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HomeMy WebLinkAbout038-1241-10-000 County: St. (✓rOIX Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT Sanitary Permit No: 592229 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No/~ J Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] Parcel Tax No: City Village Township 038-1241-10-000 Permit Holder's Name: Andrew & Morgan Rochen TOWN OF STAR PRAIRIE CST BM Elev: Insp. BM Elev: i Description: Section/Town/Range/Map No: A t~~ C~ Y-M 17.31.18.1312 TANK INFORMATION ELEVA ON DATA •S M!ELE' NUFACTURER CAPACITY STATIOBS HI . MA TYPE Septic' 7 Benchmark , h 00• q~ n 3 • g Dosing ~a,r„ 35 Alt. BM ~n M co( Bldg. Sewer Aeration - ~~t Ht Inlet Hol ng SUHt Outle ~ ~ TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Ven o Air Intake ROAD D nlet F_ Septic 1J_~J1 ( t Bottom Eli& j 7..3 7'• c'"" Dosing 4 l i ~t r Heade [ 5.7 U c~ Dist. Pipe / Aeration . • Holdin Bot. System / Final Grade PUMP/SIPHON INFORMATION Q~.. Demand St Cover Manufacturer *Well .,;J GPM Model Number 5) TDH Lift Friction Loss System T,)4 Ft y ,Lf3 Forcemain Len h~ Dia. DiSOIL ABSORPTION SYSTEM PIT DIMENSIONS No. Of Pjts Inside Di~ Liquid Depth Len No. Trenches BEDITRENCH Widt 11 DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. CHAMBER OR INFORMATION T e st t !r UNIT Model Numbe, 1f\ I~r0 lqh, DISTRIBUTION SYSTEM Hole S n ve to Air Intake x Hole Sizq • • p tt nA H r/Manifold r+ Distribution x J Pipe(s1) Length Dia 1 Length Dia Spacing SOIL C VIER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over I r xx Depth o xx Seeded/Sodded Depth Over Bed/Trenc Cen Bed/Trench Edges Topsoil s No Yes No Inspection #2: $ A3 COMME ( de code discrepencies, persons present, etc.) Inspection #1: PLOW o *Y_ r0, no~e W ~ Location: 925 216TH AVE •v,,, ►Ar~u~"tMVO M~ .n NtA.iJ- PPu I t via { 1 t 1.) Alt BM Description = ~j^NQ~„~.~ / G ~~~Z++IIJJ~t 2.) Bldg sewer length = - amount of cover u rX•JI/~ Plan revision Required? ❑ Yes ❑ No `~1 C~ Use other side for additional information. t LA Insepctor's ~g Cert. No. f~7 Date SBD-6710 (R.3/97) Couu« to be filled in by Lo. it Nun'ber ~ s Division 7162 Sanltan, Perm n Safety and Buildin Ave g P O B 46 G W ~ashin9tWl 5370 _71 # rrr►c& . 2~1 Madison, .faction Number " r o - ess) FS o wa i~ S 3 m ° addr g s"~, aitmn un ejent~ Wilt Z~ddress (tf di`t GWAV Hate ~ove"me"t., ed to roject A 4 5T ~~oix 1~ Apl late aPPiop are subm ed POV Ted for second`` o ti emission of this form t°te-oval p~ opFSStoN" 'anwt Aam it. CNotes Pplrcatio form, novou Pr°vide ma}` be am dance ~t # with SPS 39, . onal inform J itary' Perm to obin° a san envies. Scots. al S m ~ ~ ' ~ ~ , ~ ~ y • accor d Profession s. 1504(1)( a60II acy I a proper"' l °cation I f is reQuued Prior Safety V Priv nforfi the DepartmeIIt of with the please rint All l p / u uses m accor inform ti° r Govt. Lot Scion ~ A lication e circle oue E o G n proper"' O`dner s Nau' h> o Address , phone Number T - , S Malting f - Zip code e propem' Owner Subdivision~an' =l~-Lot ~ - City, , State 1" all that apply) Block Q City of - gnilding cbeek edroOms Of A f1• T9Pe of Umber of B Q village nil}, Dweltin~'N 14j Town of lOr2 - CSMNumber - - Describe