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HomeMy WebLinkAbout038-1149-20-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM y' Safety and Buildings Division Count Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) sanitary36394?o.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ❑ City ❑ Village ❑ TrWn of: Statp Plan ID No.: Enright, William Star Prairie Township Tom 3 2fo ` ZZ - = r ID CST BM Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.: loo ( oo' �� �[�c 038 - 1149 -20 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. e ' e loon Benchmark Dosing Alt. BM 3 Aeration Bldg. Sewer Holding St /Ht Inlet C D TANK SETBACK INFORMATION St/ Ht Outlet TANKTO P/L WELL BLDG. Air to i ntake ROAD Dt Inlet Air Septic 3 -! ��, S � i NA Dt Bottom i A Dosing NA Header / Man. /S 6.Z4 Aeration NA Dist. Pipe (��' �/� - Holding Bot. System PUMP / INFORMATION Final Grade Manufacturer ov (�( Demand St cover CA 5- V 4(o Model Numbe cicl•� 8 /o. 0 7 /! 3 TDH Li Friction System TD Et t, 9 mead Forcemain Length j c� Dia. 3'' Dist. To Well /i7a SOIL ABSORPTION SYSTEM (O, $'-�- , `IS = l�;�s �T �•-. RENCH Width , Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth IMEN I N 5 7 S DIMENSION LEACHING Manufacturer: SETBACK SYSTEM TO P/ L �BLDG WELL LAKE /STREAM —�- INFORMATION TypeO CHAMBER Mode Number: System: IMouvy,) - r; 25 1 1 77 (� — OR UNIT DISTRIBUTION SYSTEM Header / Manifold �� Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length I— Dia. Length = Dia. Spacing 1 4 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over i Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center I Bed /Trench Edges Topsoil r -�' E( Yes No Er Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) (�n = cj� S ' Z / S. ��� (r In d s eZ -ion #l: /t t / Inspection #2: Location: 946 Brave Drive, Somers t, WI 54025 (SW 1/4 NE 1/4 17 T31N R18W) - 173118658�ores -Lot 7 1.) Alt BM Description = �•e., l� -1� 3Z 2.) Bldg sewer length= - amount of cover _ - tt fob qy', C �/ 3.) contour = 1 Plan revision required? ❑ Yes No Use other side for additional inforrfiation. '. SBD 6710 (R.3/97) Date Inspect is Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: :IT -Ilk �oor 1 G a 3 �a � � I t I N I C rya_ m - 7 B eAVE V isconsin Safety and Buildings Division W. SANITARY PERMIT APPLICATION 2 1 Box Washington Avenue Department of Commerce In accord with Comm 83.05, Wis. Adm. Code Madison, WI 53707 -7302 1 , `1'``, • Attach complete plans (to the county copy only) for the s t Count than 8 vi x 11 inches in size. l� (No p ,���� • See reverse side for instructions for completing this a ion REC �: State Sanitary Permit Numb Personal information you provide may be used for secondary purposes ,. 5 t1� _ Check if revision to previous application 2000 [Privacy Law s. 15.04 (1) (m)]. j ? t t, J to Plan LD. Number t' I. APPLICATION INFORMATION - PLEASE PRINT INF ON = 3 6 � Prope Own Name Z G P Lo LAJ i Y1 � , S 7 T 31 , N, R l W Propeyty Owner's Mai " Address 5 Oj Block Numb L IV IT City, State Z�; I `hone Number Subdivision Name or CSM Number S 7IS II. WPE OF BUILDING: (check one) ❑ State Owne E] Vilae its /1 Nearest Road (� Public 1 or 2 Famil Dwellin - No. of bedrooms I Town OF SS I �`ct`I�` Ut.'; v2, III BUILDING SE: (If building type is public, check all that apply) Parcel Tax