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032-2076-60-030
, 0 0 10 g , o J % k V e ■= z o a z e o g , a o § E o # § k k - 2 E § § , @ % § 2 ° R/ \ � � � � ■ k K Q) § r � Fc e ® 2 @ z > % -4 E e >� A 3 \ k 22� 4 g § o CL § §2 CD oo; §Ec ® a E - / o 0 o J Or o _ % § 0 > ° 0 �% (D E CY) 222 7 E E ; k z k 2Gg / 0 ƒCD % � - \ 3 z / (D c _ -1 U) � f � O � 5. $ § ° R E § ■ M f § E § z / 7 § 7 c cr $ § f ® •( CZ ` § z % M i �� \ a¢ )sue m §/\ CL b �(a :3 � ( 2 r ,m 7 CL a E§ ON � . � � ■ o � t \ t� t C) CA 0 -V 0 I � m o A z O N Z p? W �• CD 0 7 N N O CD fD O N P N ON 0) OQ C M 4 R C7 a) c O O O O �O C n O l� O O N .41 S u> z N C a cCD DI a C CD W N p - m (D o O Z 0 CD n r CA rr 000 Or o 9" = v � K) o W D a • Q � v o CD CD L" D o O c � N fD O 3 m O 3 m CD A z m � y A z O CD O a J � W ?• r--� a m °z 1 o z r4�, 3 m o fll Z CD A % j T c o, �' a O 'r N w 1 0 °p O A o y CD � I f v sin Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division a INSPECTION REPORT Sanitary Permit No: 420781 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Nielsen, Scott I Somerset Townshi 03 2 - 20 - 6 0 - 0 3 0 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /oo • v ��� -T �� ��� l a�f`" 14.30.20.790C30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY f3"ti STATION BS HI FS ELEV. al^i an- - 11i.c LP 7. 46 107 Septic, ✓l t Benchmark I�ov F 7• 6 f U Dosing Alt. BM -r j -� Yf S�ac� toryv � .� Z -G (6L{, (o Aeration Bldg. Sewer 3, la>H. r Holding St/Ht Inlet /02.1 TANK SETBACK INFORMATION SUHtOutlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 7 . 7Z_ 99 1 Septic !V o+ , Dt Bottom // 1 J Y's 4— 'N Dosing ; > Header /Man. Zcw,s A � Aeration Dist. Pipe �1 1 -,I.ea S 3.t, 703 Ef5 Holding Bot. System N ea F Q+ t? Ghr 103,14 PUMPISIPHON INFORMATION w1F% c 'ti as `` zg Fina Grid 4 c t; ic.-s Manufacturer Demand StCovef w I_srr GPM Al •t t_N.. 3.. t v fU.3� Model Number TDH Lift �_ Friction Loss 4 System Head TDH Ft �� o der 7 )S e; Ste. Forcemain Length Dia. Dist. to Well a •F. ., r— SOIL ABSORPTION SYS t o" BED/TRENCH VQdth Length , No. Of Tr s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS' WU SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manuf cturer: INFORMATION CHAMBER OR Type Of System: NG� � � � UNIT Model Num r: Mo __.q.. DISTRIBUTION SYSTEM Header /Manifold Distribution 7 �t x Hole Size x Hole Spacing Vent to Air Intake Length a ci - Dia � r� Length � 1 Dia �� �� Spacing 1 6 5 � 3 L SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Yes � No Depth Over Depth Over xx Depth of eded/Sodded xx Mulched Edges t Bed/Trench Center-;, 1 Bed/Trench Ed 10 ITopsoil xx Se � _ [� � � Yes [F] No CoI J (Include c Aeries, pens present, etc.) Inspection #1 : / /� Inspection #2: g Location ; 194 157th _ A x e Somerset, WI 54025 (SE 1/4 NE 1/4 14 T30N R20W) NA Lot 3 "1 Parcel No 14.30.20.790C30 1.) Alt BM Description = >9 S / �/i �,. 2. Bldg sewer length - t� t- jr - amount of cover = ? $ " t Z, r t ^ "'0(j2 eyjb UJ U� L �� Plan revision Required? 0 Yes No Use other side for additional informs n. SBD -6710 (R.3/97) Date Insepctors Signature Cart. No. l // „h ev J , C Safety and Buildings Division County n m 201 W. Washington Ave., P.O. Box 7082 S� L� p X NVIsconsin Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 261.6546 - 1 )_V Sanitary Permit A n li State Plan I.D. Number In accord with Comm 83: 1, Wis. Adm. Code, pe itf. mati ggW E D O ( _ T� t 16± may be used for secondary purposes Privacy Lou, sl5.04(I xm) ject Address (if different than mailing address) I. Application Information - Please Print All Information `1 7 y✓ (Z G 1 Property Owner's Name Parcel # Lot # Block # ZONI OFFICE .3 Property Owner's Mailing Address _ Property Location City, State Zip Code / Phone Number Section L N. 5 u 1, / , l am• 10 9 �Pi z —z /- lac �f c ircle H. Type of Building (check all that apply) T 3 U N; R .( E o� r 7 < c� d C - .� c4S S N�[ or 2 Family Dwelling - Number of B t Subdivision Name CSM Number 1 0 PubkXommercial - Describe use tx (oZ • "b `� o • S ❑ State Owned - Describe Use X g ❑City ❑Village 07ownship of Sz III. Type of Permit: (Check only one box on line A. Complete line B if applicable) (j 2- a 0A - 0 - 030 A. New System ❑ Replacement System ❑ Trestment/Holding Tank Replacement Only 0 Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that apply) - t?D ❑ Non - Pressurized In -Ground Omound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter 0 Constructed Welland ❑ 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) Dispersal Area Required (sf) Dispersal Area Proposed (so System Elevation o % 7 - 7 Si) 9 VI. Tank Info Capacity in Total Number Man u Prefab Site Steel Fiber Plastic Gallons Gallons of Units �? \ S Concrete Constructed Glass New Ercistiog Taale Teaks Septic Holding Tads dw Aerobic Treatment unit mber VII. Responsibility Statement - L the ua ume responsibility for ins a POWTS shown on the attached plans. Plumbe's Name (Pri PI ber's Si re /MPRS mber Business Phone Number z LZ8;v V7Z -Z- �Z1 Plum s Address (Street, City, State, Zip Code Le') 5 a -14, r J VIII. Coun (D rtment Use Onl JK Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issu' g Agent Si attire (No Stamps) Iff Surcharge Fee I ❑ Owner Given Reason for Denial 2 IX. Condition of Approval/Reasons for Disap n A-(( 5�-t v e 40?4 r o f t c..Q►.QR �cr�t o�atclCt..tat GFo . 