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HomeMy WebLinkAbout026-1142-48-000 fo,vY �'Visconsin Department of Commerce PRIVATE SEWAGE SYSTEM -7 ° County: � St. Croix 0 S3fety And Building Division INSPECTION REPORT Sanitary Permit No: 430214 0 GENERAL INFORMATION (ATTACH TO PERMIT) sipte 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: Miller, Sam I Richmond Township 026- 1142 -48 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: t 6 (J ( 0 v ( /t,14 s fe, �- a �j (G "Ili x t&l 25.30.18.1032 TANK INFORMATION ON ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. eptic Benchmark (� I �e� -ems f �o r l¢3.3 boa Dosing Alt. BM Wt T5Z> Aeration Bldg. Sewer Holding St/Ht Inlet l7.{ 1 TANK SETBACK INFORMATION St/Ht Outlet (a•4ef <oo 3 b TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 3 It Septic t ( Dt Bottom Dosing I). t N 40 t u} 1 Header/Man. If Al � f,2o 1 ID 2. 1 w T Aeration Dist. Pipe 10Z• 3 S" Holding Bot. System (4 1 OO S I�1•So Final Grade tt PUMP /SIPHON INFORMATION Vp 12.♦ -- Manufacturer �J Demand t Cover 2 GPM �13• B `f� (0 4f� Model Number 117. 1C TDH U p �+ Friction Loss System Head t TDH Ft 5 1 " I . Zo Forcemain Length Dia. 2 Dist. to Well 1 SOIL ABSORPTION SYSTEM BEDITRENCH Width 1 Length 1 No. Of Tfertehee• PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS S O SETBACK SYSTEM TO P/L JBLDG IWE LL LAKE /STREAM tUNIT G Manufacturer: INFORMATION C OR Type Of System YY r tn( L ~ t o � yl er. DISTRIBUTION SYSTEM Header /Manifold Distribution 1 h x Hole Size x Hole Spacing Vent to Air Intake �f Pipe(s) J�JQQ' �� I 1 z (I :••Z S3 I Length Z. Dia Z Length % Z % ( Dia / Spacing . � ' 4 • �—" SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil L Yes Ig] No L_ J Yes ;fig o COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / Inspection #2: O O Location: 1361 141st Street Hudson, WI 54016 (SE 1/4 NW 1/4 25 T30N R18W) Red Pine Corner Lot 48 Pa cr ew. 0. 499 P4 �1.) Alt BM Description = (�D h ,w�wM� Ldw (2.) Bldg sewer length = .Z `j �R 5 - - t _ tin : •-_.} p 1 ` T-, - - amount of cover = •I. 4 o'1 ) �— ( ��'` "`J�t��M��•••C.�u4f 0:� ^�pv` C3) K4k •1S'_ - -- Plan revision Required? Yes X No r - -- o -- -- - — - -- — - - --- Use other side for additional information. SBD -6710 (R.3/97) Date Inse ctor' ignature Cert. No. N VIrs consin 201 W. WasSafety and Buildings Division County hington Ave., P.O. Box 7082 Gj (. CAM x � Madison, WI 53707 — 7082 Sanitary Permit Num (to be filled in by Co.) Dep artment of Commerce (608) 261 -6546 _5o 2- ( `i Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.2 1, Wis. Adm. Code, personal information you provide b i � 1 may be used for secondary purposes Privacy Law, s 15.1)4(1 xm) Project Address (if different than mailing address) I. Application Information - Please Print All Information �-t— Property Owner's Name Parcel # Lot # Biedr#•� S,�'/yJ ra- g Property Owner's M 'ling Address Property Location ( 0 I 1 � ' /., "" Y., Section City, Statt Zip Code - 1 — Phone Number Sc �rc o �� Fa Z7 T J N• R $ Fy e t IL Type of Building (check all that apply) 1 o Subdivision Name CSM Number r 2 Family Dwelling - Number of Bedrooms ,p blic/Commercial - Describe Use P ! -C � A/ ❑ State Owned - Describe Use O - / e c City ❑vi ❑Township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) 0?-G " ( ( `(Z - L( e - - O 3'Z A. New System yst ❑Replacement System ❑ TreatmendHolding Tank Replacement Only ❑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 appl ❑ Non - Pressurized In -Ground XMound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber - r -8 is ersalfrM ormation: - 10 +T ULAN Design ow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic New Existing Tanks Tanks yy�� . A' Septic or Holding Tank 'VV I 0 tJ G ( L_J Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's S' Lure MP/MPRS Number Business Phone Number �+ Plumber's Address Street, City, State, Zip e) 0 /�. -. l P_ VIII. Court /De artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issui dent Signatu:�M Surcharge Fee) t -� ❑ Owner Given Reason for Denial (Z 'U0 ,, n f _ IX. Conditions of Approval/Reasons royal — �' A.v�( a� A � 00 ff"', AA&!A a �� lie-,r Attach complete plans (to the County only) for the system an paper mot less than S V2 :11 Inches In size SBD -6398 (R. 08/02) ■ So,% Q ✓a /ua6'or) • Prop. S &e Sca le: / s fe Lod / 9 Pla e 01 p�opased Ir(ound ctf 17 30',r 1Oy3S' c��bibcc6o, Aa,Ee/aJS4 w/ %8 "Oric;•ees 5Pa A " ,o O-r Aro postd Fpt . E/e 3b y "sv,.i4oP. ✓.c, 8 a Pi osed �cSide,,zcx, bu:rd:� 5c�er; a z P S eer ■ I a � P ro pos" I,= 7 �v/ tube l drab uJic3Cr CAne!'t� C s 8rc 1Kti,t P;Lcl -e m- ntQ I ct�out /a.�. pc�,•,�O c.J�,,., � � ,� �. sc� 5io p✓ C � � I Force Ma��. i � o 3oit, ss� ■ I i Q I ench W(cer�: To of /ot 5 dtStcmi.Ja lei _ /00.00. _ ro &A14 4a 7 XS S7`,eEE7 ■ So,'l e % (ua6b , � jo 1.6 prop. S {n,t'e -sca : / s s!o' Lot yB P/a t oP Real 4 n e ( -erncr A -W ' Pro po5ecd rg oc,, c f c a - e /7.30',r /Oj S` ' w/ S X 90`disPersca /cm; /. F D,r -('jf d,`st�/'i /)L71AX �( %8 "Or; ,:•tu 5r00. ct da.t .2.53; Ali-. 6. M.: T o o . ✓.e. propestd 1 E/e 99.3s' 3 b edro y ^ Scl,. vo P. /.c. c 8 Pro � 6u:rd; Scwer: n 5 o s �� � o p ed P wn n I3z o 303y �° ✓.e. � � eA0 e4 E Pro PO 1, too X69 4PIC 0; L - ttle LoL P75Z- Q. &clalbi . -e. pL.,, Z. ,. 5cA. drop ✓. C. f ° I farce Ma's. ii a �gi. s5 .., ■ i i Q I enc.h mdrl�: T of /at sta }I ssk�ncd a le Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 erc �sconsin www www.comm .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary July 18, 2003 CUST ID No.225036 ATTN.- POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE MILLER CONSTRUCTION ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 07/18/2005 Transaction ID No. 887953 SITE: Site ID No. 662269 Sam Miller Please refer to both identification numbers,. 1361 141ST St above, in all correspondence with the agency. Town of Richmond St Croix County SETA, NW1 /4, S25, T30N, R18W Lot: 48, Subdivision: Red Pine Corner FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated. Object ID No.: 912680 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 C011( fit 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: DEPA RTMENT F" � a OF TE General Approval Requirements: I SEE CORRES • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST SAS (0 1/8 1) • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of See. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat MICHAEL P MC DONELL Page 2 7/18/03 • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz O � POWTS Reviewer Il , Integrated Services WiSMART,code: 7633' (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 • MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Sam Miller 3 bedroom residential mound system Owner's Name: Sam Miller Owner's Address: P.O. Box 121 Hudson, WI 54016 Pcl. Add.: 1361 141st Street Legal Description: SE1 /4NW1/4, Sec. 25, T.30N., R.18W. Township: Richmond County: St. Croix Subdivision Name: Red Pine Comer Lot Number: 48 Block Number: na Parcel I.D. Number: 026- 1142 -48 -000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings coA# RECEIRECEI 4 Lateral and dose tank DQ t VED Page 5 System maintenance specifications i NG S 9 ZQ�� Page 6 Management and contingency plan ''OND Page 7 Pump curve and specifications Page 8 Site Plan SAFETY & BLDGS DIV- Page 9 Soil Evaluation Report Designer: Mike Mc Donell License Number: 225036 Date: 06/12/03 Phone Number: 715 - 386 -8692 Signature: �7 C —)�, - Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 % coliform of - 36 inches. 450.00 Design Flow (gpd) 4.00 Site Slope ( %) 101.65 Contour Line Elevation (ft) 39.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd /ft 11 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. E 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 35.00 Forcemain Length (ft) Does the forcemain drain back? _Y � 96.