Number(s) ) 1 ❑ Apartment/ Condo ` I ® C_ 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ---- ___ystem ________ -_ System Tank Only__ ____________ Existing System _________ExistingSystem B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ,Mound 0 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 1 42 ❑ Pit Privy 13 [1 Seepage Pit 1 �n 43 ❑ Vault Privy 14E] 03, g� VI: ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade e � Required (s ft.) Pro osed (sq. ft.) (Gals/day /sq. ft.) (Mi /inc Elevation �v 37S 7 5 1 4 ) 5,9 Feet Feet VII. TANK Capacity INFORMATION in gallons Total # of Manufacturer s Name Prefab. Site Fiber- Plastic Exppepr. Concrete Gallons Tanks Con- Steel ass A New Existing strutted Tanks Tanks Septic Tan or n X taro � �ce�- ❑ ❑ ❑ ❑ ❑ Lift m ank I & ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ VffF. STATEMENT 1, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. N l er's Name: (Prin Plumber's Si nat e: (No Stamps) III/MPRSW No.: Business Phone^^Number: N Plumber's Add r6ss (Street, Cit , Stat Zip Code): '`'� N o IX. COA NTY /DEPARTMENT USE ONLY =E[]]O Surcharge Fee) proved Sa tary Permit Fee (Includes Groundwater ate ssue Issuing Agent Signature (No Stamps) Approve Given Initial �— � se Determination (o � 7� X. CON ITIO S OF AP��� Jam` K �VA�R NS FOR I A PRO A as L SBD -6398 (R. 4/99) DISTRIBUTION: Original to County, One copy To: Safety a Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years 2. Your sanitary permit maybe renewe8.b4orea,he.e- xpitition 46kt -, and at a time of renewal any new criteria in the Wisconsin Adm.inisirative Code will applic e. ' 3. Al I revisions to this permit must be app v ytheperMtisscfiag;authority. er 4. Changes in,ownership,or plu r gai.res a S i`yPermit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be p�oper'<rf 'lptainecl Theseptic tank(s) must be pumped by a licensed - pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 - 266 - 3151. - - To be complete and accurate this sanitary permit application must include: L Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to Be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement.. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Pi umber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose v elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------- - - - - -- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. 2. - v SaNty and Buildings 4003 N hINNEY COULEE RC LA CROSSE WI s48o1 -1831 TDD 0: (608) 26"777 www_comrnerce.state.wl.us Visc0ns n Tommy G. Thompson, Governor Department of Commerce Brenda J. Blanchard, $eerstary June 28, 2000 CUST ID No.220537 AM, Rod E,rlinger ZONING OFFICE CALVIN W POWERS JR ST CROIX COUNTY 1969185TH AVE 1101 CARMICHAEL RD NEW RICHMOND W1 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES. 06/2 p '� Transaction ED NO. 326622 Site ID No. 195250 ra Please refer to both identification numbers, SITE: ; SUN ? p� above in all corres ondence�with the enc . Site ID: 195250, William Enright Sr -1-A St St Croix County, Town of Star Pry , ZDti�'k y SW1 /4, NE1 /4, S17, T31N, R18 "yc�vrv,, Lot 7, Block E, Subdivision: Wigwams Shores FOR: Description: New 3BR Mound Object Type: POWT System Regulated Object ID No.: 671088 The submittal described above has been reviewed for conformance with