64 Attack complete plans (to the Comity only) for the system an paper net less than 81/2 x 11 Inches Is size SBD -6398 (R. 08/02) i r j �Qj Q P ropose d ,, 7 a �.s g 4'�ells O n Jw J ��L 7Z �/ Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TD #: (608) 264 -8777 I�sconsin www www•commerc . o ns ov Department of Commerce .wiscnsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary April 03, 2003 CUST ID No.222872 ATTN.• POWTS Inspector JACQUES M HAWKINS ZONING OFFICE HAWKINS SOIL TESTING & SEPTIC ST CROIX COUNTY SPIA 1615 260TH AVE 1101 CARMICHAEL RD LUCK WI 54853 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/03/2005 Identification Numbers Transaction ID No. 852206 SITE: Si ID No. 65 7071 Scott Nielson Please refer to both identification numbers, Oak Ridge Ln above, in all correspondence with the agency. Town of Somerset St Croix County SE1 /4, NEIA, S14, T30N, R20W a Lot: 3, FOR: New mound, 750 GPD Ct Object Type: POWT System Regulated Object ID No.: 896629 ') 7. a The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes � and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in r = = chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: C General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" S13D- 10691 -P (N.01101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N.01101). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) • Per the component manuals selected, the maximum allowed dose volume is 150 gallons plus flowback. The dose volume proposed exceeds this amount and will need to be adjusted. Setting the "pump on" float to 5.86 inches would provide a dose volume within the minimum and maximum requirements. Setting the "pump on" float to less than 5.83 inches will not provide the required minimum dose of 5 times the void volume of the laterals plus drain back. Note • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. ` JACQUES M HAWKINS Page 2 4/3/03 Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Maintainmell and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. 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. 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 em necessary for code compliance. As per state stats 101.12(2), nothin in this g rY P P g 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, operati ..or maintenance of the POWTS. Sincerely Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patricia L Shandorf POWTS Plan Reviewer , tegrated Services MART code: 7633', (715) 634 -7810, Fax: (715) 634-5150, M -f 7:45 am - 4:30 pm phhandorf@commerce.state.wi.us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 I Page 1 of 7 Index and Title Sheet Project Name: Sr f�rNielson Five Bedroom Mound Design Property Owner: Steve Nielson Address: Legal Description: NE 1/4 of the SE 1/4 and the SE1 /4 -NE1 /4 Section 14 T30N -R20W Township: Somerset County: St. Croix Subdivision Name: CSM Pending Lot: 3 Comp. #/Parcel ID: 032.2076.60.001and 032.2076.80.001 CONTENTS V1 T �� a�fll7 dd e -- Page: i Index and Title Sheet y Page: 2 Plot Plan GF CO FR' J-H y NGJ Page: 3 Plan View and System Cross Section L Page: 4 Lateral Layout Diagram -6 �' o N u E Page: 5 Pump Chamber Cross Section Page: 6 Pump Curve and Specifications Page: 7- 3 of 3 Management and Contingency Plan Soil and Site Evaluation Report Enclosed Mound Component Manual Used = Version 2.0 SBD- 10691 -P (N.01 /01) Pressure Distribution Component Manual Used = Version 2.0 SBD- 10706 -P (N 01 /01) Designer: Jacque Hawkins License # MPRS 222872 Signature. Phone # (715) 472 -8446 Date: 3/21/03 r aje I ro�o5ec� �ou�iu� o Sys e/ev, 1 � 3 - P V L ti � w Z n 4.