with 3/8" rebar or a water closet collar. Detail of Typical Dispersal Cell ° A - Wile Fabric Cover Duplex Forcemains to the Center of the Dispersal Area w/ End Manifolds Lateral Layout Diagram 4.331 P Note: F.M. attached to S center of the manifold. 1 � x Turn -up %%hall valve or ckan out plug Number of laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate 102 Cell Flow Rate Svstem Flow Rate Total Dynamic Head Duplex Force Main 2 per F.M. 2 98.75 4.00 21.60 43.20 86.40 23.88 Lateral Tum-up Detail Finished Grade 6" to 8" diameter lawn Sprinkler Box .25 fi. in. R ft. gpm Spin ft. Page 4 of 9 P —- Laterals and Pone Main of PVC Sch. 40 per SPS Tahte 384.30.5 8% r X Holes equally spaced on bottom of lateral Note: Forcemains coming into the center of the dispersal area. Ist hole approx. 1.25' from the manifolds with the hole spacing between the manifolds of— 2.8311. North manifold + North F.M. feeds the north 112 of cell and the South manifold + South F.M. fends the south 1/2 of cell. Orfice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Diameter and Length 5/32 or 0.156 2.50 40 10.00 4.00 2.00 2"/ 1 12' per F.M. Threaded Cleanout Plug or Ball Valve in. ft. Rv )droee R. n. 3. Note: Lateral ends at last orifice where variable length to ceanout begins. / Long Sweep 90 or Two 45" Bends Same Diameter as Lateral Distribution Lateral Page 5 of 9 Duplex Pump DoseTank Component Cross Section Approved Manhole Covers With Warning Labels and Locking Device / 4" Min. Above Final Grade \ Weather Proof Junction Box Electric per NEC 300 8c SPS 4" Sch. 40 Vent / 316.012 WAC > or = to 12" r Above Final Grade n Note: SJE Rhombus Type 122 Duplex Outlet Location(Demand Dose) ved 4" Sleeve ILAItemate Top of inlet _Approx. 1051.60' Main Diam. , 2" " Weep Hole or Anti Siphon Device Note: Pump switch and alarm to be A Duplex Force Mains wired to separate circuits. B Pump Off Flev. 1048 7T W LP 1250-MR C Duplex Pumps Tank Mfr. Wiesen Concrete D 1048.10' Dose Tank Elev. _ Vertical Difference Between Pump Off and Distribution Pipe - 14.23' Per 112 Minimum Required Supply Pressure ...................................... = 4.55 of cell _I 12'- FT. of Force Main x 4.11- Friction Factor/I00FT..._ = 4.60' per dose Note: Maximum dose per Pressure Loss Through Filter .................... 50' F.M. assumed to be F.M. or 1 /2 cell equals 240 gals. Total Dynamic Head .................... = 23.88' near equal in length. Min. dose per cell = 160.96 gals. Number of Doses ...= 6.3 _ Per Day Gal. Per Day/ Nof Doses = 190.60GaL (Duplex Volume of Backflow........................................................... ......... - 18.26 Gal. PumpsAhernating Total Dose Volume..................................................................... = 208.86Gal. between cell halves) Pump Tank Capacity 1253.16 Gallons Dimensions Inches Gallons Pump Tank Volune 34.81 Gal/inch A 20 696.20 E3 2 69.62 Pump Mfr. Goulds C 6 208.86 Pump Model Wl -05H D - 8 278.48 Minimum Discharge Rate = 43.20 GpM per pump Alarm Mti. S.J.E. Rhombus Total= 36 1253.16 Alarm Model Tank Alert I — Bed Tank per SPS. 383.45(5) ;_;� A/ V i`14 M - W WWi@ 4t1H fflkl AtiM pff WS �UA3 AXO. METBtS FUT I 3( I: u 50 60 70 80 90 100 110 120 130 140 150 160 GPM I I I I I I I I , , , I , , I 0 5 10 15 20 25 30 35 m3/hr CAPACFTY COMPONENTS Non No. Desuipdon I Impeller 7 rasing 3 Mechanical Seal 4 McAor Shaft 5 Motor d Ball Beanngs 7 Fbwer CaNe 8 Casing O.R,ng /1 5 8 1 2 M. 4 3 PAGE 3 Wastewater Page 6 of 9 PERFORMANCE RATINGS (galloon per rninu!p) Order No. WE-03L WE-03M WE-05H WE-07H WE-tOH WE-15H WEOSHH Wi16HH HP WE-20; ,5 A A �6 2 RPM t 1 3500 3500 3500 3500 3500 S 3500 3500 86 86 - 10 70 63 78 94 - 58 95 15 52 52 70 90 103 128 53 93 20 27 35 60 83 138 98 123 49 90 136 25 5 15 48 76 94 177 45 87 133 30 - 35 67 88 110 40 83 130 35 22 57 82 103 35 80 126 45 - 45 74 95 30 77 121 45 _ 35 _ 64 86 25 74 116 50 25 53 77 70 110 55 _ - 40 67 66 103 60 _ 30 56 63 96 65 _ _ - 20 45 58 89 70 - - 35 55 81 75 — 25 51 74 80 90 _ _ - - 47 66 100 _ _ _ 37 49 28 30 DIMENSIONS (All dimension; are in inches. Do not use for construction purpos«,) I-*— 11 Yz" _ ROTATION I-<-- 535. 8;6" KICK -BACK %.. PAGE 5 Single phase, duplex alternating Pump control with override. Page 7 a+b of 9 The Model 122 control panel is designed to alternately control two 120, 208, or 240 VAC single phase pumps in water and sewage installations. The aftemab" action equalizes pump wear. In addition to the alternating pump control, this system provides override control should either pump fail. If an alarm condition occurs, an alarm switch activates the axudio/visu t alarm system. ides ov n applications include pump chambers, sump pump basins, irrigation systems and lift stations. r=rwaysure measures 1 o X 10 X 6 inches (25.4 X 25A X 15.24 cm). Choice of NEW 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable mounting feet for outdoor or indoor use). Note: Options selected may increase enclosure size and change component layout. 2. Magnetic Motor Contactors control pumps by switching electrical lines. 3. HOA Switches for manual pump control (mounted on circuit board). 4. Control Circuit Board provides pump control and alternation. 5. Green Pump Run Indicator Lights (mounted on circuit board)- 6. Circuit Breakers (optional) Provide PumP discarmect and branch circuit Protection. 7. Ground Lugs 8. Float Status Indicator Lights (mounted on circuit board). 9. Control and Alarm Powsr Indicator Lights (mounted on circuit board) 10. Auxiliary Alarm Contact, form C (mounted on circuit board). NOTE: Schematic is located inside the panel on enclosure cover. STANDAm ALARM FACKAW 11. Red Alarm Beacon provides 360' visual check of alarm condition. NOW: NEMA 1 style utilizes a door mounted indicator in Neu of a beacon. 12. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating) Note: NEMA 1 style utilizes an internally mounted buzzer in lieu of horn. 13. Exterior Alarm Te*MormaVSilence Switch allows horn and light to be tested and horn to be silenced in an alarm condition. Alarm automatically resets once alarm condition is cleared. 14. Hom Silence Relay (mounted on circuit board). NOTE. other options available. / Enbre control system (panel and switches) is UL Listed to meet andlor exceed industry safety standards / Dual safety certification for the United States and Canada / Standard Package includes three 20' SJE Signalt4laster• control switches / Complete with step-by-step installation instructions / Five-year limited warranty SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS. SEE PRICE BOOK FOR LIST PRICE. Model Shown 1221W114KSA C©U LIlt1� - SIM Rho - us. PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847A617 Fax email: customer service@sjerfpmbus.com WWW-SjCf MbMCON 122 MODEL 122 ALARM PACKAGE (—� 0 = select options or no alarm package `�-1�7�_ =alarm package (includes leaffiorrnal/silertce switch, ENCLOSURE RAnNG------JHp I = Indoor, NEMA 1 (metal) w = Weatherproof, NEMA 4X (engineered thermoptestic) ,� /STAR agn DEVICE ILir_�J 1 = magnetic moron contactor 120/208/240V 9 = magnehc motor contactor 120V only PUMP FULL LOAD AMPS = 0-7 FLA 1 = 7-15 FLA Z = 15-20 FLA 3 = 20-30 FLA TE fuse, red Itght, & hom) PUMP DISCONNECTS 0 = no pump disconnectt 4 = Circuit breaker 120V (select STARTING DEVICE option 9 above) 120rZlW40V (select STARTING DEVICE option �FLQAT SWfTCH APPLICATION ®H or L = pump down or pump up (select 17 option) X = nD floats OPTIONS La"d wow above) ENCLOSURE UPSIZE - If you selected one or more of fhe * options, or two ** options, a one-time enclosure upsize fee would apply. ,.ark �cea.nrhawv Q 1 A Red beacon only I no audio (must soled 1O' for CODE 10K O alarm package) IC lean only / no vmj* E�** 11 C (must select 'lY for alarm package) Q 11 D ** 3A Alarm flasher [M* 14B * 3B Manual alarm reset *4A