applicable Wisconsin Ad ds defined Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, in 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: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Adm. Code. • 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(d), Wis. Stets. CAUTION: Wis.stats 145.135(2)(b) indicates that the approval of a sanitary permit is based on regulations in force on the date of approval, The effective date of COMM 83 revisions is expected to be July 1, 2000. Thus depending on the type of system and your design, this plan approval may not be eligible for sanitary permit approval if submitted to the issuing agency on or after July 1, 2000. Note: There is a oten ' 1 for a law suit that may delay the effective date of the code so this status may or may not change. 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. CALVIN W POWERS ]R Page 2 6/28/09 Inquiries concerning this correspondence may be made to me at the telephone number listed WOW, or at the address on this letterhead. qcerely. DATE RECEIVED 06/29/1000 FEE REQUIRED S 180.00 orenson FEE RECEIVED S 180.00 lrjml4IS Wastewater Specialist BALANCE DUES 0 .0 0 (608) 785 -9336 dsorenson@c.ommeroe.state.wi_us WiSMART rode-7633 cc; WILLIAM ENRIGHT r Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 *Isconsin www•commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary June 28, 2000 CUST ID No.220537 A77W. Rod Eslinger ZONING OFFICE CALVIN W POWERS JR 1 ST CROIX COUNTY 1969 185TH AVE o 1401 CARMICHAEL RD NEW RICHMOND WI 54017 i HUDSON WI 54016 RECOVE.n RE: CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 06/2 2 tf ! Q 3 2000 Transaction ID No. 326622 ST CW04 Site ID No. 195250 'n" "r V Please refer to both identification numbers, / SITE: ��� 2CN�INGC)K�tCE Site ID: 195250, William Enright above, in all correspondence with the agency. �� ��-. _ � St Croix County, Town of Star Prairie 9 T ; i SWIA, NEIA, S17, T31N, R18W \`� j- A Lot 7, Block E, Subdivision: Wigwam Shores FOR: Description: New 3BR Mound Object Type: POWT System Regulated Object ID No.: 671088 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 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: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Adm. Code. • 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(d), Wis. Stats. CAUTION: Wis.stats 145.135(2)(b) indicates that the approval of a sanitary permit is based on regulations in force on the date of approval. The effective date of COMM 83 revisions is expected to be July 1, 2000. Thus depending on the type of system and your design, this plan approval may not be eligible for sanitary permit approval if submitted to the issuing agency on or after July 1, 2000. Note: There is a potential for a law suit that may delay the effective date of the code so this status may or may not change. 