�CI 14 /Co 1 �1-7 L f�7 L a Page 3 of 7 Cross Section of a Mound System Using Two Cells for the Absorption Area tiernaUe Force Main Location J 1/10 Observation Pipe A B O Pam Main w O O 'r B I L A 4 E H K BI 94fL F I 1 .8' L 8. D 7 - G ® (L 4) COB Am 1-- (R -) Bard Area Avag" (8�) I�r �aB (S)1/10 B ObL Pipe Plwewng Note: C dimension = wX separation. Based on ft basal anarequiretnent Mound Cross Section View for 1/2 the daily waste water flow. Aggregate Dispersal Area Finished Grade GI H til lo, ®. .. - Lateral D's `� E .. , D Invert Cell Elevation for each cell. ® (ft) Concur Elevation 1 % site Slope Detail of Typical Dispenal Cell textile Fabric Swag Key Cover [ -- ( ,O - O - o 0 0 0 Topsoil Cap °o °o °o °o °o °o° 0 0 0 0 0 0 0 Subsoil Cap o°Qa00000° o0 ASTM C33 Saari 0o T o ° o F o o Tilled Layer o °o °o° °o °o °o Aggmgate 0 0 0 0 Note: Prepare Mound Site per Compost Manual C ustuction Procedures. i • 4 Page 4 of 7 Center Connection Lateral Layout Diagram Alternate force main location. T — P P --� S Lamas and Faroe Mam of PV Sch. 40 per Comm Table 84.30 -5 Tam-up wftfl valve or elm �- X — 77– X --� Holes equally spaced on out Plug - X/2 bottom of lateral Number of Laterals 4 Or6ce Diameter 156 or 5/32 in. Lateral Diameter 1.5 in. Orifice Spacing (3) 3 1}, Lateral Laigth (P) 40.5 & Orifices per Lateral 14 Lateral Spacing (S) 2.25 fi. Orifice Density 6.6 flal 0� 7.56 M .25' per cell 22.35' Lateral Flow Rate gpm Manifold Length to tal included in fm & System Flow Rate 30.24 x 2 = 60.48 Spin Manifold Diameter 2 in. Total Dynamic Head 22.74 $. Lateral Turn-up Detail Finished Grade Threaded Cleanout Plug or Hall 6" to 8" diameter Lawn Sprinkler Box Valve Long Sweep 90 or Two 45 Bends Same Distribution Lateral Diameter as Lateral Pg. 5 of 7 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 6t COMM. 4 Sch. 40 Vent 16.28 WAC > or = to 12" Above Final Grade Alternate Outlet Location W /Approved 4" Sleeve Inlet Force Main Diem. = 2 it Weep Hole or Anti Siphon Device Note: Pump switch and alarm to be A wired to seperate circuits. 92.25' B Pump Off Elev. C Task Mfr. Straw Concrete 1000 gal. D U 91.50' Dose Tank Elev. Vertical Difference Between Pump Off and Distribution Pipe = 11.19' Minimum Required Supply Pressure ....... ............................... = 4.55' 100 FT. of Force Main x 7.00 Friction Factor /100FT.... = 7.00' Total Dynamic Head .................... = 22.74' Number of Doses ... = 5 Per Day Gal. Per Day/ #of Doses = 150 Gal. Volume of Backtlow ..................................... ............................... = 16.30 Gal. Total Dose Volume ...................................... ............................... = 167.18 Gal. Pump Tank Capacity 1033.68 Gallons Dimensions Inches Gallons Pump Tank Vohme 28.32 Gal/Inch A 19.50 552.24 . Goulds B 2 56.64 Pump Pomp Model Model 3985 3/4 hp C 6 169.92 D 9 254.88 Minimum Discharge Rate = 60.48 GPM Alarm Mfr. S.J. Elect ro Total= 36.50 1033. Alarm Model 101 -01H Bad. Tank per COMM. 83.45(5) Anchor Tank as necessary to negate buoyant forces per COMM. 83.43(8)(g). ' QQ P � V 1. g = MET ERS FEEL - / l� � ° ,30 —T-- -. V 85 Gi /�c� ?ugL".— ,2G MODEL 100 4 25 = 2 0 -- �h Q is 50 r 40 10 30 11 5 100 10 20 3 0 0 0 40 W 60 ]0 80 W 100 110 120 130 140 U.S.GPM G 10 CAPACITY 20 30 m�m Pump Specifications Features and Benefits 1 /3 through 1 HP • All models feature silicon carbide . L Up to 130 GPM mechanical seal faces for superior N Maximum head to 123' abrasive resistance and extra D Discharge size 2" NPT long life. S1 Solids: '/4" maximum • Cast iron semi -open non -clog M Motor impeller with pump -out vanes All All motors feature ball for mechanical seal protection. be bearing construction. • Rugged cast iron volute type casing &I Available in Single and adaptable for slide rail systems. ME Three Phase 115, 200, • Corrosion resistant threaded Ca: 230, 460, and 575V. stainless steel shaft. ThE All single phase models - Motor is fully submerged in high Sta have capacitor start motors. quality oil for lubrication Materials of Construction and efficient heat transfer. Cast iron • Optional silicon bronze impeller Stainless steel available. • CSA listed models available. S underwriters Laboratories All Models are designed for continuous operatior Pagel- 1 of 3 Private Onsite Wastewater Treatment System Mound Management Plan Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System(POWTS) Shall Include information and procedures for maintaining the system within the parameters of Comm 83 and 84, 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 Comm 83.54, Wis Adm. Code, and the Mound Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10691 -P (N.01/01) Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms 5 Design Flow (GPD) 750 Soil Absorption Component Sizes . ft.) 750 Septic Tank Capacity Gal. 1600 rated for 806 gpd waste water flow Pump Chamber Capacity Gal. 1033.68 Type of Wastewater Domestic Table 2: Soil Absorption Component — Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow -Peak (GPD) 806 750 Max. Influent Particle size NA 1/8 Inch Maximum BOD 5 (m g/1) NA 220 Maximum TSS (m ) NA 150 Maximum FOG 130 Table 3: Maintenance Schedule Septic Tank Inspect and/or service once every 3 years Outlet Filter Should inspect once a year and clean every 3 years Pump Chamber Inspect once every 3 years Soil absorption Component Inspect once every 3 years Pagel- 2 of 3 Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under sec. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. 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. The 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 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 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. 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 Comm 83.33, Wis Adm. Code when the tank is no longer used as a POWTS component. i I Pagel- 3 of 3 Soil Absorption Component The soil 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 are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every 3 years. 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 case of soil absorption failure the existing distribution network could be removed, then excavate cell to determine zone of failure. Remove clogging mat and replace with Astm C 33 sand. Then clean, inspect or replace distribution network and cover. Component Owners Contact List Jacque Hawkins Plumber 715 472 -8446 St. Croix Co. Zoning (715 ) 386 -4680 SKAW Precast Jack Skaw 715 967 -2277 Zabel Filter Co. (800 ) 221 -5742 Septic Pumper I Tri- Sanitation 715 386 -0114 F . Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT page / of In accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County J T• /_ _ x Include, but not limited to: vertical and horizontal refer ! � 1�> M). direction and parcel I D. 0 3.), . 2-0 • (o O.00 Percent slope, scale or dimensions, north arrow, k"tijn (afni/d 'li . e to nearest road Q Please print al1JHoyt m� / 3,� • 2v7 P atlon. % ` Re lewed by . - D . - Date Personal information you provide may be used 19 secpndary pur� ` /rte"' l �/ )te Law g 04 hl lm1) A -M- Property Owner -•� � / ` W / �� � O [ 1v S T d .�U �'y t �'O rty Location �/ ©� Govt Lot 5� 1/4 /V f 114 S I7 T 3 N R E (of& Propert Owner's Mailing Address OSM PCAIP 1A 6- 9 Av PEE 6 0 A) 5 C0 0 Block # City State Zip Code pne, Number CPS City ❑ Village [K Town Nearest Road ( 56A4 6 - t'SE 7 0,¢K 4 1 to . New Construction Use: Residential / Number of bedrooms 3 _ Code derived design flow rate yS 0 "a GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ /bt General comments S' f OV PIOU S& f j� /S Flood Plain elevation if applicable ft. and recommendations: - r55 7 Sl -- t QUi S /�lDU syg % • wig, N A S A / Soi L GD.¢Di.l9(1- /Pik - D� . Z Boring # ❑ Boring (� Pit Ground surface elev. A ' / fl, Depth to limiting factor / in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounds Roots Soil Application Rate Munsell Boundary' GPD/ftI In. Qu. Sz. Cont. Color Gr. Sz. Sh. 7 to yre 2 �L L 17 141 7C Cf � � ,EIJ1 E�2 �� YX 3 s/� /f s fib �v - 7 i7 3 3 •3 /o Sid f s ,�, fiP c _ s. 8 3 • (� /o yR 5 7 UA A S1GL /> �►►fr/ -�� n� C ip zaQ r,o / z M � Boring # Boring pit Ground surface elev. /d 2.5 D ft. Depth to limiting factor f ? 3 in. H Redox Description Texture Structure Consistence Depth Dominant Color p —�- Soil Application Rate onsistence Boundary Roots GPD/ft In. Munsell Qu. Sz. Cont. Color / D" /Q YR Z Gr. Sz. Sh. 'Eff#1 'Efi#2 /� — L /fsb� �R 0-5 Z �° I R 3 56 --/' cs . f- , 3 I /o S/L 2 fS � �i C . S �T ' S Z•S' y S S� 1, v7< �I mil' N N 0 YX 7.5 yA- S /6, a� Effluent #1 =COD > 30 < ( 220 mg /L and TSS >30 _< 150 mg /L ' Effluent #2 = SOD < 30 mg/Land TSS < 30 mg/L CST Name Please Prtnt) Signature f� T �� G� 7-- CST Number 2 a" Address 4 3 � S Date Evaluation Conducted Telephone Number M 7- a ° O/ 715' M6 -JOUS Ulbricht & Associates Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 ORIGINAL hV #N -to /j l °T3 Property Owner Boring # Boring Parcel ID # Page of 3 ❑ • d Pit Ground surface elev. tt. Depth to limiting factor j _�in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda Roots Soil Application Rate In. Munsell Qu. Sz. Cont. Color �' GPO /ft Gr. Sz. Sh. "Eff#1 Eff #2 /61 R t; s S• l 0 3 S�[ � S t -z : .3 roe N ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary oots Soil Application Rath In. Munsell Qu. Sz. Cont. Color ►Y GPD /fl Gr. Sz. Sh. 