Redundant off (select Option 4D if floats mcludeM [� 4B Red redundant oil imirator 6 alarm 16A (must select Option 4A also) 16B 4D Redudar4 off float 16C (must select 4A opbon) (select 17 opton) 160 * 5A Themral wbutIft" senses auto reset 17A (for pumps w/Mhemkal switch leads) 17B ® * 5E Seal fawe circuit d red wxkator (2 wire) 17C 6A Auxiary alarm contact, lam C 17D (nduded as ftandero 17E 8A Elapsed infra meter 17F * aC Event iyycle) counter 17J * B_A Pump overload 19B specify amperage after number 9 followed by letter "A"... Example: 912A - 12 amp pump. 19F DESMFT u Ants -condensation heater NEMA 1 alarm panel NEMAU alarm panel Main disconnect (rotary s)le, mounted m mugh door. non -fused) (must select circuit breaker) 0-20 FLA (total of both pumps) 20-60 FLA (tool of both pumps) I O' cad rn Neu of 20' (per Awl) I Y cord in Neu of 20' (per float) 30' cord In Neu of 20' (per Boot) 40' cord in Neu of 20' (per float) SJE SignalMlastar" / pipe clamp 40 (per ftoup SJE SonhWaster"I extematly weighted ID (per Now) Sensor FiosP / mlernaly welyled ♦ (per Ifoef) Sensor Floal' / edemaly weighted • (per Boat) Sens" Float" Mlrr I pipe clamp A (per Boat) Sensor FbAO MIN I exlemalty we~ A (per 9Dat) Sensor FloaP I pipe damp ♦ Low PW Lead lag selector switch Fou th fleet to separate Warm fuhcban from lag TOA (TeswIllAutomatic) switches and pump run turps * 0-25 FLA through door moused 25-30 FLA (] 19U HOA (Hand/DNAutommn asc) swtdms and pup nlights 2 10E Lockable latch - NEMA 4X tluou2h door mounted 10E Lockable latch - NEMA 1 0 19X Door mounted pump run udicalor � * 10F Lightning arrestor (select pump cmM ilreakeQ • Mechanic* -activated ♦ h7erwry-acivaled nau"s rr .ar+mv ss_ MODEL 122� W 9 0 4 H 6A 8AC 17A Alarm Padkalp Etwlosue Ratting Starting Device Pump Full Load Amps Pump Discoutect Float SvAbch Application Options: Auxiliary alarm contact, form C, Etapsad this metier, event (cycle) counter, SJE SlpruiNinte&I pipe clamp Private Onsite Wastewater Treatment System Mound Management Plan Pursuant to SPS 383.54 Wis. Adm. Code each Private Onsitc Wastewater Treatment System (POWTS) Shall Include information and procedures for maintaining the system within the parameters of SPS 383 and 384, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for the system will be filed with the county zoning or health department. This management plan complies with SPS 383.54, Wis Adm. Code, the Mound Component Manual for Private Onsite Wastewater Treatment Systems (Version 2.0) SBD-10691-P (N.01/01) R. 10/12 and the Pressure Distribution Component Manual (Version 2.0) SBD-10706-P (N 01-01) R. 10/12 Table 1: System Design Specifications Number ooms 16 RFIow PD) 2400 Com Went Size ft 1600 Pretreated Effluentit Gal. 400 Pump Chamber Capacity Gal. 1250 gallons Type of Wastewater Pretreated Domestic Pre -Treatment Unit installed structure HOOT SYSTEMS H-600 A Table 2: Soil Absorption Component — Limits of Reliable Operation tic Tank Component Soil Absorption Component 1800 GPD 600 r structure rDesignFlow-Peak article sire NA s 1/8 Inch 5 (mg/1) NA s 30 mwA (mgll) NA <_ 30m I Maximum FOG NA NA Table 3: Maintenance Schedule ic Tank In t and/or service once eve 3 ears e Tank 1n- Line Filter Pump Chamber jSoil Should inspect once a year and clean every3 ears t once eve 3 ears Absorption Component Flush laterals every18 months. HOOT SYSTEMS H-600 A Service every 6 months for first 2 years. Then annually there after per maintenance avivenient See attached. Page 9 of 9 a, b + c Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under we. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, W is. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. fhe outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the litter 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 scum and sludge 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 an 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. Pump Chamber The pump chamber also requires monitoring once every three years or the time of problem, complaint or failure. Inspection should include checking the dose rate, volume and frequency. Warning: The dose chamber may fill due to flow continuing during pump malfunction or power outages. One large dose when the power comes on or when the pump is repaired may cause the dispersal system to have problems. In this situation, the pump chamber should be pumped by a licensed pumper before pump cycling begins or other measures shall be used to dose the component with only the proper amount of influent. This may include manual operation of the pump controls until such time the pump chamber has reached its normal level. Note: A Simtech STF-100 effluent filter will be installed in the dose tank for each force main to provide the filtering of the effluent to the dispersal cell. Septic tank and Pump chamber risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry to the tank Warning: No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment or holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be accordance with SPS 383.33, Wis Adm. Code when the tank is no longer used as a POWTS component. Page 9 of 9 a, b + c Page 8 of 9 106' 3174}' rr � -,�r Di ` "jr- 4' CAS HOOT SYSTEMS, LLC WO GPD GRAVI �"E SYSTEM H-600 A TANK SPECIFICATIONS DIMENSIONS: WALL 3' BOTTOM: 3' COVER: 4' MANHOLE 12' Q 24' I.O. PLASTIC FIBER HEIGHT: 70' O.D. POL YLOK 12' ACCESS L1D (TYP) LENGTH O.D. > i m 4 WIDTH: 71/z' O.D. 8 J) BELOW INLET: 57' O.D. LIQUID LEVEL� 51' 0 40' I WEIGHT: 11,135 Las. 4 Lu R 1-ms INLET AND OUTLET: 4' CAST -A -SEAL (CAS) B00T OR EOUAL W ; ! COVER; MIX DESIGN /B (NO FIBER) �f Q TANK: MIX DESIGN /B (SMALL FIBER) v CUSTOMIZED TANKS FOR CUSTOM TANKS CONTACT WIESER CONCRETE E2 SET RISER (TYP) 3 N r1 o I O �sOD T r h TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REOUWMENTS aoa U < U F a IRAWINGS SUBMITTED FOR APPROVAL = 4PpgovEn BY: _ DATE: [SH1.0EFT,IxDYu DDUCTS NEEDED BY: Page 8 b of 9 Hoot Service and Inspection Form This testing and reporting shall be completed, signed and dated after each inspection. One copy shall be retained by the maintenance company. The second copy is sent to the local Permitting authority and the third copy is sent to the system owner along with an invoice for services by the maintenance company. t. Actual Date of Visit 2. System Inspection of Owner - Address: City, St., Zip: Inspected Items: Operational Inoperative Not Applicable Aerator................................... 0 L Aeration Plumbing ................. Q G Air Filter ................................. Q Q 0 0 Effluent Pump (if applicable)....... Q 0 Chlonnator ............................. 0 Q OK System Light .................... Q Q Q Alarm..................................... p Q D-Box ...................... Q f Air Filter must be cleaned each service visit. Operation of effluent disposal system must be made each visit (if pumped). A system with greater than 70% Settleable Solids in the aeration chamber must be pumped to avoid solids leaving the tank for the drainfield. 