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. CALVIN W POWERS JR Page 2 6/28/00 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. incerely, DATE RECEIVED 06/23/2000 FEE REQUIRED $ 180.00 nn� is o FEE RECEIVED $ 180.00 Wastewater Specialist BALANCE DUE $ 0.00 (608) 785 -9336 dsorenson @commerce.state.wi.us WiSMART code: 7633 cc: WILLIAM ENRIGHT PAGEILOF� MOUND SYSTEM FOR AaBEDROOM RESIDENCE LOCATED ( IN � THFw1 /4017 THE N'�- /40F SECTION /7,T 31N,R��W, TOWN OF ��ar 'rc, �: SC'C�ro`,x COUNTY, WISCONSIN. INDEX PAGE 1A OF 9 TITLE SHEET PAC's- 1 OF 9 WORK SHEET PAG:: 2 OF 9 WORK SHEET PAGE 3 OF 9 WORK SHEET PAGE 4 OF 9 WORK SHEET PAGE 5 OF 9 PLOT PLAN PAGE 6 OF 9 PLANVIEW CROSS SECTION PAGE 7 OF 9 DISTRIBUTION PIPE LAYOUT PAGE 8 OF 9 PUMP CHAMBER PAGE 9 OF 9 PUMP PERFORMANCE CURVE PREPARED FOR M "c."w, �c.v�� Mrt l.P ct 3 -roll "� t� l,>o o d m 0 S's 119 PREPARED BY P RS E CA G INC. �# aaos 1969 185th AVE 9 NEW RICHMOND, WISC. 54017 715 -246 -5 35 � 2 �� ( r ep w WORKSHEET - MOUND SYSTEM DESIGN ! PROBLEM: Design a mound system for a The site characteristics are: Depth to groundwater or bedrock in. Landslope % Percolation rate _,' s min. /in. Distance from dose chamber to distribution system .,.g 0_ ft. Elevation difference between Dump and distribution system 0 ft. Step 1. WASTEWATER LOAD S� gal.' Step 2. SIZE THE ABSORPTION AREA A) Area required X50 % �` 2 3 sq. ft. 7 S' B) Bed or trench length (B) ft. C) Bed or trench width (A) n 5 ,_, 5 ft. ;D) Trench spacing. (C)' Wast :er load .24 gal /fC /day B = ft• K: • t re �i� e�i s �" Step •3. MOUND HEIGHT A) Fill depth (D) R ft. B) Fill depth (E) - D + slope (AJ4); 2. ft. 1 (c6l Y = J, Al C) Bed or trench depth (F) R ' �3 ft. D) Cap and topsoil depth (G)` _ ft. E) Cap and topsoil depth•(H) ft. far Step 4. MOUND LENGTH A) End slope (K) = 0 + E + F + H x 3 ft. B) Total mound length (L) ■ B + 2(K) _9L•?•f 7 sx 9` �- Step 5. MOUND WIDTH Al) Upslope correction factor' A2) Upslope width (J) (D + F + G)(3)(factor) ■ („ ft. C14 931 IP , S 792 B1) Downsl ope correction factor B2) Downslope width (I) ■ (E + F + G)(3)(factor) ft. Cl) A 3A Total mc+und width (W) for bed = J + A + I a ft. �,�.r �, •-� i.t � =ail. � C2) Total mound width (W) for trenches ■ J + + (no. trenches -1)(c) + A + I = ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil �-S g4l. /ft /day B) Basal area required = wastewater flow 9Op sq. ft. natural soil infiltrative- capacity =Vro 9M Cl) Basal area available for bed for sloping sites ■ .� B x (A + I) C2 Bas are •avail le for trench for sloping in sites _ sq ft. s C3) Basal area available for trench or bed for level sites ■ B x W a __.___ sq, ft. J tit; w. _p 3 Step 7. DISTRIBUTION SYSTEM 7A) SIZE DISTRIBUTION SYSTEM A in. 1) Hole size in. 2) Hole spacing = 37 in. 3) Distribution pipe length --" lam in. 4) Distribution pipe diameter 5) Spacing between distribution pipes = -- in. 6) Distance from sidewall to distribution pipe in. ' � 37_ ft. 76) DISTRIBUTION PIPE DISCHARGE RATE 1) Number of holes per pipe 2;2 GPM 2) Flow per pipe = 7C) SIZE MANIFOLD 1) Manifold is �S central / end 2) Manifold length a 3) Number of distribution lines - .3 in. 4) Manifold diameter = 7D) SIZE FORCE MAIN GPM 1) Minimum dosing rate _ A. 2) Force main diameter a, y ,Y3 ft. 3) Friction loss - o X 7E) TOTAL, DYNAMIC HEAD JO ft. 1) Vertical lift - " .43 ft. 2) Friction loss = a ,� ft. 3) System head 2.5 ft. .a P.9 ft. 4) Total dynamic head = .. J ti t 7F) PUMP SELECTION 1) Pump selected will discharge �vb GPM at ft. total dynamic head. 2) Pump model and manufacturer 305 3W )3 - �1,� 7G) DOSE VOLUME 1) 10 times void volume of distribution lines 49,1 gal. /cycle 2) Daily wastewater volume . 