'Eff#1 • Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate ry GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. St 'Eff#1 •Eff#2 • Effluent #1 = BOD > 30 < 220 mg/- and TSS >30 < 150 /L q _ m9 'Effluent #2 = BOD < 30 mg/L and TSS < 30 r►)OIL 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. snn -8770 (R.6/00) r l _ s r • 1� - Lo T 2 ) p f or , 0 1 0 Ulbdcht & Associates U Private Sewage consultants 655 O'Neil Rd. Hudson, Wis. 54016 Np. A . LO% 3 1,ol .3 53 ,�av�D s ysT, �W:T °'P�"� co,� �� , �o /32- rue IV IAA- roP ° ` An— I 1 I 0 n p D POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner,, 4- ,�6, v t j Septic Tank Capacity 1 (,06 a l ❑ NA Permit # z I Septic Tank Manufacturer �d ,,� ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer Z q'6 £" ❑ NA Number of Bedrooms S ❑ NA Effluent Filter Model A lejo ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity 1660 a l ❑ NA Estimated flow (average) 7sd al /day Pump Tank Manufacturer S "t d w ❑ NA Design flow (peak), (Estimated x 1.5) �� ZS gal/day Pump Manufacturer / ;4 / C/ _5 ❑ NA Soil Application Rate /-0 gal/day/ft' Pump Model j Zf8 S ❑ NA Standard Influent /Effluent Quality Monthly average" Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade "ound Fecal Coliform (geometric mean) 510 cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y. in dia. ❑ NA Other: ❑ NA Oar: ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: / ❑ month(s) (Maximum 3 years) ❑ NA - 0- ye ar(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: �' - ❑ month(s) (Maximum 3 years) 13 NA 'ear(s) - 12-Mbrith(s) ❑ NA Clean effluent filter At least once every: '� ❑ year(s) Inspect pump, controls &alarm At least once eve ❑ month(s) ❑ NA P P P every: - B-Vear(s) Flush laterals and pressure test At least once every: ` -6-year(s) ❑ NA ► Other: At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name �w i ti.5 4'2e.5 Name Phone y7Z Z YZ Phone Y 7Z — Z YZ / SEPTAGE SERVICING OPERATOR (PUMPER) I 1 LOCAL REGULATORY AUTHORITY Name 4L— u.� / �,✓, 7G7'o Name Phone 71J — +��j6 — 0//V Phone This document was drafted in compliance with chapter Comm 83.22(2)(b)0)(d) &(f) and 83.5411), (2) & (3), Wisconsin Administrative Code. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer sVtt Mailing Address &AAA S A IM' / &AJ 5 5 i J .�2 Property Address � 4 (Verification required from Planning Department for new construction) City/State Parcel Identification Number LEGAL DESCRIPTION Property Location 1 /a, /V 6 1 / Sec. . T 3L N -R Ld W, Town of c5o ✓m F.e Subdivision Lot # -3 --_ Certified Survey Map # (o 1- � - 3 `f Volume iO . Page # q2-1 S Warranty Deed # (.p 8 S J 7 , Volume Z / . Page # S� Spec house ❑ yes Vno Lot lines identifiable 0 yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masWphmnber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Ywc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 k he three year expiration date. /l.f lid / l URE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the roperty described above, by virtue of a warranty deed recorded in Register of Deeds Office. 1,0 / / P �S( � ATURE OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed I, 0 9 ST. CROIX CO., MI STATE BAR OF WISCONSIN FORM 2. 1999 6 8 3 3 4 2 Document Number WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS This Deed, made between William G. Johnston and Jennifer L, RECEIVED FOR RECORD Johnston, husband and wife -- 07 -03 -2002 8:30 AM Grantor, and Wright Homes, Inc., WARRANTY DEED EXEMPT t REC FEE: 11.00 TRANS FEE: 300,00 COPY FEE: Grantee. CERT COPY FEE: Grantor, for a valuable consideration, conveys to Grantee the PAGES- following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Part of the NE '/, of SE '/. and Part of the SE '/. of NE' /. of Section 14, =Address - Township 30 North, Range 20 West, St. Croix County, Wisconsin described as follows: Lot 3 of Certified Survey Map filed May 22, 2002 in Vol. 16, page 4295, Doc. No. 679734. I 032 - 2076 -60 -001, 032 - 2076 -80 -001 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. 0j) ('s not) Dated thi Q da y of June 2002 William G. Job ton r + J ifer L. Johnston AUTHENTICATION ACKNOWLEDGMENT Signature(s) T STATE OF WISCONSIN ) authenticated this _day of County Personalty came before me this. v day of June , 2002 the above named William G. Johnston and Jennifer L. Johnston, husband and wife TITLE: MEMBER STATE BAR OF WISCONSIN (If not, tot wn to be the pers s) who executed the foregoing authorized by § 706.06, Wis. Stets.) in_ tru a aqk o jhe same. THIS INSTRUMENT WAS DRAFTED BY r V` Attorney Kristine Oghand Hudson, WI340I6 Notary Public, a(eiof Wisconsin My Co mission is " e"anent, (If not, state expiration date: (Signatures may he authenticated or acknowledged. Both are not necessary.) _ �� ] ) * Names of persons signing in any capacity must be typed or printed below their signature. W matlon P,or aariondr com Pant, Fond du Lae, Wl WARRANTY DEED STATE BAR OF WISCONSIN Tracy L. Tumer e00bsa2021 FORM No. 2-1999 Notary Public State of WIScons' hoc# 47973q CERTIFIED SURVEY MAP =y� 0 Located in port of the Northeast Quarter of the Southeast Quarter and 0--si_ it At g In part of the Southeast Quarter of the Northeast Quarter all in Section 14, io Township 30 North, Range 20 West, Town of Somerset, ji� �c