3 Repairs to system (list all components replaced): 4. Tests Required and Results. Test Required Results BOO (Grab) IJ TSS (Grab) f� Fecal Coliform Q 5.Comments: Test Method Signature of Inspector: Installer 11 or WW Lic # Soil Absorption Component The soi I absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures arc key factors in extending the useful life of this component. The soi I absorption component's operation must be assessed by inspection at least once every 3 years. Lateral turn ups are provided at the ends of the laterals for the purpose of Flushing the lines of any solids. Flushing these lines should be done every 18 months. The inspection shall include recording levels of ponding, if any, in the observation pipes, and visual inspection for any evidence of surface discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, clogging of the soil. Planting of deep rooted trees and shrubs directly over or within 10 feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Contingency Plan In the case of septic or dose tank component damage, measures shall he taken to repair or replace the tanks to there original operating condition. Problems with the pretreatment unit should be addressed to the POWTS Maintainer. Bi-annual/ annual inspections should prevent any complete failure. Should failure of the distribution cell component happen, the system shall be inspected to determine the cause of failure, effluent quality testing and wastewater flows. Steps taken to repair or replace the dispersal cell may involve the removal of a bio-mat which would require cleaning or replacement of the distribution network as well as replacing the aggregate system and clogged portions of the sand fill. Component Owners Contact List Keith Knudtson Plumber/ATU Maintainer (651) 470-1737 St. Croix County "Zoning Wieser Concrete Products _ _ Maiden Rock Wl 715) 386-4680 800 336-3416 Se tic Pumper_ _ Powers Sanitation 715 249-5738 HOOT SYSTEMS LLC H-600 A 888 8784668 Page 9 of 9 a, b + c • COM WO SOIL EVALUATION REPORT DepQrnent of COrmew in aocordanee with Cann 86, VAL Adm. Code 1 of 3 l MW*a of Safety Mil amp+ ste.h soil SerAce Albeh PIMe silo Pbn an paper not less than 8% x 11 inches in size. Pion must Cmi nty inGrxis, but not limibd b: vertical and horizontal lefts lce St. Croix F slops, scab ordinensiorn. nob arrow, and lacy ana d does newt road Pareal I.D. r P"a" PIW ON Mforrnation. Per=* **Mwlw YW pdtde RMP be Lead tOr NrandMY pOCOINM ftAq Lew, s. 16.04 (1) (m)). u+i Data 1 n� Propeft Owner RECEIVED Prop" Location iing V RoFpe 6Of Hanx►artd LLC. GoN. Ld na SE1/4, SW7/4, S29, T29N, ROW ProParb Owneft Address Lot • Bbr1r s Subd. Name or CSW 400 2nd A JUL 1 9 20Q6 13 _ _ no Roft Hils Farm CuIY State zip Code Phone Numb er" Glr J Miaps LJ Town Mad eanest Ro Hudson Wl 540�a C"g%gaw Hammond 180rn St New Conebuctlon Use: ()Zf l / Number of bedtooms _ 4 Code delved design flow rob d00 GPD J Rsplerament U Public Or oommerCW - Des=be: no Parent nnoto Silly sedirrmt and u Flood plain ebvadoo, i applicable no ft —__ llderfyin0 reddleh sw�dyloam tit! -- _-- General corrnuW Mound design. system elevation 100.66ft based on contour fine elevation 99.86R. Aininam of 12 kxlnes and roobmmeMations: of ASTM CM mound sand. H Borhp of Borft Pill Ground surfaos alev- 99.65 R 000 to Nmltinp faetor 40 in. Soil Rats Hortaon Depth in. Dominant Coin Nhnsei Redoe Description Ou- Sz- Cont. Color Texture Structure Consislam Gr. St Sh Boundary Rails GPda• —EM -EW 1 0-9- 10yr3/1 none s6 2msbk mfr CS if .6 .8 2 9-20 10yr4/4 none none �none Sid si Is 2fnsbk om i mfr no CS if .4 .6 3 2G-30 1.0yr4/4 CS ow lvf .2 .6 4 30-40 7.5yr4/4 OS9 lrtvfr no .7 1.6 5 40-W 7.5yr4/4 c2d 7.5yr5/6 d om re na no .0 .0 a Boring Boft pX Ground suAace ales. 99.65 _ fl. Depth to iinMkrp lector Z♦ in. Soil Application Fiats 106004 Depth in. Dominant Color IUu»ell Radar Description Qu. S _ Cont. Color Tedue aa Sttucb Gr. Sr- Sh. Bound" Root WOW so 1 9M 1 2 0$ 10yr3/1 lone si Cos 2msbk mfr M mvfr CS if .6 .8 8-24 7.5yr7/4 none 9w na .7 1.6 3 24-36 10yr6/4 C2d 7.5yr5/6 sd om no re na .0 .0 ' Esuent et - OW 5> 30 < 220 mgA and TSS >30 � 1 SO myL . Effluent n = 8005 ! 30 mq& and TSS 1.30 mg& CST fVsrtle (f'feses PrtrA Son �CST Number David J. Steel 248956 Addfass Sbefs Sill Service Date Evalushon Conducted Telephone Number 9e4 20M St. Baldwin. M 540W 611=008 715-760-0347 oonn (ewes) Oft" • Ma'fmawm�w4w_ fraS•!� Fill~ 1,-, - -- a.--i • rfa wr aRra Or !aa - �— ar fawn! -_ S )ras 14.N _. Di f4M • °'�' M . r s_ • .r b w • w r � 1 tY ff)•NI_fglrf w _-Ifl _ "� r.. •- - T I t ., a..f W r. �. w.•frrrr , ■ fIr a aaai Ri ' aMia r..•r ar _ i �~• r tin arrrr _ . awrr.rr r.rw _r ova ff.r •fafbyr )ry � uf! • M,r aRor Ofr. !R! {{ w J_— F-4 wq_s.wr�r.yw 1►Do.w rar...•e n.•w_rA...r..+rrw.Y rr.rr�•s rt.s r r..•.s•rr f� frfrrr. rs.r rra)..)ni. rrf rf..s.r..,. STEEL'S SOIL SERVICE DniA 1. 9r.f Ropily lDL Orlimlolood LLC $MMak M44DWMM 1wN.+fruf.n+.raMJl�f. a.u.;ti wl Mole Is fRWA i....rwr+.•wu.•c. Difr)IS•7.04DO MNb F4 YMM Fw•:a 12 ib 7f liia•7•MI 71. rf.rr. r.vl.r„f . rrfy • rff•nl:gr: �. qy rf• •:fIM a�w lb MalrrY rMrgfrbrr.,• r�rb Mr •wrwrfrwfrrr frrMr.�a•Rr/. 1� M • rrr.. fr fm.0r fgr)Tir� • •YrwsrAa a/M ar, r1 iMrr � �f � q•f fl IQ• Alf � - lmt MU� ••l r le- Depertratt of C1tfrwriafm Division of Solely and Buildings SOIL EVALUATION REPORT in meaudrtrb wlh Comm 85, WIS. Adm. Cads 91942 Paps 1 of 3 slows —Gal Sw*o A11adi 00n�is1� sib plan on paper not less Man 8%x 11 inches in sae. Plan must County incirda, Dui not Foiled b: St. Crab( vortical and hoAxor" reference point (BM), dnechon and percent slope, scab or dimensions, north arrow, and location and distance to nearest road. Panel I.D. Pending PMase print &D inforrinarb m. R«Nvwd By - — -OMB — Perearel I ft rweon ym provide in eqry e ey bs used for �soor"y purposes (PLa. s. 1 S.e4 (1) (m)). Property Owner Property Location Raging Hilo Of Ha MVW LLC. Gout. Lot no _ SWIM, SWIM, S29, T29K R17W Proporq ownsls MlaiWV Address - - Lots Blodt s i Sebd. Naar or C SMr 400 2nd at i ( no t Raging Hft Farm --- ---- --- Ciry Spin Zip Code Phona Nurnbsr q(y 1r&W Town Noose Rood — Hudson WI 1 64016 ; 715-386-0230 Hwnrnond 16OTh St New Cormtruction Les: ` ResidaMial l Number of bedrooms 4 Code derived design flew rate 600 GPD Replacement Public or oommerclat - Describe- na _ Porern material Sitty se_ dimerrt and underlying reddish sandy loam tle ' Flood plain slevotion, if applicable --na _ ry General comments Mound design. system elevation 101.71A based on contour line elevation 99 55n Minimum of 14 inchos and rawmmendations: of ASTM C33 mound sand. o:-B _ " Pit Gmutd surface olio. _... 99.60 1L Daplh 16 Nmsatg Isdim 29_ W Soll Appf o@w RWA .I ..Dominant Fiorllzori Depth in j PW W I Redact Description I Tmmn'e MltnssN pa. Sz Cont. Color . Stntcltae I Or. Sr- Sh- Boundary Roots GPOW 'tit 'eu2 1 o-10 10ylvi done i so aid 2tmsbk mfr 2m9bk C mfr cs gw 1vf 1vf - 6 8 .4 .6 2 10-29 10yr4/4 no" 7.3yr4/4 L narle 3 29-86 ' $1 om ` na no rle .2 t .6 i I 60fNq I pit Gmued suftoe e1ev, 99.50 ti Depth to Nmldng factor - 22 In. Appil slbtt Rate ileepori Osstlt I tlomhrK Dolor I RDSKOP f011 in. 111tmsell Ou. aL Corti Color TeAsa } Stnwtu'a C Gr. Sz. Sh san dart' Ram I t3PPIR' -am ^East 1 i 0 8 I 10yr3/1 flans sN 2mSbk mfr rs none j slid 2msbk mfr gw c2d 7.5yrS/a i sd om nd rib lvf nit 6 —.4 8 .6 2 ; 8-22 j 10yr4/4 3 22-W 10yr7/8 ins 2 .6 ' EBluent s1 - B00e 30.220 moll and TSS >30 + 1 SO mWL 'effluent 82 = BODS <_ 30 mg1L and TSS 00 mgfL CST Nams (Pious PMt) CST Number David J. S1e0 _ _ _ 248956 Address Sleets Sod Servios -. - Date Evaluation Conducted Tetepnone Number 994 200th SL Boldwi t, w154002 6111110D6 715-71604347 e8on110 ncamol Propery Owner PjRNV !MM[ Of Hammond 11 C. p&mw to a Pending pops 2 d 3 a.71� Pit Grnurd arafam slew. -- 98.10 R. Depth to fmltln9 fwW in Hahne 0e0 in. DomM M Color Mt' m 1 Redox D&Wr"m i Trdure I Oa a Cord. Cola . Strom Gr. & Sh. ! BewsAary ! RooY.. C,aOAr 1 0-12 12-26 26-38 38-60 10yr3/1 10yr4/4 7_syrt/a 1Drr718 torte $11 riot ! Sid d 2rtlsbk mfr I mtr f ►W+9w na es lvf c5 !vf na no .6 .8 2 3 i 2rilsbk i om _ 1 .4 .6 2 6 .0 4 c2d 7.5yrW6 I grad .0 i ❑ ga„p t ` Bong _; Pk Ground surface emv. _. fc Depth to fiftbnp teclor ih. jici AM, limbo Do* In. Dim ird Color faedOx DaagfOm tAurnrea Ou. Sz. Corti. Cobr i Texture Structure comimilmlBamdry i of. &- Sh. Roble OPL1rR' i f Boring aonng 1 [. P4 Ground 9urlace slew. —_--- R. Depth to Wr itIng taGnr _ trc Sag AWkxftn R ate Horimn DOW in Owmant Color Radox DeeGtpW Texture Mlunwl Qu. Sz Cont. Color 9fi uMm Cormalorm Gr. SR. Sh. ! Boundwy Rood OPOIr •u