4 doses /24 hrs. _ / ,S gal. /cycle 3) Minimum dose volume a to yt_ // -z, s' 117 gal . /cycle 711) DOSE CHAMBER �� Al 7 S 1) Minimum capacity required = goo gal. AV tf I I I I � � �� � I ��I � - ,- _ � � L'�?S: - CSC r7 - -- � C-A-01 . . . . . . . . . . . U lf ot AF A bo� ----- ------- Page Le Of Straw, Marsh Hay, Or ' z Sy Covering 33 _ ..•� Distribution Pipe d j �~ G TopVIL -- ,_... F c • � %Slope ti • ed Of %�- 2 Force Main Plowed • 2 2 Aggregat Layer D J Ft. Cross Section Of A Mound System Usin% E 44 Ft. �A Bed For The Absorption Area F 4 Ft. G �_• Ft. A S Ft. H /S Ft. .gned: B 7S Ft. cense Number: K 166 Ft. te: L 9�-Z- Ft. J ,fl Ft.. Position Ft. of Force Main W Ft. Observation Pipe•• A 1 _1 — ---------- • -� - -- - - -- ,°t Distribution. � e Of 2�- 2 %2 Pipe Aggregate} l 'tjo _ Observation Pipe P - Permanent Markers X1'`b ,510 OE (, Plan View Of Mound Using A Bed For The Absorption Area G o��ESp� i ` � Q • \ r r Portorolod Pips Detoll End V1,w End Cop ) PAttotolid ot PVC Pips Holt Locoed On Datlom. • Aft Equotly Spocld YCL E��c4� Des r7oa•for) . :? - Lail l4li "St+ouY6 Do k + Hitl To End Cop D10ribulio6 Pipe Loyoul P 7 Ft. ! --_ S X Inchnc i Y Inches ilolc Diamcter Inch Lateral " J yz- Inch ) Manifold " - •Inches Force Main " 3 Inci,w S!-DtfAGE SYSTEM l of holes /pi 9 Invert Elevation of Laterals A5,1 Ft. �on ally irvis @Did CIF SAFETY 0 BUILDINGS SEE CORRESPONDENCE �,.� —• _S EPTIC TANK E• ' PUMP CHAMBE CKU66 bt;U'�.'tuN \ HNiJ �rc.�i• AV. .AiV. n ���i /y "rC1 f 4" CI VENT PIPE 12" MIN. ABOVE GRADE E WEATHER PROOF' 25' FROM.DOOR, WINDOW-OR JUNCTION BOX APPROVED FRESH AIR I WITH CONDUIT MANHOLE COVER W/ PADLOCK 6 FINISHED GRADE 4" Cl RISER WARNING LABEL 6 MIN. A BOVE G AD E .�_ ---- 4" MIN 18 IN. 6" MAX. L i, INLET - GAS i� WATER TIGHT SEALS �' TIGHT i 4" BAFFLE A SEAL i APPROVED --�-- , ALM JOINTS 4l/ CI CI PIPE B i PIPE 3' ONTO SOLID __ i ON SOLID SOIL i SOIL C PUMP OFF ELEV . x .5t? FT. -I off RISER EXIT D PERMITTED ONLY IF . TANK . . MANUFACTURER HAS APPROVAL 3 APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: /6&p1 0 C)!t ie s¢1r NUMBER - DOPES PER DAY: 7 TAN SIZES SEPTIC / 00 GAL. DOSE VOLUME INCLUDING DOSE --'�- GAL. FLOWBACK: /J GAL•' ALARM MANUFACTURER: 5 ek4 occ CAPACITIES: A INCHES = 3 a0__GAL. . MODEL NUMBER: SWITCH TYPE: B 2 INCHES = 3 L• GAL. F- = PUMP MANUFACTURER: yu6 C = 31 INCHES = _ 13e GAL 140DEL NUMBER: 8st5 w 3 1)L D 7.7 INCHES = �.�� GAL. SWITCH TYPE: ��I -� REQUIRED DISCHARGE RATE GPM PUMP 6 ALARM WIRING AS PER ILHR16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE / FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . ... . . . . 0 2.5 FEET + 2 FEET FORCEMAIN X y� FT /100 FT. FRICTION FACTOR'. _ FEET PEA, �,�. T.OTAL DYNAMIC HEAD - X23-• FEET INTERNAL DPI y TANK: LENGTH �_; WIDTH ; DIAMETER LIQ UID DEPTH • = �� st p p I, IVISIAN OF S I "F7 4D BUILDINGS SEE CORRESPONDENCE Submersible Effluent Pump en�.nw r."► � 388 5, ., . APPLICATIONS • Overload protection most smooth operation Slllcon y can be operated continuously be rovided in starter unit: bronze impeller available as without damage. Specifically designed for the p following uses: Shaft: threaded, 400 series an option. � r r, , - n Bearings: Upper and • Homes stainless steel. ■ Casing: Cast iron volute lower heavy duty ball bearing Farms • Bearings: ball bearings type for maximum efficiency. construction. • Trailer courts upper and lower.. T NPT•discharge