St. Croix County, Wisconsin. Prepared for and at the request of: � UNPLATTED LANDS CA Z -___ _ b : 4 OWNER: ---- ---- - - - - -- (( _ William and Jennifer Johnston L_____N89'47' E- �r4- - - - - -- 193 Anderson Scout Camp Road C '- -� - - -- 313.45- - — - Houlton, WI 54016 a/cN)a�t�TJ - T__ - sfigl7s( Drafted by. Ty R. Dodge V 313.62 m JOB # W1057SU24 NORTN LINE Of' THE ZZ CENX -NE- 300 0 300 Sr 114 CIF THE NE 114 J NTH L _ ° T 3 GRAPHIC SCALE C.S.M. _ M. SCALE IN FEET: i inch = 300 feet BEARINGS ARE REFERENCED TO THE EAST LINE OF THE - - P 2204 as y SE 1/4 OF SECTION 14, TOWNSHIP 30 N., RANGE 20 W. ---- -- I i, HOUSIF i WHICH IS ASSUMED TO BEAR S00'09'46'W. j n" ° .. g MM NOTE: NO OER OR RESIDENT SHALL 00 ANYTHING WHICH WOULD INTERFERE 1MTN OR CHANCE THE I -y 1 o W OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION CONTROL PUN f I O Trj FOR THIS C.S.M. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, OBSTUCTING, ALTERING, N FILLING, OR EXCAVATING OR PLANTING IN ANY POND EASEMENTS, WATER DRAINAGE DITCHES, N W N WATER RUNWAYS, WATER CULVERTS, BERMS OR GRASS SEEDMGS. e O NOTE: The parcels shown on this ma ore sub je unty and , r a' O 1° G) _ N Township laws, rules and regulations ( well to 'ze, access O "'I ` n w to parcel, etc.). Before purchasing or Bevel coma the St. l� 2 O Croix County Zoning Office and the oppr i wn B advi - I 11 tL - -i Lys S�� PL�� 4 'M ' { N88' '4 "W c I t GEM p r, �l v�o Z gGNt�P z J ' Co Section Corner Monume o record • Set 1" x 24" O'�N Iron Pipe igh g P��+'° O r� r � r 1.13 pounds per linear fo t �n s O Found 1' Iron Pipe 1 > 6 / Q n I � ti 0 Found 2" Iron Pipe q/� V� 1`1 '7 I � N � ° � - -- ••••••Building Setback Line(100' from oy) Contiguous Buildable area 1 C I n %C.B.A.i, 1 `EAST -XFS7 / 1 4 L /NE i C per Town of Somerset - ry T N88 c VM EASDAT 1 , 70. O Of- .... .... t t 1c N '42'47 ... ...... N Z�: - /A,ST- .!k£SZ.11f_41�Y� �N� �o % � g m N _� N68_42:47 "W 335 38 `u t r / G m / i ' r - -- -- —�' I O' / 0 N m " t ?9H'N H4M TOWN ROAD o �`� I� o ° ! __ 884247 W 336.67'' N' ' " i - -- — 270.613' C 66.01 d 0 Z U TY EASEMENT I m 1) DALI - I O O1 ~ rh ' 0 N ,�"n FICAL t Z a� { N M m D O. � ....................._...... O< - I Oo I� w 81.9 o AI + > Z D A ..� D D r.t. l I P '1 at n�� isS mrnm;a oo M o fie* �a s a u I� � '�°' D L r I ® i rn aft cr -n 0 \ m 1XDO Fm .4t• om O (A ti'yti�. Zu t o� 0 U3 Prepared by. DETAIL 1'=150' se9 4e 13 w _ J COIf3U T1r; .�0 T 360.30 w I 1 D N D Phone No. (715) 246 -4319 NE STH 1 /4 / A� 7t/£ SE 1/4 op, PEN ACR � ( 0 d I � � 109 East Third Street, P.O. Box 325 S COON T 7q I ro °' x New Richmond, WI 54017 F OUIV £ i 5, t� ° Q LOT 1 LOT 2 LOT 3 LOT 4 ; epin 'sTATeS�� 9 1 e Nv TOTAL AREA; TOTAL AREA: TOTAL AREA: TOTAL AREA: i 275,438 SO. FT. 155,198 SO. FT. 159,153 SO. FT. 260,041 SO, FT. SOUTHEAST CORNER f° i ✓ 6.32 ACRES 3.56 ACRES 3.65 ACRES 5.97 ACRES SECTION 14 - 30 - 20 GGo Sheet 1 of 2 (FOUND ALUMINUM / COUNTY MONUMENT) - ► Vol.16 Page 4295 Page 3 of 7 Cross Section of a Mound System User Two Cells for the Absorption a W t Force Main Location J T 1/10 Observation Pipe A 1 0 0 F Main w d B I L C ct {s r^^ ' elev A 4 E H K B F I 1 .85 L 98. 6' C 17. G DI 6' ($ �) > ceu 54.8 (R•) Banal Area Anil" 4.46 (it) riio s o (sue) I �s R >�a ]'lacemmt f Note: C dimension =cell seperation. I Based on the basal area requirement Mound Cross Section View for 1/2 the daily waste water flow. Aggregate Dispersal Area Finished Grade 1 �� -I H G I F .. �. � ; ° .. ° ®. .. m Lateral Dispersal E. D Invert Cell Elevation for each cell. (fl) Contour Elevation - 0000 N 1 % Site Slope Detail of Typical Dispersal Cell textile Fabric Shading Key Cap Cover C ® Topsoil ap 0000° °° °° °0000 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° ® S u b s o il Cap 0 o„Q 0 0 0 0 0 0 0 0 O ASTM C33 Sand 0 0 0 01�lLater�l 0° F T Layer ° °0 ° 00 ° 0 ° 0 ° o ° o °0 5 0 ° 0 ° 0 ® Aggregate 000000 4 A - --0 Note: Prepare Mound Site per Component Manual Conduction Procedures. Page 4 of 7 Center Connection Lateral Layout Diagram Alternate force main location. T P w P S Lativals and Form Main of PVC Sch. 40 per Comm Tame 84.30 -5 �Tum w/bsli valve ar dcw X X Holes equally spaced on one pLag X/2 -- bottom of lateral Number of Laterals 4 Office Diameter .156 or 5/32 Lateral Diameter 1.5 m, Orifice Spacing (X) 3 A Lateral (P) 40.5 & Orifices per Lateral 14 fl9► Lateral Spacing (S) 2.25 fL Orifice Density 6.6 1w 7.56 .25' per cell- 22.35' Lateral Flow Rate � Manifold Length t inch�ded in J& System Flow Raze 30.24 x 2 = 60.48 g p m Manifold Diameter 2 in. Total Dynamic Head 22.74 f} lAtm -al Turn up Detail Finished Grade Threaded Cleanout Ph g or Hall 6" to 8" diameter Lawn Sprinkler Box Long Sweep 90 or Two 45° Benda Same Distribution Lateral Diameter as Lateral Pg. 5 of 7 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 8t COMM. 4" Sch. 40 Vent 16.28 WAC > or = to 12" y Above Final Grade Alternate Outlet Location W /Approved 4" Sleeve Inlet Force Main Diem. = 2 " Weep Hole or Anti Siphon Device Note: Pump switch and alanu to be A wired to seperate circuits. 