Dse J~i lain) ercial - ~ Xisting System (eXP - _ Q public(C°mrn / Other Modification to E if applicable) sued Describe Lse ` J L ~ fete line $ Only Q - - Q State Owned *7 ' CotnP lacement umber and D Cl;. eonly one boa on line °`Q Treatmentroldina Tart Rep list Previous Permit N - Y11. Type of permit: (Ch to New Q Replacement System QpeRriitTiansfer - - A. ( Nev System °e of Plumber Owner le soil Q Chan ound < 24 in. of s . peiruitRevision 1 oil Q M - t\ Q Permit Renewal ~Cbecl; all that a lvtd > ~4 in. of swtable stDev,ice (explain) VVV B iration stemrCo tlpeviee. Q M ade oun Q pretreaunen non BeforeY~~'TS one dtoGround ed i), System Elevat Sy un AreaproP f Q press lain) Dispersal A TV. TV e o d ersal Component (exp (S Q Non pressur'ze Q Outer Ground DisP cvrea ReOu o o - mat. Dispersal Manufacturer i - Tank for cn ploldin° ~ ent Area In licationRate(~P t of u v \ i. ersa►rjrea esi~ Soil APP Total S F - Dints 7 c/ Des, Flow (gpd) D / D Capacity' in G'altons ~uI Gallo E I ' Tank z,snr € Tan1s d _ _ . lnfo r t3. pfans pew Tarim own on the attached Business Phone - - _ O'R'TS sh T]umber ~ of the installation MP~P ° ibil ' for or HotdingTant sume resP - ~n Sepao as ter t' Dosing teme Rf th plu e uuderst-PlOmber Sign e V Sta _ - ibi►ity V1I. ReSp°arne _ plumbe de c rent Si~~re $ta zip Co City. I ! lssum° - - - Address (Sneer / lj _ Da tsS d J plumber S itFge 1 JLV 'f / entU$e 0n1V Perm , Ib 1 , ~ r f P e artm S COnnt~ylD _ ` ro eni 3 al / for D' proved ~ wneT iv ell easoas for Disapproval _ F1M1 :C r Y~~ ;n size A• Condt' y .k. !'t U e , n g t~ z 11 inch er not less c 41tip~"su. CA C'11 Q and i t ma, nt` lt;E /1e Co t} on►S on aP i/ jtipt( ( t+lr-pf enti iMJgi, and Su it to - C' 11 cult the yysteto w . fete 2. plans for 1f Attach to comp ~QA~S/ ~,t.,-• /ten - e v'IS~ CJ ► / I~ z 0 LEGEND g= ® FOUND 1" OUTSIDE N ° DIAMETER IRON PIPE 3 ® SOIL BORING - - - - - BUILDING SETBACK LINE UTILITY EASEMENT r - - DRAINAGE EASEMENT 15T38' --216TH AVENUE _ z sas n'2, t ° o , 4,89 T7- Elm tai J L„ T 10 / t / o I J ID 1 / Z p ~ 1 Hous / Z / Q SCALE IN FEET V= 80' z LB.G.. - 967.~~ / V i 1 980 J 1 80 0 80 to Z 3 C% ® A J / w~~ cn a BU)LDING SETBACKS: J Z in l 990 , 9) ROAD SETBACK = 100' FROM R/W m p V SIDEYARD SETBACK = 10' w REARYARD SETBACK = 25' O Z CL BEET N& 1 { 1 f l r ~iC% ar✓Hcf , . ~ {Aihm l fv.~ i _ ~ ~Xofnu^e>F,_~ fsu>t ~l ~ _ ~)rti ~R7 T DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD / r HAYWARD WI 54843-6462 Contact Through Relay t , P j1 http://dsps.wi.gov/programs/industry-services v www.wisconsin.gov ~n 0 'S \~L•ssioN/ Scott Walker, Governor Eric Esser, Acting Secretary February 01, 2017 CUST ID No. 224263 ATTN.° POWTS Inspector KIM A OCONNELL ZONING OFFICE KO CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE E 1101 CARMICHAEL RD OSCEOLA WI 54020-8173 HUDSON WI 54016-7708 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 02/01/2019 Transaction ID No. 2899135 SITE: Site ID No. 835136 AJ and Morgan Rochen Please refer to both identification numbers, 925 216TH Ave above, in all correspondence with the agency. Town of Somerset St Croix County SWl/4, NW1/4, S17, T31N, R18W FOR: Description: Mound, 4 bedroom residence C st _t `I"IC)~JA1,L Object Type: POWTS Component Manual Regulated Object ID No.: 1689965" I Maintenance required; 600 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; sp&FaWVED Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution CoMP f3 Pia 1 T t~ Ver. 2.0 SBD-10706-P (N.01/01 R. 10/12) SSWMP Pub. 9.6; Effluent Filter- r~ ~ a~ r a .