adaptable ■ Power Cable: Severe duty • Motels • Power cord: 20 foot for slide rail systems. rated, oil and water resistant. • Schools standard length (optional N Mechanical Seal: SILICON Epoxy seal on motor end lengths available). • Hospitals CARBIDE VS. SILICON provides secondary moisture Single phase: • Industry CARBIDE sealing faces. barrier in case of outer jacket •' /a and' /: HP -16/3 SJTO • Effluent systems Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three prong plug. BUNA -N elastomers. wicking. SPECIFICATIONS • Y4-1 Y2 HP -14/3 STO with n Shaft: Corrosion - resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling bilities: Three phase: design. Locknut on three and oil leakage. h 3 " maximum. g ca p •% - 1'/2 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 I SP Canadian Standards Association TDH. are standard. high -grade turbine oil for U Underwriters Laboratories • Mechanical seal: silicon lubrication and efficient heat O carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 ■ Designed for Continuous series stainless steel metal •Impeller: Cast iron, semi- Operation: Pump ratings are parts, BUNA -N elastomers. open, non -clog with pump- within the motor manufacturer's • Temperature: out vanes for mechanical seal recommended working limits, 104 °F (40 °C) continuous Protection. Balanced for 140 °F (60 °C) intermittent. METERS FEET' • Fasteners: 300 series 90 stainless steel — _ SERIES: 3885 Capable of running dry. so Et RP SOLI • 25 RPM: VARIOU without damage to ' components. 70 WEt H S � S 57 _ Motor ° a so Single phase: _ ED — - • V3 HP, 115 V, 200 V, 230 V, " so 60 Hz, 1750 RPM ' /'2 HP, 15 115 V, 60 Hz, 3500 RPM; 0 40 ED H '/ HP -1' /z HP, 230 V, a - 60 Hz, 3500 RPM. 10 ao E° • Built -in overload with 20 WE automatic reset. 5 • Class B insulation. ; 1 0 Three phase: - • Yz HP -1' /z HP 200/230/ 0 0 460 V, 60 Hz, 3500 RPM. 0 1 20 30 40 so so 70 e0 90 loo 110 120 130GPM • Class B insulation. 0 1 20 3 0 m m CAPACITY © Effective May. 1995 1995 Goulds Pumps 83885 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of Labovand !Human Relations Divi• on of Safety &Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than.8 1/2 x 11 inches in size. Plan must include but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to ;nearest road.' APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION �l/ REVIEWED BY DIET d 1 ` PROPERTY OWNER: PROPERTY LOCATION ­ GOVT; E (q!1V PROPEr OWNE ':S ING ADDRE LOT # BLOCK # SUBD. N QR CSM # CITY, STATE ZIP CODE P HONE NUMBER ❑CITY VILLAGE OWN NEAREST ROAD New Construction Use Residential / Number of bedrooms (J Addition to existing building j ] Replacement J J Public or commercial describe Code derived daily flow DSO gpd Recommended design loading rate Z bed, gpd /ft Z trench, gpd/ft� Absorption area required 325 bed, ft2 1 .- 77-5�t ench, ft Maximum design loading rate l 2 bed, gpd /ft 5 Z trench, gpd /ft d = =f ace f aCe rev inn s / y ft (as referred to site plan benchmark) LPare mEi�d0uiii�i .rt.��e....ut.....(.., - nal design / site considerations material i / Flood plain elevation, if applicable IV It S = Suitable for system CONVENTI N I MOUND IN -GROUP PRESSURE AT -GRAD SYSTEM IN FILL HOLDING T K U= Unsuitable fors stem ❑ S S❑ U ❑ S )� U ❑ S U ❑ S ❑ S U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Bourlary Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed JTmnch �.