9 2.25' B Pump Off Elev. C Tank Mfr. Straw Concrete 1000 gal. D 91.50' Dose Tank Elev. Vertical Difference Between Pump Off and Distribution Pipe = 11.19' Minimum Required Supply Pressure ....... ............................... = 4.55' 100 FT. of Force Main x 7.00 Friction Factor /100FT.... = 7.00' Total Dynamic Head .................... = 22.74' Number of Doses ... = 5 Per Day Gal. Per Day / #of Doses = 150 Gal. Volume of Bacldlow ..................................... ............................... = 16.30 Gal. Total Dose Volume ...................................... ............................... = 167.18 Gal. pump Tank Capacity 1033.68 Gallons Dimensions Inches Gallons Pump Tank Vohme 28.32 Gal/Inch A 19.50 552.24 B 2 56.64 Pump Mfr. Goulds C 6 169.92 Pump Model Model 3885 3/4 hp D 9 254.88 M inimum Discharge Rate = 60.48 GPM Alarm Mfr. SJ. Electro Total= 36.50 1033. Alarm Model 101 -01H Bed Tank per COMM. 83.45(5) Anchor Tank as necessary to negate buoyant forces per COMM. 83.43(8. -"Bab - - - I I' :.t., ti p ' r 0 ` x r yis.y . + 16 Effluent PW11'P - 1 h a � 1 METiRi EEC ME'Efi EEL MODEL: 3885 - - — — - MDUE 3572 --r LM C I o n ' I 70 ._ � 0,) SC h o 'o_ 20 _ ao so s ��_ so ao 1x —_ 110 _a. 11 +:o c s e Cl1?k:IT " i P,jtnp St,ocIJuaticn :; Feature; and Benefits Pump Specifications Features and Benefis li li p • Glass iii ,,d, thermcplastic v . a te. tnroc�gf' t'iz HP -AI models feature shcon earbide Jp to 75 SPM mpeller >vith stainless steel Ua to 13C GPIV ra seal faces or superior Maximum nead to 13' insart and pump ota vanes ,cr Maximt.m h-lac is 123' abrasive resistance aA ex ra Disc iargc Sze .'" NPT mecnan cal seal protection. D scharge size 2" APT long life. 3clics: 2 I iaxa-it,ri •Rujg,d glass- f'lled the r ;,[List ')'ids V/' maximum • Cast iron semi -open non -clog ca :mlj anc bas ues,gr :: plon'_ie� ilr, Motol Motor pelier with pump - o�3t vanes suienur sirer.gth and cur :osi_m ^,:I motE_rs feature hall for mechanical seal Flo eczion. All moors s t r u'e bail resstance. year :ng curstrLCtioa. ta�ing construction • RL:gged cast iron volut, rypa casing Single phi :)�: ' ' S1. • �a :,t iron rnotor housing for allabl :, rl .ging'le ar :� adaptable for slide ra l sist�,ms, effir;iert heat transfer, strenut I II Flare 115. 20J, • Corrosion resistant Vi-cad "'c Materials of Const :uctiol ant dUrl )ilit . / �. >0 d13) ar o �75V. ast on .0 satin ess steel s� o ro; on res s.al t !hiu-c.-c (her opl3 ; is ,11 singe phase models sta s sht:h st :�1e caUaeitor star. motors. %1otcr is fully sLbn erred in t�ligh ;t..I I I�,SS st.�el � � quaky oil for labrica.i )n v1 ilacle Irr a3tcmat:c aiid n u LIL 1Iaterials of Construction and eificient heal tra�i;ter. mode.: • _ 1,cna! silicon bronz, nlpcllel •CSA I Et t3 models a i�iless �teai ajailaole. • 'SA listed Illodel'' akC fl IN C� Underwriters LaurBtu ins A/ Mc(fels o, dcsioneo 131 c),1(N :(:CUo O.] Ii 1 -� 'E_ : &1 ", :i iniE s st,-al IlEac :`✓sire ��, rc t Goulds Submersible Effluent Pump 3885 APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the be provided in starter unit. bronze impeller available as without damage. following uses: • Shaft: threaded, 400 series an option. ■ Bearings: Upper and • Homes stainless steel. ■ Casing:.Cast iron volute lower heavy duty ball bearing • Farms • Bearings: ball bearings type for maximum efficie, ^,cy. ccrstruction. • Trailer courts upper and lower. 2' NPT discharge adaptable • Power cord: 20 foot • Motels for slide rail systems. ■ Power Cable: Severe duty . rated, oil and water resistant. • Schools standard length (optional ■ Mechanical Seal: SILICON Epoxy • Hospitals lengths available). seal on motor end Single phase: CARBIDE VS. SILICON provides secondary moisture Industry •' /3 and' /z HP -16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket • Effluent systems with 115 V or 230 V three Stainless steel metal parts, damage and to prevent oil prong plug. BUNA -N elastomers. wicking. SPECIFICATIONS • % -1 Y2 HP -14/3 STO with a Shaft: Corrosion = resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on.three and oil leakage. Y4 maximum. •'' -1 Yz HP -14/4 STO phase models to guard • Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models - 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW ■ Motor. Fully submerged in SP Canadian Standards Association TOH. are standard. high -grade turbine oil for • Mechanical Seal: silicon lubrication and efficient heat UL Underwriters Laboratories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 ■ Impeller. Cast iron, semi- ■ Designed for Continuous series stainless steel metal Op eration: Pump 0 er parts, BUNA -N elastomers. open, non -clog with pump- Open the motor p ratio ratin t are • Temperature: out vanes for mechanical seal recommended mane limits, 104 °F (40 °C) continuous Protection. Balanced for g 140 °F (60 °C) intermittent. • Fasteners: 300 series METERS FEET stainless steel. 