~T FIN The submittal described above has been reviewed for conformance with applicable Wisconsin Admi~i j' and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be c cted / and located in accordance with the enclosed approved plans and with any component manual(s) referen d ab The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with a code requirements. SEE CORPESPOND 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: Key Item(s) • 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. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(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. • Materials shall conform to the requirements of SPS 384. KIM A OCONNELL Page 2 2/1/2017 r • Maintain well and waterline set backs per SPS 383.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 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, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm KIM A OCONNELL Pace 2 2/1/2017 • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 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, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150 , M - F 8:00 a.m. - 4:45 p.m. p at. shandorf@wisconsin. gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: AJ & Morgan Rochen Owner's Name: AJ & Morgan Rochen Owner's Address: 1404 146th AVE New Richmond WI 54017 Legal Description: SW--NW--sec17--T31 N--R18W Township: Somerset County: ST Croix Subdivision Name: Hidden Ponds Lot Number: 10 Block Number: Parcel I.D. Number: 038-1241-10-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings SE Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications E Page 8 Plot Plan Page 10 Soil Evaluation 7- Designer: Kim A Oconnell License Number: 224263 Date: 01/24/17 / Phone Number: 715-381-7917 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information ~ R or C R Residential or Commercial Design Note: Sand fill (D) calculations assume a 1-400.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for r 1.50, Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches. 600.00 Design Flow (gpd) 8.00 Site Slope 93.20 Contour Line Elevation (ft) 27.00 Depth to Limiting Factor (in) 0.60, In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00' Dispersal Cell Design Loading Rate (gpd/ft2) i 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution F_ Y Pressure Disribution Information network? Enter Y or (C or E) 1 E~ Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2~ Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 10.00 ft2/orifice 2.00 Forcemain Diameter (in) 35.00 Forcemain Length (ft) Does the forcemain drain back? Y_ 86.001 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 5.71 Forcemain Drainback (gal) 7.78 Vertical Lift (ft) 67.32 5x Void Volume (gal) 0.47 Friction Loss (ft) 73.03 Minimum Dose Volume (gal) 3a 0.00 In-line Filter Loss (ft) 24.72 System Demand (gpm) 14.76 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information 1250.00, Total Tank Capacity (gal) 1250.00 Septic Tank Capacity (gal) ! 