�ti:.' «:,tip f D _ 2 _ .. . _._ � • S n Ground j le 5 / Depth to limiting facto ; .... __ _ , _ • 1 � F:Sn"iarkS. � — ---" — - - - - - --- Boring # / C S-Z 0 " ( 1 / 11111 y , tj qy _66-10 64 14 &If/ '•r % Ground Depth to limiting ,pact r , Remarks: CST Name:— Please Print r vrL Phone: 7 l S Address: Signature: Date: CST Number: �PROPERTY OWNER /f ! /ca�Y� tsO1,L,DESCRIPTION REPORT Page PARCELID. # Boring,# Horizon Depth' Dominant Color.: ,r,bu' k; :;Mottles :_i" . s : - •, .: Structure GPD /ft. in. Munsell Qu. Sz; Cont Color ;Texture' Gr. Sz. Sh. Consistence Roots Bed Tmnch 0-14 111L \ n Ground 15 b — ' /f� ���/ k10 Iv ift. ti Depth to f Remarks: r,G . r i� 2l� Boring # s Ground elev. Depth to limiting ` factor , 1 . Remarks: Boring # [nix" ' •.�. J .'ice- , a 1` . Ground elev. ft. Depth to - - - - - -- — limiting _.. factor F Remarks: Boring # Ground elev. ft. Depth to limiting - factor Remarks: \\•� SBD- 8330(8.05/92) Soil Test Plot Plan roject Name William Enright Byron Bird J Address 643 Farrel St. Maplewood Mn 55119 CSTM #3479 7 E Subdivision Wigwam Date 5/ 3/95 Lit _ SW 114 NE 1 /45 17 T 31 N /13 W Township Star Prairie Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume. Elevation '100 ft.Top of Telephone Ped istal System Elevation 1 04.9 * H R p Same as Benchmark M. - Property Line 60' 8% 45' Slope 10' B -3 15' 284' Mound Area 50' CD CD Squaw _ Lake 70' V North Property Line Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page _ of Laker and Human Relations' Dn sion of Safety &Buildings in accord,w itILL HR 83.05, Wis. Adm. Code COUNTY Atta&h complete site plan on paper not less tha 2 an must include, but Grvix not limited to vertical and horizontal reference ), d' ction an C ope, scale or PARCEL I.D. # dimensioned, north arrow, and location and ' t e to �d. .. � S ` R VIEWED BY DATE APPLICANT INFO R MATION TALL' FORIut10 � 0_2wv PROPERTY OWNER: i PERTY LOCATION i � LOT Gtr 1/4��1/4, T N,R E (� PROPERLY OWNE ':S ING ADDRESS t � " ?' } T # BLOCK # SUBD. NAME OR CSM # 'e t t CITY, STATE ZIP CODE R ❑CITY VILLAGE OWN NEAREST ROAD le— r M New Construction Use [x] Residential / Number of bedrooms [ ] Addition to existing building (] Replacement [ ] Public or commercial describe Code derived daily flow 6 !j�_O gpd Recommended design loading rate 2 bed, gpd /ft z trench, gpd/ft Absorption area required 32 5 bed, 11 7 trench, ft Maximum design loading rate l 2 bed, gpd /ft /. 2 - trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design / site considerations Parent material (� jC._.c� 4 77 / _ Flood plain elevation, if applicable Al ft S = Suitable for system CONVENTI N L MOUND IN GROUN PRESSURE AT -GRAD SYSTEM IN FILL HOLDING T NK U= Unsuitable fors stem ❑ S S❑ U 7E S U [I S] U ❑ S ❑ S AU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Bourbary Roots Bed Trench .................. 1 0 - 5 5 1-3 e Ground A , V S 05 C Depth to limiting facto_ r,,,. Remarks: 7 Boring # 0 f yr^ , s Ground Depth to limiting „actor Remarks: CST Name: — Please Print Un Phone: l T A ddress: y ' r , Signature: Date: CST Number: PROPERTY OWNER / /l(C����Ly -OIL DESCRIPTION REPORT Page of y PARCEL I.D. # Depth Dominant Color Mottles Structure GPC /ft Boring # Horizon Texture Consistence Bou Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench All V ............. l e7 Ground I i ft. Depth to limiting ct Remarks: eit 2!