t �ltet ' Effluent i1 = BOD? 30,S220 myL and TSS a30 150 mglL ' Etsued $2 = BOOS -� 30 mg/L and TSS -S30 mg1L The Depnlmma ofCommeme is an equal oppoAwdty service provider and empioym tf you ncut assistance to aocessm scrvicos or ttegd =I trial in an aleemft forma, please contact the deparmnent at 60&266.1151 or M 608-264.8777. WOMMacoroot 9ws SaSWAM STEEL'S SOIL SERVICE 3 of 3 David I Steel Rolling Hills Of Hammond LLC 994 M" 9t CST-POWTSM Set/4,SWl/4,S29,T29N,ti17W Lic. 0248956 Baldwin,� 54002 TQVm of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 15 Fax 715-684-3449 Ibis soil aduotion war aandwad to satisfy a =4 regtdtemertt, it may or mRs nm be suitable for your, um. Tha kad'oa of this tsar MAY or may not be as showr4 as ptxn�etrt lot Baas were not establilEed at the time tie stul test was conducted Us"d N 1"'-40' ♦ "Bmehmmt fue. 100.00 0 Top of 3/4" pwo p*c • - Alt Beactmtatk Eta. W.W ft Top of 3/4" pwc pipe � = Boring 5E Corn per Boft Elevations P,, Bl = co fA rf Lola j 1 +i j1 SOIL EVALUATION REPORT #1941 f Mwtr ant of Cannwrce in accordance with Comm 85. vas- Adm. Cods Pape 1 of 3 Dlvidon of 60*y and SuildMgs Steel's Soil service Counq Attach complete site plan on paper not less than 8% x 11 inches In atze Plan must St Croix include. but not Mnited to: venial and hor¢orttef reference point (BM), direction and POW LD. - — percent slope, scale or dimensions. north arrow, and location and discs. to near" road. Pend_ Please print ed ArWonnadon. Reviewed — Oft Penota y bdanatfon ysu prowde Maybe used for aeconauy purposes (Privacy Law, s 15.04 (1) (m)). I Retying Hills Of Fttlmttlond lL.C. OwA Lot ne Sill 8W1/4, S28, 720K R17W Properly C{wrar's MalfnB Atldwst -- f wi Blcdr �• $tiid. Name er CS41f 4W 2nd of Ile "aIRo*V Flilk Form city Stele Zip Code Phone Number -- CaY � Wisp F7 Town Nearest Road - - Hudson I Wf mole! 715-386-0230 Hammond 160Th St r New Construction Resldenlbl ! Number of bedrooms 4 -- Code derived design flow rate. 600 GPD Replacement Pub60 or commercial - Descrbs: nil Priest msMrial 5ity cedlment and underlying reddish sandy loam till Flood plain elevation. if apphcabie _fie ft tenon owiments Mound deslgn, system elevation 101.DOfl based an contour line elevation 99.50ft. Minimum of 18 irides OW mcommendatiaa: of ASTM C33 mound send. ,. pyt Ground surface alev. 99.70 A- Depth to Fmit.g /actor Rab Horizon Dapoh in- Dom h d CDfor Redpx Description Mu r" ou. Sz. Cont. Color Textiles BlnrYure ,Consawl Gr. sz. Sh. ' Boundary Roots . :OPOW tw '@an 1 0-10 10-18 10yrW1 10VW4 i none _ none SH 2msbk ruin cs lvf .6 .8 2 ski 2ntsbk mfr rs ire Ow na na .4 .2 .6 .6 3 118-29 SEIyr7/8 aid 7.5yr5/6 to om 4 29-48 1011,11,718 mp3 7.5yrSI6 sd 0m i � no to no .0 .0 I 8 :J � Ground surface elev. _ 9%70 ft. Depth to lmhing factor 21 —In. 150 Appioaroh Rate Fisrflsbtr Dom Dwilinerrt �� %dou Description . TOWN im I Ahareu I Ou. Sz ron Cow. Ca Structure cit. Sr- 8h. I Boundary Rare "FBst 'Etna 1 0-12 i 10yr3/1 none so 12.21 i 10yn4/4 none -- �5td- 2rrtsblt 2msbk mfr CS I lvf 6 .8 2 nib 9w no .4 •2 .6 3 21-M 10yr7/8 cd 7.5yr5/6 s( urtt na na no b � I i EM= t ll = BDD? 30 < T20 mo& and TS'S >30 < 1 ti0 mgti ' EflhuM 12 w BW. <_30 rr*& and TW < 30 ntpll CST Neils (Please Print) / 8 CST Nlrrnbar David J. StW 248968 Mdnss Steers SoM Sews - Dale Evrk*W Conduraed TeMphora Nw6w M 2001h 8t Beldsdn, W 54002 81122008 715.7t1D-0347 SHDtlM41oNWI i►ly Oltnar Rt>Uirty 1{�1= uC Parcel no lt� nq — POP 2 of 3 3 � - Daft— — 0' Rt cira,nd,wfr ebr. o It DeM to re *N *W — �OP�c110on 1 Caron Redu Corr Teobn StnxMn Boundey Neata 6ftW1C' 1 013 Or. Sz Sh. "tsA1t" . 99M 30y13/i none ql 2rnsa m6 2 13.25 1 _ L �� !vf .6 .8 Ow _ 3 ZS-3D _ 10yY//8 c?d 7,5yr5/6 sidl � ---�-- --� —na ..O►+r t1e d 0 4 38.48 10yr7/8 t•2d sC1 am MLno d A o. c: Pit around kwtwe elev. _ . - _. R Doh to em" factor Mob* Dap% Dominant COW %dom Dell Tabun: — n. 1 RPDkCition Ri Kr. MunsrrU Qu. St. Cont. cow : atenoe &"411q : Raab G0D11l' 'EIMt � - ^t-.. ❑ Botirp i -- B0^^9 — Pit C~w surface ilex. — ff- riu.IA r. u...� a..._. ' Effkrint Yf = a0D5> 30 < ZZp MO& and TSS >3a < 160 rnga ' Efnnsrrt tf2 = BDUs c y[t mprL and TS3 < 3a mgil The Deportongar of Commerce is an equal opportunity wVice provider and em to If P � You Deed new material in an altemele aelisteoce to seaas airYiaas a aauauo Ream) former, please contact the departrrw)at at 60&2W31 S I or 1'fY 60E-264.8777. 61aMs Sal +ante STEEL'S SOIL SERVICE David 1. steel Rolling Hills Of Hammond LLC 994 20e St. CST-POWTSM SE114,SW114,329,T29N R17W Baldwin, W154002 Lie. #249956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Fwm Lot 16 Fax 715-U4-3449 This soil evahatim was con&wwd to " isfy a coning mquhwmt, it may or may not be suitable for your um The location Of fis sect may Or msy not be as dwwn, ss po mamm 101 hm were not eetabliabed at Ora time ONE soil teat +vas conducted. S'� eorni r L-e� /S I 3 cf 3 Legend N A — Beni awk Ek. 100.00 it Too of 314" pvc pipe = Alt Bendmwk Ele. 99.95 ft op of314" pvc pipe =BWMP Boring Elevations B1 s 9f.70 R B2 = 99.70 ft B3 = 93.90 ft 134 11 0.00 ft Wisconsin Dtlparhrlerll of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT in accordance with SPS 385. Wis. Adm. Code 181378 Pays l of 1 Keith E. Stoner Attach con late aite plan on paper not less than 8'% x 11 itctres in size. Plan must include. but not limited to vertical and horizontal reference point (BM), direction and Coin - Croix pervert slope, scale or dimensions. north arrow. and location and distance to nearest road. Parcel I.D. - Pfease print oil UAM111 tiai. - Penmal mlormaton you pvv4s may be wad nor secdndry purposes (Privacy law, a. 15.da Ill (m))• Rftw^,ed By Date Property Owner Prnparty Location Rolling Hills Farm Property Owners Ass. — GovL Lot E 12 1/4, SW1/4, S29, T29N, R17W PropertyOwnaes Mailing Address C/O Tyme Properties 335 Labore Rd STE. 150 _ Lot i Block # Subd Name or CSMa Outlot 1_LL Rolling Hills Farm —ff Stile Zip Code Pt d fi"m r City r] Village X Town Nearest Road ^— Vadrneis Heights MN I 5511D Hammond 72Nd Ave. ® New Conshnr3ion Use: X Residential / Number of bedrooms _ 16 Code derived design flaw raft 2400 Opp -- — [j Replacement ElPublic or Cornmemal - Describe:_ Parent malenal �q Sedknent Over Sandy Loam Till --- Flood plain elevation. If applicable Na ft. General co invents Sal Veri6eab; borings for ft installation of Mould $4 for Dols 11 thru 14 (See Site Plan for Being Locations) and reow nerWations: Boring a _ J Borng Pit Ground surface elev. 1062.0- R Depth to bmihng factor 21 in. Sol Appkation Rat Horzon Dow Dominant Cow lieducDescripfWn Toxkn Strtlebtfa BourWlry f200b in. tureen Ou. at. Cont. Color (ti gs 8hicon iiL.11F W`El13 1- D-4 10YR3/3 _ 2 4 10 rl 0YR 3/3 sin sin 2fsbk "Wir cs 3f 0.6 0.8 2msbk rmrfr gs 3firl 0.6 0.8 �mvfi• 30YR4/3 3 L1+21 4 10YR4/4 5 21-24 10YR4 4 / �C2d 5YR5/8 sil sit I sl 2rnsbk gs 2f-m O.b 0.8 2msbk mvfr gs 2f-m 0.6 0.8 2msblt� mvfr gs if-m 0.6 1.0 24 6 I 35 10YR4/6 c2d 5YR5/8 Ls Osg rtd gs if 0.7 1.6 7 35 50 10YR5/4 + 4/4 cZd 5yR5/e Sid — 2msbk mfi — 0.4 0.6 7 Fjonng a U Boring IN Pin Ground surface eiev. - 1060.7 _ fl. Depth to I111144 rig factor -- 17 in. Soil AppYcalgn Rate Horizon Depth in. Dominant Odor Radox DUNG--F ien Tip 9Uttcsas y Roolit GPDlR' Mutwal Ou- Sz- Coal Caw tar. 9z Sk 1 'Erraz 1 0� 10YR3/3 -- 2 18-12 1DYR 4/3 --� sin 2fsbk MVfr CS 3f 0.6 0.8 3f In 0.6 0.8 si1 2msbk - rnvfr gst2�f-m 3 12-17 I 10YR4/ 2msbk mvfr g5 0.4 0.6 7-27 10YR4 4 ! c2d SYRS/8 41:27-30 5 10YR4/��d 5yR5/g Sid 2msbk rrtvfr gs 2f-m 0.4 0.6 ()sg ml gs if 0.7 1.6 6 30-40 I 10YR5/4 C2d 5YR5/8 - Sid 2nubk mfl gs - 0.4 0.6 �...�..