48.001 Total Working Liquid Depth (in) Wieser Manufacturer 26.04 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 750.00, Dose Tank Capacity (gal) PloylockFilter Manufacturer 16.12E Dose Tank Volume (gal/in) PL 525 Filter Model Number Weiser i Manufacturer Project: AJ & Morgan Rochen Page 2 of 9 Mound Plan and Cross Section Views t B 1/10 J Observation Pipe ........................O A FKK ~ . . W F B I L Mound Component Dimensions ft A 8.00 ft E 16.68 in H [Aft ft K Aft B 75.00 ft F 9.50 in z ft L ft D 9.00 in G 0.50 ft J W 600.00 (ftz) Dispersal Cell Area 1393.91 (ft2) Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 95.74 (ft) -0 ."Z,/ M j . F 94.45 Lateral 93.95 (ft) Dispersal Cell (ft) Invert Dispersal Cell Elevation E : D . ` . ' 4 F41 93.20 (ft) Contour Elevation 8.0 % Site Slope Geotextile Fabric Cover Shading Key m a- Dispersal Cell See lateral details on Q 0 Topsoil Cap c c 1.5 ft Page 4 for number, size, Q Subsoil Cap 0 1 ® and spacing of laterals. 0 / T T F Laterals are equally ©0 ASTM C33 Sand ~a it Tilled Layer N 0.5 ft Typical lateral spaced from the a distribution cell's ©0 Aggregate o centerline in the A distribution cell (AxB). Project: AJ & Morgan Rochen Page 3 of 9 End Connection Lateral Layout Diagram =:enr:.r the lareral_ c:er the A e; •Lm?nsn ~n Turn-up •m'ball ..a h.a or cl?anoutplug I All later al_ are id.ntic al 1- x-I H. •le dolled c.r• the b~ •trr•m .,r the lareral _ -1-11 r >p a• ed c Lateral:--:. 8]r:_ernain 'ScP, 40 P'•r.=: per SP`. Table 384 : 0-6 F: err-a main r, r•r,ne%. U..n via r-- - cro_ s r. • manifold ar any print Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 4.00 ft Orifice Density 10.00 ftz/orifice Lateral Flow Rate 12.36 gpm Manifold Length 4.00 ft System Flow Rate 24.72 gpm Manifold Diameter 1.50 in Total Dynamic Head 14.76 ft Forcemain Velocity 2.52 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented MForcemain Alternate outlet location diameter Weiser Manufacturer -r 2 in. Capacityl 750.00 Gallons Volume 16.12 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 32.00 515.77 B 2.00 32.24 C Pumpoff elevation (ft) C 4.53 73.03 86.67 D 8.00 128.96 D Total 46.53 750.00 Dome tank elevation (ft) 3" Bedding un er tank. 86.00 Alarm Manuafacturer [RJS Rhombus Note: Switches Alarm Model Number Ftank alert containing mercLlry may not be Used m Pump Manufacturer Goulds this system. Pump Model Number PE 51 Pump Must Deliver 24.72 gpm at 14.76 ftTDH Project: AJ & Morgan Rochen Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Kim Ocon_nell Phone ~715 381-7917 POWTS Regulator's Name I ST Croix CTY Zoning Phonei 715 386-4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 f:2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 ears Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: AJ & Morgan Rochen Page 5 of 9 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01101, R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet 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 sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 Cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. l NGOULDS PUMPS Submersible Effluent Pump PE R 4FKUENT PUMP t ter'. SPECIFICATIONS MOTOR FEATURES General: ■ Corrosion resistant Pump - General: • Discharge: 1'/z" NPT • Single phase construction. • Temperature: 1040F (400C) • 60 Hertz ■ Cast iron body. maximum, continuous when • 115 volts ■ Thermoplastic impeller and • Built-in thermal overload ro cover. pro- fully submerged. • Solids handling: 1/2" tection with automatic reset ■ Upper sleeve and lower maximum sphere. • Class B insulation. heavy duty ball bearing • Automatic models include a • Oil-filled design. construction. APPLICATIONS float switch. • High strength carbon steel ■ Motor is permanently Specially designed for the • Manual models available. shaft. lubricated for extended following uses: • Pumping range: see PE31 Motor: service life. • Mound Systems performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous • Effluent/Dosing Systems PE31 Pump: • 12.0 Maximum amps operation. • Low Pressure Pipe Systems • Maximum capacity: 50 GPM • Shaded pole design ■ All ratings are within the working limits of the motor. • Basement Draining • Maximum head: 25' TDH PE41 Motor: ■ Quick disconnect power • Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM Dewatering • Maximum capacity: 60 GPM • 7.5 Maximum amps cord, heavy 20' duty 16/3 standard d length, SJTW with • Maximum head: 29' TDH •PSC design NEMA 5-15P, three prong, PE51 Pump: PE51 Motor: 115 volt grounding plug. • Maximum capacity: 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty, • Maximum head: 37' TDH • 9.5 Maximum amps portable and compact. • PSC design ■ Mechanical seal is carbon, METERS FEET ceramic, BUNA and stainless 40 PE51 MODELS: PE31, PE41, PE51 steel. W.33-40-50 ■ Stainless steel fasteners. 35 10 2 GPM AGENCY LISTINGS 30 PE41 H.. 1 FT ,a 25 PE31.. i , ® US C~p t ._i_.:_~ Tested to UL 778 and a } 20 ' CSA 22.2108 Standards o _ Q By Canadian Standards Association 15 file #LR38549 o Goulds Pumps is ISO 9001 Registered. 10 5 0 0 0 10 20 30 40 50 60 70 GPM 80 0 5 1~0 15 m3/h Goulds Pumps CAPACITY 1 7 ~l J / 0 .3s. 1`57 3~ y 98 5 ; 104. X 9 ~0 979.5 . .l ~ t t ~ ~ i '`.,,f 1, _ /'~•Nf J~,,r 967 ! N 967. ~'w~.'.;.y ~f D ~ 963.2 !r, ~ ~ . , ! J~f p 969 5 X 1% 'er 72. 963;3, . P39 965.5 ss ,s 5.76 964L.4 .q Jrf X , }~~N 963 X L: X ACE • 1.4;5 E! rs~ r /rte ' = 9W,7 64 9 j p„ 4 lam, ...,r, if - ` 121 t ; •ah Q~h 5 5.959 I ! ry " 3• 969. OT 9 i s R _ ~ 7i~ ORES ' X 96 75 `N N 9 3 I ` ° f 75.2 X92. COUNTY PLAT OF: E m o ~ mm-~• S&N LANU -N-1- LOCATED IN PART OF THE SW1 /4 OF THE NW1 /4 AND IN PART OF THE SE1 /4 OF THE FOUND I' Ol1T9C 2920 ENL STREET • VIAMETEP I' IRDN PIPE HUDSON, N M 54016 NW1/4 OF SECTION 17, T31N, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. SET2-3/8-%MOEDIAHETER O BY 18' LONG IRON PIPE NEIGHING 3.65 IBS. PER UNEAR FOOT PREPARED FOR: NO -EN M RESOENT SHALL DC ANYTHING WICH NWUI INTERFERE KITH OR 01ANCE -TONS CEIFRMINm BY TTR DEVELOPMENT, LLC ] THE CFMATON OF THE APPROVED COMPREHENSIVE WATER WAINACE AND SOIL EROSION G.