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 5.71 Forcemain Drainback (gal) 5.65 Vertical Lift (ft) 81.25 5x Void Volume (gal) 0.66 Friction Loss (ft) 86.96 Minimum Dose Volume (gal) 12.81 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 760.501 Total Tank Capacity (gal) 1000.00 1 Septic Tank Capacity (gal) 37.501 Total Working Liquid Depth (in) Wieser Concrete I Manufacturer 20.28 gal /in (enter result in cell B49) Dose Tank Information Effl Filter Information 760.501 Dose Tank Capacity (gal) JZabel Filter Manufacturer 20.281 Dose Tank Volume (gal /in) JA1 00 Filter Model Number Wieser Concrete Manufacturer Project: Sam Miller 3 bedroom residential mound system Page 2 of 9 i Mound Plan View 0 1/ FK .*. _ 1 0 g Observation Pipe 3 1►� rA • 5 L•••� t:•r• f•f •r•r•r•f •1'•r• f•t• �. : r • ti j: f .. :: �: fir r ti l ti r .�: j:: •: •r} f : t � : :�� r ��, 1 � j � j�f �r�r�r� �: � �, j. � • • W a. •B . I L Mound Component Dimensions Down slope toe extension made. A 5.00ft E 8.40 in H i1ft ft K Al ft B 90.00 ft F 9.50 in z ft L ft D 6.00 in G 0.50 ft J W ft 450.00 (ft Dispersal Cell Area 1125.00 (ft Basal Area Available 5.00 1 (gpd /ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.94 (ft) G H � rrrirrrrr 2 rrrrrii .. I F ::::: .... Di spersal (ft) Lateral rrir�r rr r . Dispersal Cell 102.15 (ft) — Invert Dispersal Cell Elevation E D ... .... ...... 4 •L ... _ •'_ t . _; - 101.65 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key Dispersal Cell See lateral details on 1� ® Topsoil Cap c °- 1.5 ft L•L• Pa 9 e 4 for number, 5 r� }• }��ti�•.:��r��ti�tir © rrrrr Subsoil Cap 0 L L • L• L L•• size, and spacing of © LLLLJ ASTM C33 Sand • 6 ° � '�'ti:• :ti ••r• • r•: f F d 0.5 ft laterals. Laterals are FAI F71 y TYPical Lateral r tiftif Tilled Layer { ;.- - ; ..- ..• }}+'��jj��r�, equally spaced from ❑5 c Aggregate ''1r`'�L jL fLrtirti '•`•�•',•��• the distribution cell's A� centerline in the distribution cell (AxB). Project: Sam Miller 3 bedroom residential mound system Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection Mia tee or cross to manifold at any point. Laterals are identic al i P s AL •- Turn -up wf ba II valve or IF X--41+ 02 I 1112 +1 Laterals & force main of PVC Sch 40 cleanoutplug per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 44.28 ft Orifices per Lateral 18 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 7.41 gpm Manifold Length 2.50 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 12.81 ft Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and —► Comm 16.28 WAC Disconnect 4 in. min. y Tank component is properly vented % E— Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer _� 2 in. Ca acit 760.50 Gallons Volume 20.28 gal /inch A _ Weep hole or anti - Dimension Inches Gallons B siphon device A 19.01 385.44 B 2.00 40.56 C Pump off e levation (tt) C 4.49 91.14 97.00 D 12.00 243.36 D Total 1 37.501 760.50 iF — D tank elevation (ft) 3" Bedding un er tank. 96.00 Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer JZoeller Pump Model Number 198 Pump Must Deliver 29.66 gpm at 12.81 ft TDH Project: Sam Miller 3 bedroom residential mound system Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Jim Thompson #30021 Phone 715 - 248 -7767 POWTS Regulator's Name St. Croix County Zoning Dep't. Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 ears Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl Inspect for ponding and seepage once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ............... Grade \ , 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Sam Miller 3 bedroom residential mound system Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals ISBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. um Septic and tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as P pump 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. Puma 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 BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Sam Miller 3 bedroom residential mound system Page 6 of 9 HEAD CAPACITY CURVE EFFLUENT M ONE ON ■■■■■■■■■■■ ■� ■ ■ ■ ■ ■ ■ ■■ - a mmo No lmm� mmmm�mmnm imam \ami'.