� Boring # ................. Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor F Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) f Soil Test Plot Plan Project Name Willia En righ t Byron Bird J Address 643 Farrel St. M aple w oo d Mn 55119 CSTM #3479 Lot 7 E Subdivision Wigwam Date 5/3/95 SW 1/4 NE 1/4S 7 T 3 N /R W Township Star Prairie Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft T o f Telephone Pedistal System Elevation 104.9 * H R p Same as Benchmark .M. 45' Property Line 60' 45' Slope 10' B:2- 15' 284' 50' Mound Area cr Squaw Lake _1 70' North Property Line ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address M N SS l ! Q Property Address (Verification required from Planning Department for new construction) 5'k( O<15 City /State Jo Parcel Identification Number LEGAL DESCRIPTION Property Location Sw '/4, N '/4, Sec. -, T 3 LN -RiKW, Town of 5 r Subdivision [0 lv S c Lot # Certified Survey Map # , Volume — ,Page # Warranty Deed # S 3 '� 77 / , Volume 1 ( 4 0 a , Page # 4 4 3 � _• Spec house ❑ yes no Lot lines identifiable 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 master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, 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 days the three ye x ' ation date. SIGNATURE OF APPLICA 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 tli ro rty describe by virtue of a warranty deed recorded in Register of Deeds Office. � as-i ' 00 SIGNATURE OF APPLICANT DATE '"" Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ;-~elude 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 1 � ' I I DOCUMENT NO STAII- BAR OF VVISCONSiN FORM 2 -1994 i '• "s.c.� E RESE + +.eorcn ++EC;; +o r.0 a 4 WARRANTY DEED 539 ' REGISTER'S OFFICE �I - - -_� — __�_-- -___ -- - - --- SS CROIXCTY.,WI R a 1 F :z S Nuebel _ Recd for Record FEB 21 1996 at � , c� comeysand warrantsto W111 P. . E Enright Register of Deeds RE TURN TO Wm Enright l — 643 Farrell Maplewood, MN, 55119 , II the f0owing described real estate in St . Cr o ix - county. Slate of Wisconsin. — 's Tax Parcel No: Lots 7 and 8, Block 'E', Wigwam Shores in the Town of Star Prairie, Together with easement over Brave Drive as shown on the plat of Wigwam Shores. S T ANSFER .e I 1 1 This not homestead property. (is) (is not) Exception to Warranties: Dated this \ _ of (SEAL) �`� ✓ J _ (SEAL) ` Ral1 h S. Nuebel J(7AAAAAAC4IA ..: z:IAAAAAAAAX (SEAL) (SEAL) xyvarw��rs� ;:st ^rrrr:vys�et.X 1� AUTHENTICATION ACKNOWLEDGMENT Minnesota r � y ° Witness o � m r m ^ ' 163.18 66.00' In presence A ° I / 2 or -° 3 0 H h m m of 163. 26 ^ 0 v 1 e G{� e 1 CD o m Q vi � Ix 9' 183.31 �; Personal g Luger, Mary P. m 5 o I persons who ex 183. 36 m o - �, A N eif ° ° e O N O m rtf 0- O m CERTIFICATE c N m p I N ° < ` STATE OF WIS! ST. CROIX COUr 31 163.46 I, Adolpt town of Star F „ office, there or on an of the o. v o I 42 183.63 m m p 9 ° COUNTY TREAS( I 72 163.6e' i STATE OF WIS( ST. CROIX COUI I� o I, John CD in I St. Croix , Wisco �— 183.63 86 00' sales and no included in tf o co it 9 t ° m 9 N 8 ° 7b'W 0 ? 0 163.68 m 9 v ° 32. 66.00 1 O 12 � e1 . W ° 3 2' � i S 68' �9 °ob 93e ^ m o I Indica nl "• Iq W I �400� I I I 0