- OBSERVATION AS ALL OTHER LOT CORNERS 775 PRAIRIE CENTER DRIVE PLAN FOR THIS LAT. THIS INCLUDES BUT IS NOT UMM TO BUILDING UPON, OBSTRUCTING, REFERENCED TO N.AV.D (88) ""'E"' W1H i' W1ON PIPE 160 FLAGSHIP CORPORATE CENTS ALTERING, DWNPG ON EXCAVATING. M PLANTING IN ANY POND EASEMENTS, WATER DIAMETER BY IB' LONG IRON EDEN PRAIRIE, AN 55344 DRAINAGE BITCHES, WATER RUNWAYS, WAIFR CULVERTS, BERMS OR GiASS SEEDINGS. NETANDS DEINEATED BY GRAHAM MOONING 1.13 IBS PER UNEM FOOT ENNRONMENTAL SERNCES MO DRANAGE EASEMENT E Cfl PARCEL ON THIS MAP IS SUBJECT m STATE, CWNTY AND TOWNSHIP LAWS, RULES ,EP- BY N1 ONR (AS SIOWN) AND REMl TONS (I.E. WETLANDS, MINIMUM LOT SIZE. ACCESS TO PAR01_ ETC.) BEFORE . , , . . ROADWAY SETBACK UNE OF Wg PURCHASING W QE MNG MY PMCEL CONTACT THE ST. CROIX COUNTY ZONING BFECE AND THE TOWN OF STM PRARE FM ADMIS. TABLE-DRAINAGE PROPOSED OMY AY NP/~ Zs DOUG`aF,N\ H.- - 964.9 NIGH WATER EU-TION ` S'zl LOTS CONTAIN SLOPES THAT MAY BE SLBJECT ZONING TH A I-AND USE EASEMENT"F, LOWEST BUILDING OPENING - TINE PERMIT MAY BE REWIRED TO DISTURB THESE SLOPES CONTACT TACT THE ST St. CROIX 0% CWNTY OIRECnOn 0/SE J 0/REC nOV DIST LBO. - 968.9 LOWST WINDOW OR DOOR ELEVATION. UCs ZONING OFTTGE FOR IHFOIRMATON. fl 519'1115-{5' Efl SJ' F10 566D0'1 i-E 104.86' STRUCTURES MAY BE AFFECTED BY MULTIPLE LB.O. (LONEST BUIL)ING OPENING) F2 NJJ21141-W 211' 11 N64 JI'OB E 14.99' - - - - 12' UTUTY EASEMENT a /.v RESRTICTONS DEPENDING UPON THE FUWIENT OF THE STRUCTURE ON EACH LOT. FJ NJlYJ020 E 2194" £12 -595t'E 5894' 6 RUINER SHAH BE RESPONSIBLE FON DETERMINING PROPER STRUCTURE ELEVATION AND F4 N07OS 02 E 4893 FIJ N6216'12 E 9081' - K-D BW MPROPRATE SITE GRADING. IS -70'25'W 4750 r14 SM7147E J94J' F6 N6>25'52-W 45]5' FI5 NJ9 JJ JSE 1092 T/P TOP OF IRON PIPE ELEVATION N6677'2' W 21J9' F16 NJ9J1trsE Io .s- F 6 SJ270"01-W 946] 11 NE6712]W 29106 - - F9 526YJY9E 10568' 1 N88°17'27"W 22 4.92'- \ 51 94 - -F>- ~ _ i FI] ~ 157.18' TABLE GI -DRAINAGE A0j/ ^ / / 019 \ \ EASEMENT r "E" - - - \ 6 DRECnav crsz ~ / v \ ~ \ 1 ~ ~ \ A \ \ £1 5667 '2]E 2016' ny HWE- 959.0 \ 1 / / 566'JYR]'6 /67.38' \ E2 52014/2 E 34.90" GE 1 / 3239' T/P 104.99' EJ 56] JO 41 E 64\1' RAINAGE HA-957.0 DRAINA EASEMENT C6 , - - - 975.1- E4 5197474[ '0 8669' EASEMENT 'E' ° £5 511 JJ I0-W 1146' Rj LOT 2 E6 N-w d6. n' \ ( - p E G 46 'lo '4'W 1426]' N~ 3.224 ACRES / / : ]5P4 \ El Ni]2J5 E6 h/ 140.423 S0. FF. y - _ LB.O. - 981.0 _ f t J~~ - 9 4 S p \ V / 93b y'4 . pg 1 \ T? v?, \ `..1 it -_C7 N88°17'27°W g>P 110.41 > N88'IYY>'►PIB.HB' / \ 4I ' I0 4 Tw\ 9 N88•ITXiw 8E8" f / / 39 T '~~it ary/ ~WE- 965.15 \I , ` l - 216TH AVENUE- - - " P6 S88'l]'8T63Y8. JO' / \ 83.]1'_ T/P _ _ - 231.39 910.1 ANNALS / / -989.5 ORA/NAGE Tll h5O £ASEMFNrNNE-98].5 5 .`f p 543 569 ~'M1//2 / , ~ 4{/ 545 _ 54]_°1, T10 !(I 1 ~ yMi/ . . . . . . . . . . . I511 \`z\ - ~-11 \ 1 ! 516.5 \N / w / / I h / / LLOO. T 969.5 4 / IA NWE-989.0 .................yr........ S ! 1199W350.~. LB.0.~93 1 / \m DRAINAGE q11 6 1 n EASEMENT -Y l ~S~o ORA/NAGE I Sly` , /I V \ EASEMENT'S O ~d h N RS - ] LOT 12 Z~ 2610 ACPRZ ES ryhr / 1 \ n~ 113,689 5G. h/ - 912O 0 ` N p / DRAINAGE \Am NW-970.0 \ EASEMENT F- r' C I T ~O \ \P \ HWE-9TT.0 I q \ Ing C- 5 -~/3E I \ \N \ K\QO ~i~k' h T/P T/P a & 530 N 519 97].3 911.8 R13 3g BLOO( Dlsi.