■� MEN ■■ ■� \►. ►1 \!l ■ ■ ■■ m 0 NOW ■ � ■.�I�It�.� \/J ®mom r■NS \IN, �!! ■�•►■ r®®®®mm ■■■ ■ \ I■\■ !! ■ ■ ■ ■■ - \■M ■■ I ■ ■ ■ ■ ■OS ■ ■■ Nom ' ONO li II2 0,c101■ ■ ■E \ ■■©E■■■■■i■■■■■■■■ �O ■ ■ ■ ■■ ■►■■■■ .� ®� �� ■■ ` \■ �� gym® ENE moll ... ��. bilm M ■NNERNM ■■ ■ MEMO ■■ ■NOUN. WHEMM MEMEMM ■M MEMO Ea MOORE m �EM■MMEME ■MafOMam\M \OMMEMME ft"MON ���� . an�iNEEMEME ■■MM■ �� MOMM■■MO MMMMN ■EM■ ■ So, l e ✓a /uaL'on • Prop. S &ee- N Sc4 /e : / s f o' Lot 5�B P/a t of Re.Q1 An Corner P c pasecl rr(ou.►d of iz 30' 1oy..3s /y/ Sf �/ S jc 90`disPe�"Sa /cam! /. �k�(yJ s 6r 4e Q � d,`St - i b u tl�� cc w( %8 CLda.1 A1E.8.nt. T ` .�.e. Aro posed p%/e• E/e v< - 99.35' 3 b edro y "SCA- vo proposed �eS�denet, bu:id; Seti�e1: a P unit z e a ■ 303y �? ✓. i � f ej' /k of Pro po seal 1, ODO 7 0/ ApA l h - too rv�ese�Co.+e rf 11 s , QFF lcc"rt 4 L W.P75Z Ke i 1 x Vo 0 ✓. e. I � force MaJn. r I 30�, ss-� ■ 1 I Q ench w6r16 L of /ot Sta ,4 ss -k a le v: _ /oa. Co. • Wiscc isin Department of Commerce SOIL EVALUATION REPORT Page 1 — of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal n�o M), direction and Parcel I.D. percent slope, scale or dimensions, north arr I _ 6 a d to nearest road. pending Please p I �rmati °. / ;� Reviewed by Date In a! �•; Personal Information you provide may be u ctfop econda rpes��( ivacyLaw.k 15.04 (1) (m)). S Property Owner ,Pr party Location Oakwood Land Develo �' ' << f I Gp . Lot SE 1/4 NW 1/4 S 25 T 30 N R 18 Xit(or) W Property Owner's Mailing Address ST CiDox tol # I Block # Subd. Name or CSM# 1611 HY. #10 NE. Cotxr7Y 8 na Red Pine Corner City State Zip Code. Ph City ❑ Village ® Town Nearest Road Spring Lake Ppirk, INN. 554 ]14 61,2}- 789.499. Richmond 1140th, st ER New Construction Use: ER Residential / Numbeof bedams ry 4 Code derived design flow rate 600 GPD ❑ Replacement . Public or commercial - Describe: Parent material glaial drift Flood Plain elevation if applicable na ft. General comments and recommendations: mound @ el. 102.15 + based on contour 1 ine of el. 101.65' Boring # ❑ Boring 102.45 41 F ® Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 1 -9 10yr3/3 none L 2msbk mfr cs 2f .5 .8 2 9 -19 75.ry4/4 none sicl 2msbk mfr 1f 3 19 -32 7.5yr4/6 none sl 2msbk mfr 4 32 -41 10 5/4 none mfr na .4 .6 5 41 -65 Oyr6 /6 c2p 75.yr5/8 limestone residuum na na nip n Boring # [27 El Boring 102.45 42 ® pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -9 10yr3/3 none L 2msbk mfr 2f .5 8 2 9 -20 75 4 4 2msbk mfr qW 1f 4 3 20 -42 7 5 4 4 none sl 9 ''' 1f .5 .9 4 45 -75 10 6/6 c2p 7.5 5 8 limes on Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' E ent #2 = BOD < 30 mg/L and TSS 5 30 mg/L CST Name (Please Print) Signature . CST Number Gary L. Steel 02298 Address Date Ev luation &nd Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 8 -3 -2001 715 - 246 -6200 el I � Property Owner Oakwood Land Dev. Parcel ID # P ding Page 2 of 3 3 ] F Bon # ® pit Ground surface elev. 1 00.45 ft Depth to limiting factor 39 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cent Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 -12 10yr3/3 none L 2msbk mfr qw 2f .5 .8 2 12 -29 7.5ry4/4 none sicl 2msbk mfr qw 1f .4 .6 3 2a -39 7.5 4/ none sl 2msbk mfr Crw if 439-65 10 6/6 c2 7 .5 5.8 lime ton Boring # E3 Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cent Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring Boring # ❑ El Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz. Cent Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 220 mg& and TSS >30 —< 150 mgA- ' Effluent #2 = BOD < 30 nxA and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at- 608 - 266 -3151 or TTY 608 -264 -8777. seanw (R6M) M f r 1 f STEEL'S SOIL SERVICE Gary L. Steel oakwood Land Dev. 1554 200th Ave. CSTM2298 SETNW4 S25- T30N -R18w New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #48 - Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot limes were not established at the time the test vas conducted. {{ h N 1 =40' BM.