90 t- SERIES: 3885 , • Capable of running dry 25 80 ;SIZE:' /'SOLIDS without damage to "'E's" (!� _ i RPM: VARIOUS �— 5 GPM — — components. 70 , W E10H 1 � 5 1 , Motor o 20 - - - -, -- - Single phase: = 60 i wEO7H I • '/3 HP,115 V, 200 V, 230 V, i , 60 Hz, 1750 RPM; Y2 HP, Z 15 50 115 V, 60 Hz, 3500 RPM; 0 40 14 HP -1 % HP,' 230 V, < w E05H 0 10 30 60 Hz, 3500 RPM. 0 • Built -in overload with WE03L automatic reset. 5 ' • Class B insulation. Three phase: 10, • ' /2 HP- 1Y2HP200/230/ o ° - "- 460 V, 60 Hz, 3500 RPM. 0 10 20 30 40 50 66 70 80 9° 100 110 120 130GPM • Class B insulation. I 0 10 20 30 m /h CAPACITY 0 1995 Goulds Pumps, Inc. Effective May, 1995 �. 74 6e aw G 7 9 73`f 16 /1z aCERTIFIED SURVEY MAPb tccoted in part of the Northeast Quarter of the Southeast Quarter and 9 � 9 A y part of the Southeast Quarter of the Northeast Quarter all in Section 14, o C � w z e� �(,. (O oq( Township 30 North, Range 20 West, Town of Somerset, i0 2 r� 6St. Croix County, Wisconsin. ' d j o Prepared for ah s o'the request of: 4 UNPLATT LA NDS 'iwo .y ER - OWNER: AN S _ - - -- " (A William CAMP �AO\_ and Jennifer Johnston _ _____N89'475$ E - 4r - - - - - -- -- 193 Anderson Scout Camp Road "_ -------------- -- Houlton, WI 54016 !\ 72' i7A�'" - -- 58 7 56 Drafted by. Ty R. Dodge R/cH7 3162 co JOB # WI057SU24 NORTH LINE AF 7HE Z ••••'•"•�••`r-• CENIERLN£ 300 0 300 SE 114 OF 7HE N 4 .8 WN_» / NO TH L0T 3 c GRAPHIC SCALE C.S.M. — � ! I SCALE IN FEET: 1 inch = 300 feet _ V. 8 PG. 220 oo m o BEARINGS ARE REFERENCED TO THE EAST LINE OF THE ----- - - -- -- _ _ "� -4 0 SE 1/4 OF SECTION 14, TOWNSHIP 30 N., RANGE 20 W. HOUSE WHICH IS ASSUMED TO BEAR S00'09'46'W. !! o NOTE: NO OWNER OR RESIDENT SHALL Do ANYTHING WHICH WOULD INTERFERE WITH OR CHANGE THE OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION CONTROL PLAN ( 8 f*1 FOR THIS C.S.M. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, OBSTUCTING, ALTERING, a FILLING, OR EXCAVATING OR PLANTING IN ANY POND EASEMENTS, WATER DRAINAGE DITCHES, rn WATER RUNWAYS, WATER CULVERTS, BERMS OR GRASS SEEDINGS. io O y m N NOTE: The parcels shown on this map are s unty and I r a'. 1! y W Township laws, rules and regulations (i.e wetl o ize, access 0 i C W ip to parcel, etc.). Before purchasing or devel canto the St. 10 Croix County Zoning /� Office a � the � oppr I� wn 8 and odv M � ^► W " " �°"""r1 (TI l %�� N8 324 89 W ct I EGEND. 05/10/ SS Z ,� c Section Corner Monume t o record lz i a // r • Set 1" x 24" Iron Pipe igh g PSG '� r- r;' • elr m \ n'� ,^ 1.13 pounds per linear fo t o �� # O Found 1" Iron Pipe ti D -� e —� 2 g O Found 2" Iron Pipe , -- ••••-- ••••••- •Building Setback Line(100' from ; M • • �, # Contiguous Buildable area c w per Town of Somerset EAST -IfEST 1 4 L /NE N 8 8 ' 4 „W ti 2 ti >.�.._..- -. _.. _ _ ._ 2 Z ,r vnun �►r 70 z - - eit °_- - - - 2 j \`i Iz �; ............ . 0 ..... .... _...... ' °o N 8 42'47" v co ZAA:- A .9 1/ �`N� 1 m $� i r /$ g I v m N6j 1V88_42'47'W � 1 ,q�� 'Z/' % O ;� l y 335.38' `' j ��`• 0 N .I / /� o _ _ • --- - - - - -o i L' z TOWN i30AD — TOWN ROAD L �� o o I `n L o 0 88'42'47 "W 336.67' ° to d _ - o �o 270.66' -- _ 66._6 p d ! r- �4 to En vi 0 ©Z " 12' UAUTY EASEMENT, - I 0 ►��./ 14 �' O Z I my TYPICAL i '� � C3 N m m 0 p f�l ....... ....................... »"�D (n W tD — 4 r D m Sr — I � r*1 � _' - � � °": � to � r0 M Z 0 ,� 59 \� N X C' I M ' M / // of \ ..1 D -O I /, v T OD M O A tt� 1► 0 r N `N � an * Z o C rn �O� # in (n t ^t m >m> �O 1 D ,nom M A Xp O� fTl ► / � N 0 �•lT. O p 7 S / 0 co Prepared b DETAIL r' _ _.._.. 1 =150 ss9 13 w o � o � j E n �• I1SiJ TCNIQ, l;C. `! O T �� 350.30 0 ° -' "I SOUTH l /NE OF 7HE GRfE ~'''-- - 1.3 ° R co a -< '. 0 Phone No. (715) 246 -4319 NE 114 OF 7HE SE 114 " 'Cj 0 0 F ! = co o. p 109 East Third Street, P.O. Box 325 ES C N 1 "`-�� 1 4 ! ail -- i� a x Z7 New Richmond, WI 54017 F� EL Y ESTq I o O - a Q TES a M w oN Z- c < LOT 1 LOT 2 LOT 3 LOS` 4 - � � � o m N o 0 CA; TOTAL AREA: TOTAL AREA: TOTAL AREA: TOTAL AREA: Q 3 275,438 SO. FT. 155.198 SO. FT. 159,153 SO. FT. 260,041 SO. FT. SOUTHEAST CORNER i I ° n 6.32 ACRES 3.53 ACRES 3.65 ACRES 5.97 ACRES SECTION 14 - 30 - 20 � � 1 D Sheet 1 of 2 COUNTY MONUMENT) -�►- Vol. 16 Page 4295