• �' - o 5 , - LCV mg« an(] r Z)Z:, >;w < 150 mg1L E nt a2 = BODS <_ 30 ngL and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Keith E. Stoner _ 224059 Address Keith E. E. stowDace valuation CWK%C d Telephone Number 23220 Wood CmA rd. Siren. WI 54872 11/412021 715-653-2324 SHD 8)Rl 1 R on' . t p AEROBIC TREATMENT UNIT (ATU) SERVICING AGREEMENT This agreement is made pursuant to SPS 39321(2kc) (5), wis Adm- Code Agreement Uatc Property (hvner(s) Equipment Description. Sanitary Wastewater Aerobic Treatment Unit 018-2019-78-000 Legal Description of Property IAttach copy of deed ifnececcwy) Manufacturer and Model: Hoot Systems LLC Hoot H-W A Recording Area Return To St. Croix County Community Uevelopmenf Dept. As an inducement to the County of St. Croix to issue a sanitary permit for a POW I'S equipped with an aerobic treatment unit on the above described property, we agree to do the following: t the owner agrees to conform to all applicable requirements ofCh. SPS.3 83, Wis Adm. Code relating W aerobic treatment and the maintenance requirements for the Proposed POWTS (Private Onsite Waaewater Treatment System) technology. 2. The owner agrees to maintain a contract with a licensed POW I'S Maintainer for the life of the system. the POWTS Maintainer will perform periodic inspections and maintenance as required by the manufacturerand the department including, but not limited to: the blower. electrical controls, treatment unit operation and sludge depth. These inspections are to be schcdulcd every 6 months for the first two ye of operatkin and yearly thereafter. years of The owner agrees to contact the POWTS Maintainer immediately upon any malfunction of the treatment unit and to maintain Ica: unit so as to not create a human health hazard as described in s. 254.59. Stats. 4. The owns recognizes that the county department or POWTS Maintainer may make periodic inspections of the components to complete performance monitoring of the unit. 5 The owner or the owner's agent agreeS to report to the department or design Wed agent ut the completion of each inspection, maintenance or servicing event in a manner specified by the department or designated agent within 30 calendar days from the date of inspection, maintenance or servicing. 6. 1 his agreement will remain in effect only until the county office responsible fur the regulation of private onsitc wastewater Ircatment Systems uerlifies that the property is no longer served by the aerobic treatment unit. In addition, this agreement may be cancelled by executing and recording said certification with reference to this agreement in such manner which will permit the existence of the certification to he determined by reference to the property. 7. Phis agreement shall be binding upon the owner, the heirs of the owner, and assignees of the owner. The owner shall submit this agreement to the Register of Deeds, and the agreement shall be recorded by the Register of (keels in a manner, which will permit the existence of the agreement to be determined by reference to the property where the aerobic treatment unit is installed. Use BLA('K lak ()sly) Owncr(s) Names(s) (Print) Notarized Owner(s) Si gnattugs) Subscribed and swum to before me on this date: Notary Public (print) Notary Public ISignattrc) My commission expires: fhafled Sy: Keiih F_ 3l0ftr 23220 Wood Creek Rd Sirens W1 5AR7J DIVISION OF INDUSTRY SERVICES Plumbing product Review P.O. Box 7302 Madison, Wisconsin 53701-2658 TTY: Contact Through Relay Governor Scott Watkar Laura Gutierrez, 8ecreWry May 10, 2018 HOOT SYSTEMS, LLC RON SUCHECKI 2885 HWY 14E LAKE CHARLES LA 70607 Re Description: SEWAGE TREATMENT APPARATUS Manufacturer: HOOT SYSTEMS, LLC Product Name: (trans id 3097849) H-SERIES HOOT Model Number(s): H-500-A (MAX- DWF 600 GPD) Product File No: 20180134 The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters SPS 382 through 384, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of May 2023. This approval supersedes the approval issued on Match 12, 2013 under product file number 20120398. This approval is contingent upon compliance with the following stipuladon(s): • This tank must be designed to withstand the pressures to which it will be subjected. • The manufacturer must keep at the manufacturing plant a set of plans and specifications bearing the department's stamp of approval. The plans and specifications must be open to Inspection by an authorized representative of the department. • This product may not receive backwash discharge from a water softener. Water softener backwash discharge must be discharged in another method acceptable to chs. SPS 382 and 383 (formerly Comm 82 and 83), Wis. Admin. Code. • The maximum daily wastewater flow, which may discharge through this product, Is 600 gallons per day. • When this product receives wastewater from dwellings, It will produce an effluent quality with a maximum monthly average value for BOD5 of less than or equal to 30 mg/L, TSS of less than or equal to 30 mg/L TSS and F.O.G. of less than 30 mg/L and fecal coliform of less than or equal to 10,000 cfu/100ml. • Plan review for the installation of this product must be obtained from the department in accordance with SPS 382.20 (1) of the Wis. Adm. Code. • This product must have installed a department -approved effluent filter capable of filtering particles of 1/8 inch in size or larger. St3D-10564-E (N.10167) File Ref: 18013403.DOC Hoot Systems LLC May 10, 2018 Page 2 of 2 Product File No.: 20180134 Table 1 Maintenance, Inspection. Pumnina Rp�euirwmwntn rKVUUCT/ Models - H-500 B00 atMa - lal/S Ins on/ Maintenance going Pumping Cycle And/Or Requlrements r7::Effkjent 2 . service reement w/menuiacturer 2-yr. wxmh s � t" only), unbar Moro mdrim aby WRI or wta MWAndon; for aw n d nMw, wa k-Wash C e WA PerformLevels NSF-40 Class I D5 Credit For DawruRiAm DisMbutlon Area YES Fecal Credit For Redu=n Of Vertical separation YES Additional Comments none • These tanks shah be fitted with locking manhole covers in accordance with s. SPS 384.25 (7) (h) Wis. Adm Code. The manhole cover must be secured to the riser using saaws which are not standard or Philips head to be considered an effective locking device. • These tanks shall bear warning labels, that are visible after installation, that conform to s. SPS 384,25 (8), • The tank is not recommended to be installed where saturated soil or seasonal high ground water tables are indicated between the bottom of the tank and the ground surface. • BEDDING: 34nches of compacted bedding shall be provided. The bedding materiel shall be dry, sandy loam material, or coarser s diameter in the largest dimension. • BACKFILLING: must be compacted at S 64nch intervals. Backfill material shall be free -flowing soil or gravel s 4 inches in diameter In the largest dimension. The department is in no way endorsing this product or any advertising and Is not responsible for any situation which may result from its use. Sincerely, W. Schlueter � Plumbing Product Reviewer Department of Safety and Professional Services Division of Industry Services Bureau of Technical Services (608)267-1401 Phone (608) 267-9723 Fax glen.schlueterawi.gov E-mail 500 GPD GRAVITY DISCHARGE SYSTEM H-500 A 1 106' 8A.5' At MAW 65.5" Lite 74.5" 2229- Avg. length 5.A00' Avg. Wkkh 4.333' Depth Rev. 02 91'14102 January 1, 2022 RE: Service Provider/Installer Certification Wisconsin Hoot Systems Hoot Systems, LLC (Service Provider/Installer) Keith Knudtson 927 150"' Street Roberts, WI 54023 This letter is to serve as your official certification as a "Hoot Certified Service Provider/Installer" for its Advanced Treatment Units. Keith Knudtson has been listed as an approved service provider/Installer on our listing for the state of Wisconsin, They have successfully completed onsite training on multiple sites and engaged in trouble shooting methods and solutions. Service Technicians have been trained to service and inspect the functionality of our products along with proper installation guidelines. As a "Hoot Service Provider/Installer" we have agreed to continually educate Keith Knudtson on all aspects of our product line. Respectfully Submitted, OAA ''+jX- Aaron Yonts Regional Manager Hoot Systems, LLC, ST. VISITY SANITARY SYSTEM File#: OWNERSHIP/ADDRESS FORM Office Only creon�a212021zizort Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer Rolling Hills Farm owners assoc. Mailing Address 3435 Labore Rd. City/state/zip Vadnais Heights Mn. 55110 Phone Number (required)651-248-1664 Email Address (�S-u �.... Parcel Identification Number 018-2019-78-000 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SW NW V. , Sec. T 29 N R 117 W, Town of Hammond Subdivision Plat: Rolling Hills Farm Certified Survey Map # Volume Page # Warranty Deed # 3135V (before 2006)Volume I Page # Number of bedrooms 12 Spec house ■ yes O no Lot lines identifiable ■ yes O no New Property Address (Staff Initials) OFFICE USE ONLY (verification of new address required from Community Development Department for new construction.) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and o copy of the certified survey mop if reference is mode in the warranty deed. Community Development Department — Land Use Division 71 S-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 www.sccwi.aov FA Visconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code #1934 1 of 3 Steel's Soil 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 reference point (BM), direction and Parcel I.D. O! percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print aff Information. ' Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Re B Date G /I / v Property Owner Property Location Rolling Hills Of Hammond LLC. Govt. Lot na SE114, SW1/4, S29, T29N, R17W Property Owner's Mailing Address JUL 19 2006 Lot # Block # Subd. Name or CSM# 400 2nd st 12 na Rolling Hills Farm //-/ Z -/ 3 -/y— City State Zip WIICR&o8bb"r City Village Town Nearest Road Hudson W11 54016 715-386-0230 Hammond i 160Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design Flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable _ na ft General comments At Grade or Mound Design. System Elevation for At Grade 99.90ft for Mound 99.90ft based on contour line and recommendations: elevation 99.40ft. Minimuum 6 inches ASTM C-33 mound sand. Boring * Boring Pit Ground surface elev. 99.60 ft. Depth to limiting factor 52 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistence Gr Sz Sh Boundary Roots GPD/ft' 'EIfi1 'EIfa2 1 0-9 10yr3/1 none sit 2msbk mfr Cs lvf .6 .8 2 9-18 10yr4/4 none sd 2msbk mfr cs na .4 .6 3 18-52 Wyr6/8 none girls osg mvfr cs na .7 1.6 4 52-60 10yr5/4 c2d 7.5yr5/6 sit om na na na .0 .2 -4 ❑Z Boring # Boring Pit Ground surface elev. 99.60 ft. Depth to limiting factor 41 in. Soil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD» 'ERa1 I 'Etff2 1 0-8 10yr3/1 none Sil 2msbk mfr Cs if .6 .8 2 8-18 1WM/4 none sid 2msbk mfr Cs na .4 .6 3 18-41 10yr4/4 none sl om na Cs na .2 .6 4 41-50 10yM/4 fld 7.5yr5/6 sl/stl om na na na .0 .2 - tniuent #1 = BOD55 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mg/L and TS5 <30 mg/L CST Name (Please Print) �igrrat r . CST Number David J. Steel ` 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347 sen-1330 nk mroo) Properiy Owner Rolling Hills Of Hammond LLC. parcel ID # _Pending page 2 of 3 ❑ Boring # Boring Pit Ground surface elev. 97.70 ft. Depth to limiting factor 39 in. Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft` 'Etf#t •Ert#2 1 0-10 10yr3/1 none Sil 2msbk mfr cs lvf .6 .8 2 10-24 30yr4/4 none sd 2msbk mfr is lvf .4 .6 3 24-39 10yr6/6 none Is osg om mvfr na 9w na na na .7 .2 1.6 .6 4 39-60 7.5yr4/4 c1d 7.5yr5/6 sl Boring 0 Boring _ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDRN •Ert#7 'EM2 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/W OEM •Eff#2 ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <_ 150 mg/L ' Effluent #2 = BOD5 < 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. SBD43X (RO7A0) Steel's Sal Seiwe STEEL'S SOIL SERVICE 3of3 David J. Steel Rolling Hills Of Hammond LLC 994 200'h St. CST-POWTSM SEI/4,SW1/4,S29,T28N,R17W Baldwin, W154002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 17, Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. s'�" corn'er I. s Legend 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.85 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 99.60 ft B2 = 99.60 ft B3 = 97.70 ft B4 = 0.00 ft PREPARED FOR: ROLLING HILLS OF HAMMOND. LLC "rm:DAVEPErtRs couNTr PLAT OF: ROLLING HILLS FARM Tire uv W objegiona I. Wu pl., wilb Typ(tt IV Scca.23a.13,23616,2JO.20hw230.2IlU.nl(2). 400 B. SECOND STREET MVDSON, Nfl 64010 N LOCATED IN THE OF NWt/4 OF THE SW1/4, THE NEl/4 OF THE SW1/4, PART OF THE SW114 OF THE Wh. Snf..flWrNld by S. 27n.12. Wis. Slab. SURVEYOR SW1/4, AND PART OF THE SEt/4 OF THE SW114 ALL IN SECTION 29, AND PART OF THE NE1/4 OF THE g NWJ/4 OF SECTION 32. ALL IN T29N, R17W, TOWN OF HAMMOND, Cmir d _ 20 EDWIN C. FLANUM SCI ST. CROIX COUNTY, WISCONSIN. SURVEYING, INC. EC 868 AHLAND ROBE ROBERTS.•BB' 1 P.O. a0% 14 BOX Ta, NR E4023 PHONE q 6 p R C p OCpurlmenl of AJlnini9raliwl 716-T4a-1 )18x FAX 710•749-1719 P ' ENGINEER SEE MATT HIES SHEET 2 s*e 1 CONSULTING AND LOT 29 '. inAUTH ASSOCIATES 2920 ENLOE STREET ~ 1 R N �UDSON. WFO4016- � �aOulN lNa prTw Xlq dTw SHIN I � 9HE� 2 LOT 7I1': gEE LOT 28 O �: 1�� arrqu,arz rnl..•�/!,' `w,n, uxe orra arra arra awNA I lu . ' OC MATCH LINE 7� LOT LOT 27 �' 28 ' 'rDb00ii61.�a'. ru.iTl�i ruauc _�\\�. SEE SHEET SEE SHEET 2 CC OA 25 4 wvasmwsn ___c__\ .LQ• / z d ; LOT t� '� Krr4�VFIVa/ 4 �—.--.— / � A nay. ` Tv �'✓/ 9 LOT 24 /T�HD ,,.s _ aT*.rar" — BLprml ....... LOT .............. ... '°'lIa ] ;'+r. � ,i� �OUTLOT 3 ...... ' LOT LOT ........•. �/ 141..so ' 23 3 ` ..... ' 70 , f +C;` NLlr so_n. 9 8 4LOT 7 "••..., gHeEf i' gEE ' N 1 ........... +........ i 1�N F n.nl ao. n. )�� wiry. �a. rt1. uirL. , L�(` MQ CH LINE �, < SEE SHEE [ IFLOT18 / r... LOT �'"'• ., \ LOT �. 11 12 X I'm •C' LOT 5 s/ '••� \ LOT , w.rr. , 21 MATCH LINE + 13 wn.l i7 SEE SHEET 3 ri T 14` 11.700 n n.,l gHeer3 W.rr. 1 r yr4 SEE LOT LOT 15 I ? o is Ap,- 17 OLITLOT 1 fq9 •,, nss4ass 6/ 1417A4I In rr. 'Art. fIj1O1 W.R. flP t' LOT i! y ,I / aaaW.rr. ,a Ili LOT n .•. I j �' .pT arm' I l; LOi aT7• ,.iT. wrnyn'naaa ,NIX im,d Ika I � I ' , I r I I 9e I L--_- �,�_ wn: W Owxlll W walWNT { W AMTNWp MIKM Wd/Lp WalllHln Mrl, M rw pr NMIXW COIXT WAT"arw COC)"Obb I OFt T"'1 T. TTlarOaOl IMWx rux rM iMH.4Ai, iNlt WCl,gaa jrfear � our n xpT L.AT[D To W,prq ll,Orl Mn11uCTWOKnNN4 rW laClv.rW6 OftrrtW4 r axv IO,p N,, aulLnwn,ware, oMx l4rtcwa,wan, - ,uxw an. wan, CwvenTSn, !earl O, 4,.sa un aalrrD,ro NU rOLZ M WNW CaYtr nn TO Ot IIACIp W WON IwTOn00,1111WrmucobIV,/ R fli ST Orr W,var aT.ae,woaT,ucr vlaloN aL4N4 �Z awr LOl W ol1 aT,eaT 1111L rNl Oa1r1MMxC! n� or a lwnv nw n a,row u • v,oLwn4.L or ucTwr actor wuKowlN arannu. < ururr ualwerrau Ne,ew en rwrx a,[ ,� ro, aw ual a rwuc eoore a,o xrvan Y ru,Llc unLrrw wruq rw,Nurtro wnl TM wa 7 t l4eN.ueeL lNowx Or TWer4r !runt awCr rO Rare, taONTY N,O TOnw,w uwa,,Wasaxo,l4wia,e p, Y,W W LOT eGL I,tt4a i0 rYKll RC.1. L u,l 1 aVO,I rInCN4eNq O, OenLOrrq axr rY1ClL 0I LANO C-0Nr,KI M ar. 011d; 11\ }�[ 4 caWrr mrra orrNa axO rna Narr011O Two, eoa,4 ro4 aavlri �2 vVisco sin SOIL EVALUATION REPORT #1936 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steers Soil Service Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference St. Croix Percent slope,point (BM), direction and ,\ scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. O I a _ 1 � f ^b(/� Please prf Personal information R _ Da You Provide may be u for u se (Privacy , S. 15.04 (1) (m)). t Property Owner JUL 1 9 2006 Property Location Rolling Hills Of Hammond LLC. vt. Lot na SE1/4, SW1/4, S29, T29N, R17W Property Owner's Mailing Address of N