= top of SE lot stake @ el. 100.00' alt. BM.= top of 1 "pvc piep 2 el. 99.35' � � b o h. 2 Gary-L. Steel 8 -3 -2001 Wiscaisin Department of Commerce SOIL EVALUATION REPORT Page _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix 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 ncq �o M), direction and Parcel I.D. percent slope, scale or dimensions, north a i Ilpcffii6ij a d d�i�tapce to nearest road. pending r R awed by Date Please pri a11 n `i�it'ormad. .! Personal information you provide may be u d toq�econda ° rvacy E aw,'s. 15.04 (1) (m)). Property Owner `' P perry Location Oakwood Land Develo 1 ;t �G4 • Lot SE 1/4 NW 1/4 S 25 T 30 N R 1 X6C(or) W pool Property Owner's Mailing Address ST �iFtl7fX to # Block # Subd. Name or CSM# 1611 HY . #10 NE. �,,004Ty 8 na Red Pine Corner City State Zip Code Ph �. ' City ❑ Village ® Town Nearest Road Spring Lake k, . 554 61,2}- 780 -499. Richmond 140th st [$ New Construction Use: I2 Residential / Number'oibedroot'ris 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material glacial drift Flood Plain elevation if applicable na ft. General comments and recommendations: mound @ el. 102.15 +', based on contour 1 ine of el. 101.65' F Boring # Boring 102.45 41 ® Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 1 -9 10yr3/3 none L 2msbk mfr cs 2f .5 .8 2 9 -19 75.ry4/4 none sicl 2msbk mfr qW if 4 3 19 -32 7.5yr4/6 none sl 2msbk mfr ow i 4 32 -41 10 5/4 none mfr gw na tn .6 5 41- 6510yr6/6 c2p 75.yr5/8 limestone residuum na na n B oring # Boring 102.45 42 F 2 I Pit Ground surface elev. ft. Depth to limiting factor in Soil AppllcatioEfale Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0 -9 10yr3/3 none L 2msbk mfr qW 2f .5 .8 2 9 -20 75 4 4 2msbk mfr qw 1f 4 3 20 -42 7.5 4/4 none sl 2msbk mfr gW if .5 .9 4 45 -75 1.0yr6/6 c2p 7.5 5/8 limestone r Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Went #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature . CST Number Gar L. Steel 02298 Address Date Ev luation ndu a Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 8 -3 -2001 715- 246 -6200 Property Owner Oakwood Land Dey• Parcel ID # Pending Page 2 of 3 31 Boring # ❑ Boring ® pit Ground surface elev. 100.45 ft. Depth to limiting factor 39 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -$2 10yr3/3 none L 2msbk mfr 2f .5 .8 2 12 -29 7.5ry4/4 none sicl 2msbk I mfr qw 1f .4 .6 3 29L-39, 1 7.5ry4/ 4 none sl 2msbk mfr aw 1f 5 4 39 -65 11 0 6/6 c2p 7,.5yr5.8 limestone ❑ Ong # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil — Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # ❑ Boring El Ground surface elev. ft. Depth to limiting factor in. 'l Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg1L ' Effluent #2 = B013 :5 30 mgA- and TSS < 30 mg/L P equal c The Department artment of Commerce is an a opportunity service provider and employer. If you need assistance to access ess services or need material in an altemate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SBD4330 (R.6=) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Dev. 1554.200 #h Ave. CSTM2298 SE S25- T30N -R18w New Richmond, WI 54017. MPRSW -3254 town of Richmond (715) 246 -6200 Pi ne Corner lot #48 -Red Pi e Co er This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shmn as perm e'nct lot lines sera not established at the time the test vas conducted. iN 3 e - 1 11 =40' Y ,�[ "6 BM.= top of SE lot stake @.el. 1 9--QD "l �al.t. BM.= top of 1 "pvc piep 2 el. 99.35' itA V w a h. oil Gary -L. Steel 8 -3 -2001