- 2568.D2 T-NEST 1/4 UNE SSB°76'22'E 2581.15' i nZ I r8~ r ' - - Tex TABLE-DRAINAGE gga TABLE-DRAINAGE EASEMENT°5" TABLE-DRAINAGE €H EASEMENT "r DrRECneN DrsT J DrRECnav DrsT f Dw£cnDN DIST / D/R£cnDN Dlsr EASEMENT'R' TABLE-DRAINAGE p 1., s1 sx571"49w 1D.42' s14 N>9Ja56'w Ja Is' -1 ss6J>szE Je.Jr 51e -11"W 2515' 7 D/5. i DrRf - Dlsr EASEMENT °D" T7 51920'll'W 5112' I 52 57/25'56 E 34.18" 55 -'50'W 4D29' 528 S1JJ2'44-W 1565' 541 -4'12'E 4147' RI 5TJ0'I- 1169 R9 SODIJD"DD-lY' I-. J1 54]73'11-W 3165 SJ -104'OJ'E 4908 sib 5687272-W J720' 529 N667672-W 15)89' 542N V5'J]E J191" R2 N527BJ4-W 88.15' R10556'45'2ST 111 ' { DIR1- 0151: / OI 11- DIST TJ 505 J]4JE 56.10' I S4 5287J721E 11.18' S1] 528'40"1/"W 606'' SJO N8976'T2W 221]9" S4J N]I DS"MBE 205]' RJ N2-'15"b 4421" RII I"""21 -1 992' 01 SJ9 JJ'JS'W 983' G'6 -15659W 4866' 52.16' R4 N>471'04'£ 4J IJ' RI2 5277671E 16]9' 02 N]9 DD'!6E 2411' 09 N4176'41"W 2900' II Aso? - 6.525 1118111'06'.556]' ST. CROIX COZ Y 1 T C TAN, I~!L.A'30-ANCE A GP.EDvM\f 4' AND O1~N~"ERSHIP CERTIFICATION FORM O Ame_r./Buyer G Address ~Ilenfieazion required from Planting & Zoning lfj~ for new construction.) City"S#ale lL1 ParcelIdentificati.onNumber -fj k~/.off Z, UE'G_ L DESCRIPTION , L_ ?,acaa©~z 51~ r/s ; 1 V". Sec. T _ RJLW, 'own of _~o SabcbvzSion Plat: y'r^r ~L~tJi 3411X , Lot# /C✓ Certified Survey -Map,?"r , Volume Page 4 'Warranty Deed n (before 2007)Volame , Papae t Spec km e yes Xt4 tot hues identif !able dyes 0 no s, .f nALNrMNANCE Al TD OWNER CERTIEIICATION improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumpim-a out -the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect -die fzme n of the septic tank as a treatment stage is the waste disposal system. der rnaimtenance respon-,bilides m specified in §SPS. 383-52(l) and in Chaps 12 - St Croix Count = Sanitary Ordinance. 'ibe properry ewmr agrees to submit to St. Croix. County Planttirtg & Zoning Department a certification form signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper vaiifying that (I) the on-site wastewater disposal system is in proper opcratiag condition and/or (2) after inspection and pumping (if necessary), the septic tank is teas than I13 fitl.l of sludge. Uwe, the undersigned have react the above requirements and agree to maintain the private sewage disposal system with :ue standards set fork herein, as set by tl2e Department of Safes And Professional See i= and the Department of Nataral Resourc.,,s, State of WIsco . Ceraficmon stating that your septic system has been mammmed xw= be completed and returned to the St Croix Caunrv Planning & Zoning Departmenr wthm 30 days oftbe three year we-pu Lion daze. Iiwe cerzily tita*_ all statements on 4=7 ray are true to the best of mylour knowledge. Uwe am/are the owner(s) of the property described above, by virtue, of a u deed recorded in Remster of Deeds Office. Number of b oms SI , 'I't, OF APPL C_ANT(S) DATE * Any information that is misrepresented may resin in the sanitary permit beingr revoked by the Planning & Zoning Department include witti this application a recorded warranty been from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. ARE . E►4/I')