Block #r Subd. Name or CSMB 400 2nd st ST. CROIX COUNTY 14 na Rolling Hills Farm /1—/2 -13- / fi City State -ry Ciry Village ' Town Nearest Road Hudson WI 1 54016 1 715-386-0230 1 Hammond 160Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: he Parent material Sitty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 102.01ft based on contour line elevation 100.60ft. Minimum of 17 inches and recommendations: of ASTM C33 mound sand. ❑ Boring # Boring Pit Ground surface elev. 100.70 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture in. Munsell Du. Sz. Cont. Color Structure Consisten Gr. Sz. Sh. Boundary Roots GPD/ft' •ETA/1 •E1f#2 1 0-10 10yr3/1 none Sil none Sid 2msbk mfr 2msbk mfr om na om na om na cs lvf .6 .8 2 10-20 10yr4/4 cs na .4 .6 3 20-27 10yr4/4 cld 7.5yr5/6 Sid gw na .0 .0 4 27-34 7.5yr4/4 none sl aw na .2 .6 5 34�8 Syr4/4 c2d 7.5yr5/6 d na na .0 .0 ❑ Boring # Boring Pit Ground surface elev 100.70 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Tamura Structure Gr. Sz. Sh. Consistenj Boundary Roots GPD/W T11#1 I •En#2 1 0-12 10yr3/1 none sit 2msbk mfr cs if .6 .8 2 12-22 10yr4/4 none Sid 2msbk mfr cs na .4 .6 3 22-31 10yr4/4 none grsd 2msbk mfr gw na .4 .6 4 31-50 10yr6/6 c2d 7.5yr5/6 sil/Is om na na na .0 .0 - tmuent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent 02 = BOD- < 30 mo//L and TSS < 30 ma/L CST Name (Please Print) Signature. CST Number David J. Steel ' � 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994200th St. Baldwin. WI 54002 6/12/2006 715-760-0347 SBD4330 (R ov00) Property owner Rolling Hills Of Hammond LLC. Parcel ID # _Pending Page 2 of 3 Boring # Boring Pit Ground surface elev. 98.00 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/ft' •081 •Eff#2 1 0-11 10yr3/2 none sit 2msbk sd 2msbk mfr is if .6 .8 2 11-19 10yr4/4 none mfr gw lvf .4 .6 3 19-48 7.5yr4/4 cd 7.5yr5/6 sd om na na na .0 .0 ❑ Boring # Boring Pit Ground surface elev ft Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Munsell Qu. Sz. Cont. Color Texture Structure Consistence Gr. Sz, Sh. Boundary Roots GPD/ft` •ER#1 •Eff#2 ❑ Boring # Boring Pit Ground surface elev. it. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDAIR •ER#1 -002 I Effluent #1 = BOO 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 < 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 formal, please contact the department at 608-266-3151 or TIY 608-264-8777. SBQ8330 (R 07/00) SbWS eAy Serfte STEEL'S SOIL SERVICE David J. Steel Rolling Hills Of Hammond LLC 994 200`h St. CST-POWTSM SWI/4,SWl/4,S29,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 14 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. 7- Y-ob E Legend 1"-40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.80 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations B1= 100.70ft B2 = 100.70 ft B3 = 98.00 ft B4 = 0.00 ft 3of3 4 SW Cerner he L �'f 70t PREPARED FOR: ROLLING HILLS OF HAMMOND. LLC COUNTY PLAT OF: T�.,ela�'w�wwl"104p1uiwill""p""" AT7Nc CAVE PETERS Soo S. aecollp STREET HUDaoN. ROLLING HILLS FARM LOCATED IN THE OF NW114 OF THE SW1/4, Sm, 23 13,23616.237 Seca. 276.13, 270.16. 270.20 uw 27G21p) nNl (71. 3 .2 7rn 64016 THE NE1/4 OF THE SW1/4, PART OF THE SW1/4 OF THE SW1/4, AND PART OF THE SE1/4 OF THE SW1/4 a. 270.I Suo. SURVEYOR g ALL IN SECTION 29, AND PART OF THE NE114 OF THE NWi/4 OF SECTION 32, ALL IN T29N, R17W, TOWN Cwirwa 26 EDWIN C. FLANUM ' Ey OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. _ NORTHLAND SURVEYING, INC. i Q� 966A NWY-66.1 P.O. SOX 10 ROBERTS, W16<020 PHONE 716-7"-1719 oqR zG ! ^K EE Q y Depii"m Iof Adminislmnon FAX 716J49-1719 E G ENGINEER MATT MIES }Y ;! to 14 I� SEE BHEETy "�. CONSULTING AND ASSASSOCIATES LOT 29 I�� N � r io 292 0 NL EB HUDSON. W STREET ONrWF64016— O)1 4 ' �� I �. m 1 �rs r- LOT 7r, F+r ��\�u.wnwa_J` 'I o SE�SH�LOT `NowNurorrw.ve«wwwN 28 O_11 I �" N O r_ MATCH INE LOT LOT 27 oa�Oo,c.°i��'ia ..r.-_-.��.��1' I I OUTLOT 2 1 rows SHEET 2 / SEE SHEET 2 f LOT OT 24 N 26 �_ 28 _ J 4 I J iRNDA >!1x 'ILLY. ... ��> —_SEE �+xn ........... �OUTLOT 3 3 eE gHEE1 3 > 1 �. MATCH LINE - SEE SHEET 3 LOT LOT 15 16 7 LOT LOT 11 LOT 12 in rr' LOT$ 13 ` n.n+l wn.+ 14 OUTLOT 1 "Acm ,arA., to rt. LOT LOT LOT .......... 10 9 8 4LOT 7 N rt' S N n. f4 rt. I• N R. a ,ea..cw. H LINE .T LOT 8/�'•.� LOTSa 1 ran ~►a 4 � ��s+.m w.ri../ \ � \ e s .� LOT 3 '• �� ak T -: �� LOT 2 .•• (, II a,rn a n LO� 1 NOTC ND QY/wr, M ln.l«Nl !MILL ee IMTNM6 MNICF,YO,Ap waaYlK WITH 0,1 C,NM6! Tw orwTgN «rw h IaWM1w.Tut, p 1HWNWI1TMnAkT.TWNpf 614lgrDw,aOAJWK IR WTruCTquTftN,,q rlurw, p1 erc.vATuq aA ruN,Nq w.rlr •ONp utawwrt, w.Ta o.AINA9a olrcwa. w.nn __ 11UNWAYI.,nTerl ellLYlATt. W1W W p11.!] Naowoa urNn lAllarNn MO wl.w9C ANai0KnACw h7 T Twr ,, FwcN i E BT1ft KL m on)wx?MwnuAa ANr wrYlT R.NL 9119aaTrCt YIwCN Aw11G m n� .Ns wTltr art rlAaar ura rNa onTUAaANce a • wrvar nw tr.Nrdr u • vlo,.ar,o„ «um,oN < ssax 9r wrCONw4 RAlVllf. anon lAllrurtu a wow ter wArNue roll rw uu «rl,aap toow! AND rNv.rz .uw,c urlRra www9 Tw .wNr To was 3 rw AI4A N—. = WN PN LallorN ON rNr rAr lrunr To ltArR cownuw ronlrr MR ulvt.wtunnwuuTNw V+. warluw. Y$ n� •VOrli rViCwlw MLr«Nn4irairit.l. rAAcaa«uso t, E 4 E CONTACr TNa rc. cr,alf couNrr xwxo w�i o rNa NAralo TwoN.wo ro. Z ) Visconsin SOIL EVALUATION REPORT #1935 Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 1 of 3 Division of Safety and Buildings Steers Sal Service Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix inGude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Re , Pm►dRf� 07 Date �yb Personal information you provide may be used for secondary purposes (Privacy Law, s, 15.04 (1) (m)). 4W__ _ Property Owner Property Location a Rolling Hills Of Hammond LLC. RECEIVED Govt. Lot na SE1/4, SW1/4, S29, T291N, R17W Property Ownefs Mailing Address Lot # Block # Subd. Name or CSM# 400 end st l 9 2006 2 - c JUL 13 na Rolling Hills Farm 3- City State Zip Code Phone Number City Village Town Nearest Road Hudson WI 540%. CRc'A90% a30 Hammond 160Th St New Construction Use: ential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 100.55ft based on contour line elevation 99.65ft. Minimum of 12 inches and recommendations: of ASTM C33 mound sand. ❑ Boring # Boring Pit Ground surface elev. 99.65 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDtft' •Efpt Eff#2 1 0-9 10yr3/1 none sil 2msbk mfr mfr Cs Cs if if .6 .4 .8 .6 2 9-20 10yr4/4 none Sid none sl none Is 2msbk 3 20-30 10yr4/4 om na Cs Ivf .2 .6 4 30-40 7.5yr4/4 osg mvfr na aw na na na .7 .0 1.6 .0 5 40-60 7.5yr4/4 c2d 7.5yr5/6 om _�ddl:t ❑ Boring # Boring Pit Ground surface elev. 99.65 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description TextureStructure Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots GPD/ft* •EMI •Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr Cs if .6 .8 2 8-24 7.5yr4/4 none Cos osg mvfr gw na .7 1.6 3 24-36 10yr6/4 c2d 7.5yr5/6 sd om na na na .0 .0 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatu CST Number David J. Steel 248W Address Steel's Soil Service �~ Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347 SBD-8330 (R 07*0) Property Owner RolNrig Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3 Boring # .- Borirp Pit Ground surface Blau 98.05 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Texture Munsell Qu Sz Cont Color Structure Gr. Sz. Sh Consistence Boundary Roots GPDlft' •Eff#t -Ef #2 1 2 0-10 10yr3/1 none sil 2msbk none sid OS9 c2d 7.5yr5/6 sd/sid om mfr is if .6 .8 10-30 10yr4/4 mfr 9w na .4 .6 3 30-60 10yr6/6 na na na .0 .0 Boring # Boring Pit Ground surface Blau. ft Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description 1 Texture Structure Consistence Boundary Roots Ou. Sz. Cont. Color Gr Sz Sh GPD/W •ER#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 in. Munsell Qu Sz. Cont. Color Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' 'E W1 •Efr#2 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 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. saD4330 (R.07/00) sled's sdl seNoe .r. • STEEL'S SOIL SERVICE 3of3 David J. Steel Rolling Hills Of Hammond LLC 994 200' St CST-POWTSM SWI/4,SW1/4,S29,T28N,RI7W Baldwin, WI54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 13 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend l" = 40' A = Benchmark Ele. 1 Top of 3/4" pvc pipe • = Alt Benchmark Ele. ❑ Top of 3/4" pvc pipe = Borings Boring Elevations B I = 99.65 ft B2 = 99.65 ft B3 = 98.05 ft B4 = 0.00 It u 1 PREPARED FOR: - COUNTY PLAT OF; Tat art meblTxawl,s lu lOu Flal wka RTPCCi IV ROLLING HILLS OF HAMMOND, LLC ROLLING HILLS FARM Sas.236.15.236.16.23620mill 2Ja.71Ul.wlm. ATTN: DAVE PCMS Wks- Slat. R PwvK ul 07 a. 23e.I2. Wks Slat. 400 B. GECOND BTREET LOCATED IN THE OF NWt/4 OF THE SW1/4, THE NE1/4 OF THE SW1/4, PART OF THE SW1/4 OF THE HUDBON, VA "Ole SW1/4, AND PART OF THE SE1/4 OF THE SW1/4 ALL IN SECTION 29, AND PART OF THE NE1/4 OF THE C-afea , 2a SURVEYOR g NW1/4 OF SECTION 32, ALL IN T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. EOMN NORTH C. FIANUM t■ 55 8 858 A HAND BUR.O. BOX as .INC. oAG 402i• BOX 14 D[pxnmenl of AJminulrloun ROBERTS. WI 54023 PHONE 716-7418.1718 11 ReQQ p FAX 715-749-1719 1 E E I _ ENGINEER }�8 SEE SHEET 2 } MATT HIESLOT 29 n AUTH CONSULTING AND ASSOCIATES N 2920 ENLOE STREET QII�1\ s s .l •t � / I 1.1 1 IRO �1UD90NpWF61015-- \�.1 [OIIfx Ll,Yaill[MIn O[T„l [ww I W ,{F.�Z LOT 71�r• - k CCam%-""-�:�; a�w.wurzlw.-r}�L� „°Inx ul[ar,le a,naixa [w,x ppp f- LOT 28 O'i OUTL0T2 61 O LOT 27 o[°607 l t erlws \'�_ SEE SHEET 2 /f � f b MATCH LINE �' LOT 26 xa mrxv'-s e i o SEE SHEET 2 25Qft ,.\ LOT \ �N /' iNo �'v a�o,a' 6i+.................................. '�a_..l i ,6�`� �OUTLOT 3 O 23 \ 3 \ 5fiE 4 r..• `r,......... .•.. LOT �� .....i..... LOT'5 11 '4 [,,m LOT �', 121.71111 an rt. / MATCH LINE LOT 13 l wn. 11 SEE SHEET 3 > 21.m 1 11 l4`l 14 wrt. Al n,m 1 M 5EE "_- LOT w,r LOT 15 18 � OT ¢w 7 r IR . OUTLOT 1 1r Il ACRL I1aN1 M R. 1 MATCH LINE SEE SHEET 2 6r LOT 4 [ 1 /dam LOT 3 21.7[I[G LOT 2 1 1 • a+,m w. rt. t 1 [LOw.ir. T111L01'N xoTL xO PWwll ON waW[xl [wu m Y kakx0..W. w0. wruram k,Tks oll CWJ16! 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IS a[1uxOL Y7lOY [Y[Ytxn 0" allwle CaallL ML TO aL rude Wcx TwT Tlla x6TaNAlrx a,ONe MllTaa �2 E axT Rxrv[r aTari 0111wTnucrvrwx uollO axrwTuxeI7 aTxeaT U11L Txa mT1laYllce IWY r ] wAC1101w TY.laYNlYOxILL11A 4lyl 0I [LClla1 aMif O! wrLOLNx llaTYi[l. < rIMYll b FWTruterewTLaLxG S roe Tw er ruxlc (awls rwva4v .0 sw rxw1C 1nluT9L wvw4 rw xgxr To law+[ TNll aM4 [ yamy[ eatx rwlt[l [xOlax Ox TM WI PLAn R [IILYCT T9[TTL cCIwTY AMO TOWMNW u,rL xOLL[ aw lUOe4TxW11 lk w[11Axe[. iRG Ilwxe[I loT [aL att W lO laTlcll ITC.F 1 WOI1l rVI1Cw[w0 ql pYLLOIxq.W7 tart[( �1\1 pC � a uxocanacr Tx[[T.nau caws mwra orrleawq nT[lur5x5 lF T1 TweM [pYle tell apYll'a. a0p U M wnit Pie 5recb�,COUNTY NO* - 641956 STATE SANITARY PERMIT ROLUM46 OWNER PLUMBERP TOWN OF SEC ,T AND/OR LO' N9 PREVIOU ►1t I�ss.�., t,1,C. W NO. . . 145.135 (2)1GISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and maybe renewed for a specl9ed period. (dI Changed regulations will not impair the validity of ■ sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (t) The sanitary permit Is transferable. History: 1977 c. 168;1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of SUBDIVISIONthe permit, please contactAkA ecountyauthority. AU RIZED ISSUING OFFICER - DATE O?iZ PE IT EXPIRES U LESS RENEWED BEFORE THAT DATE PE*IT EXPIRES POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (RI 1/20) D 1 PREPARED FOR: - COUNTY PLAT OF: ROLLING HILLS OF HAMMOND. LLC T11Ne WN No OOj"t N,ls 1. tbi, pl., with reaped 1. ATTN: DAVE PETERS ROLLING HILLS FARM S. 236.15,236 16.236 29 k,W 236.21(1).M (2). 400 S. SECOND STREET N LOCATED IN THE OF NW1/4 OF THE SW1/4, THE NE1/4 OF THE SW1/4, PART OF THE SW114 OF THE WIs. SINls. as pwO MW oy s. 2J6.12. Wa. Slats. HUDSON. WI "Ole SW1/4, AND PART OF THE SE1/4 OF THE SW114 ALL IN SECTION 29, AND PART OF THE NEt/4 OF THE cw,rttd . 20 SURVEYOR 3 p NW1/4 OF SECTION 32, ALL IN T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. EONRN C. FLANUM 5 NORTHLAND SURVWnND, INC. 09 t I aaa A HWY rob. 1 P.O. BOX 14 O IN D[punmenl of All101nitlf"Jliun " ROBERTS, VA 54022 112 S PHONE 71 a-749.171 B FAX 715-749.1719 '� O ENGINEER SEE SHEET z y=y I MATT wEe LOT 29in AUTH CONSULTING AND ASSOCIATES 1. Ili ar ,y/co HUD ENLON. w STREET 0'I 1 HUDSON,-WF640ta— `.\ wum uepnm Mtlld Ta twfl, P' i HEM 4 LOT D1. 5F•�£r ,..-��,.[r:pp,,lrz Tlw..7,_�_L_' uol:ln.ll.rearMeswamwrth III YET, OUTL0T2 SEE SHEET 2 - /� OG LOT 27 _ u _°K°.°r°'n 7E'1G. wwc _ MATCH LINE J, LOT 26 �r'rrii�ka /err SEE SHEET 2 O 2$' C a�`w'' i -:/�\ j CD FTY.E•T•�ut may. LOT N /' iTaHo+a"1�x _ [,�....................................... '°sd1 ^ _OT 24 •*r' . aLOTaaz LOT LOT LOT " ��b/�� . �OUTLOT 3 un A:Hs 73 EE23 C '1 s i 10 9 8 $L0T7.. I\ EE SH // �\ V... EI.nI E1.Tn Et.7EI le n.nt •" a yi•• \i •• as r wn. egg wrt. wn. wrt.LOTS '. . µJ'rR. itl1'• 1 •• ..•'. T� LOT p w. n. •. _�1�'' a •.•. I. •. LOT >•r"'� 4e LOT 12+� ALOE b MATCH LINE Y LOT P 13 i sairt,f wrt / SEE SHEET 3 14 1 ialrt. ' �, "1• �ylr� .' nal T.n �r' P ET.nI r 11 ♦� �' \''y J�+y �y 3 EET SEE SH LOT LOT 15 16 fib 9r :h/±' L w•' ;.;i'i _�r1'•..�`.w—..""M - ; OT 7 E E IUI 1a07m.E41 tAp°". EE c �b 1 I�rIVI! 'ISSAS L Z —NRO•RTrRMI Mangy -.�. CH LINE fi� < SEE SHEET 2 A. \ `f LOT 4 '� I fir` i L OT 3 '•. 1� \\ YET LOT 2 i 21.1.1 1 LOT 1 EI.IEIw.rt. yy yyyy '- YS WSI WEiFV "'nrt Imin I y S �� , IkE � b N NOS[. MO OWMYIM M[IMIIw \IYtl pp Y NWNO WK4"WO OMISFIRE NRTM OR ! C1 Z ME OPERATION Of TM(anROvto Cd1IRINfI" WAY" mWNWe ANO SOIL I NO [MO. PLAN FOR i Mn PVT. Mat Y,CIMO 5 OU BUT n NOT WNTEO TO sONpM01/Oq, onTRurrN,y unNMq ew"c, OR Rf(Eejl EACAYATM ml ry TIMG W aM P WIMIMTS, WATER OAAW AOR OOCM[R. WATER AOMNATS. WATER CULVERTS•!ERNE ON GRASS . _.. tEEOIMIL UTILTY W W INTS NO ON wNEO taxes ERE TO Uroan SUCH MAT THE NITAUA7M WO NMRs W a ANT N 11 SIAEA OR OSSTRWT WNO,I ALO„O 2 AM SOT INN OR STREET IRIL 1ME MTUASAMCE n OE ALIRVEY STARS Sy "TIME AA W m. WRTNN D[1E t U ,1' Of' ONWN STATUTES. U11UTy uEIWMS AS NREIN SST romm ARE FOR THE USE Of FInLC wxlS ARE, FNNATI — N1xIC MUT" wvwc MY. R101TT TO SERVE Mt mdu I 1 = "" PARCEL tMOWN ON MRS lY1(T'TRT) It lfl Tb)"M 5 5 S 10 TO STATE, C01MTy AMO To,1MSNr SAWS. RW AMO.&O uNs", WSrEAMOE. g NONSA I LOT SIEe.CCUs To A.NN•94 ■TC.T SVOIIe rV11C1uLNO O1T ClMORSKI NY \I1 9 C [F )y FMCx OR 1AMO COMTACTME ST. Cfl I Cp n IONMO wma Nq TM[ WYYONO d ! TWON SOAR. 'ON AZAAM I 1vn. t. M.r 1t 1 wr: TINe.,e wO OD)W1 1. IwY pL OF NAMMOND. LtC ROLLING HILLS FARM s«, 21e. u.ne I O, twno.,w OAS TREET N LOCATED IN THE OF NW1/4 OF THE SW1/4, THE NEI/4 OF THE SWI/4, PART OF THE SW1/4 OF THE wb. s1.N..•p,Nrwlt,I by, 71O 01e SW1i4, AND PART OF THE SE114 OF THE SWI/4 ALL IN SECTION 29. AND PART OF THE NEIA OF THE Cewdad .21 IM �pp NW 1 /4 OF SECTION 32, ALL IN T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. 6s RVEYING, INC. pg� j NpuBle011l of A,IIYinislyu G.O, BOX 14 FFa' P 023 FA y •1718 IV iYs�C 0...555 SEE SHEET .I LOT 29 iI io NO ANDgy H I�, 1 a 1 is 11 1 1eIFT 6 -- OI\_ I � �aou,N uralw wwarw eY,h 'y �yy 1{E�2 LOT +I r:'-Y~ �':; a•.IXJorn rrra� wosre Wea TNe •+waTw aw+w I I C'� N. 96ES LOT 28 O'�U L._ _.touTRri __ _ r= OUTLOT 2 O LOT 27 1�lia rusfxi ��.�.-_ SEE SHEET LOT 2B wv�O"aoavw 17,x,. 25 311 d iE SHEET 3 LOT 15 /14A.�MfO"F o` A1T� . avM11 4 �9 a rah 13w t��.,r• G■� 7 iy LOT � 12 + LOT 13 ` 1 t� `y 14 taw 1 R,m + *1 ,�✓ i s etfv 'tea "arr.\,{`� �OUTLOT 3 m•_' ,•1 �} an acNa .• •torD>a LOT LOT � LOT �••""••••. s Y 10 9 8 OLOT7.. 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