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HomeMy WebLinkAbout010-1074-20-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 584757 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2625655 Permit Holder's Name: City Village Township Parcel Tax No: Stephen & Lynette Beckman TOWN OF EMERALD 010-1074-20-100 D CST BM Elev: Insp. BM Elev: IBM Description: Section/Town/Range/Map No: ~}rnC / u.~G 7E 57A-9,6_ (,var (LGBA-t, 30.30.16.453A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Jr U I-IT_ Benchmark ~tc.F ~drnBo latx y. D(o /oy. ~ Goo. vv Dosing 0107-a'36 g" (900 Alt. BM Aeration Bldg. Sewer 3S X2.71 Holding 7 t. 3 SUHt Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic > toot > -7S,' Dt Bottom 7 Dosing k w a Header/Man. G 5 ~Oz. SZ Aeration Dist. Pipe SY /oZ.s Holding Bot. System Z •Z cs . 8l~ PUMP/SIPHON INFORMATION Final Grade { .S =1v3. Manufacturer Demand ISt Cover GPM 87 Model Number Zf"' wv 7 • ~6 9 . TDH Lift Friction Loss System Head TDH Ft N . 3 /.1)7 . $3' Z".,1-7 Forcemain Length Dia. Dist. to Well G t ! ~ 1Z 7,SJ SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 7.5-- ^ - - SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR Model Number: DISTRIBUTION SYSTEM] Header/Manifold Distribution Ix Hole Size x Hole Spacing Vent to Air Intake u t / 70 Length Dia L ngth 7 . Dia z• Spacing ~f, l~°Gi 2' 1 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only CJ Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed rench C nter Be /Trench Edges ? 6 u Topsoil R A 1 Yes No Yes No C MENTS: (Include code discrepencies, persons present, etc.) Inspection #1: g. ~ Inspection #2: Location: 2128130THAVE "Row ov--, RiPPEZ mrk L n ~Pjow~ 1.) Alt BM Description = TV (.H(Sa, PGaW 2.) Bldg sewer length =5Z, _ u,,rG/~ (bA)T$~f ~T ~(.XW{' ( 67- ~iU$1~~i~dN i/ i -amount of cover = C-7 ` ~ X05 E(t- ~ (~I~E V3~ FlNly/~G~ PL' ~ ~~p~ „ revision Plan Yes No Use others de for additional information. Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) Plot Plan Page Y of Property Owner ,Ry E zs7 vqP!: STEPHEA1 ~ LyvETTE &c-e 7jjV 1 n =5(I ft. -A Legal De-SCriptton 5 W /y eF rhc se g . c, (except where noted) 3oAj eji w -rbr~x 6F CMG ~Lb -Sr ffnax e-QbA;7Y u =Backhoepit North 70Z s~ ~ti~~% \ Q~3 d f AT FZF1~~ttZ inl~ yL g5`gOv` /ZG' Zri r ~fjlc- f~SStCf~~ r~ ~ VJFA~ -M, yam' 1"!'M D►l&rIN~~'Pd^ ~!b10i~r1'l~ ~ ~ ~ i- 4 I ~ I 1 I Site Location: (7u 6~ J=1 Ai ~M 3 -7GP OF PVC, +P ® 13 ~_?G~f h ~1c ~~ice. v 1. k3 `~4 LfU~ 6Pi 0~i,"'1 a ~.s3 ~ Ar u PUMP PERFORMANCE CURVE MODEL 15111521153 50, 14 45 153 12 40 3 10 152 ui - c.~ 00 ~ 151 8 25 -7111, 6 20 15 4- 10 5 0-- 10 20 00 40 50 60 70 80 90 100 GALLONS LITERS 0 40 80 120 160 200 240 280 320 360 FLOW PER MINUTE 014508 `~E~Aarai:ti~ County RECEIVED Industry Services Division ,l D 1400 E Washington Ave a F $ S P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) MAY 0 L01i"' Madison, WI 53707-7162 5$ 7s 7 ST GROIX COUNTY coMMU%*ffr *0P iit Applicatio State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the e e it ; Z 5 ~5 5 is required prior to obtaining a sanitary permit. Note: Application forms for state-own T It mitted to the Department of Safety and Professional Services. Personal information you provid a used for secondary Project Address (if different than mailing address) purpo ses in accordance with the Privacy Law, s. 15.04(1)(m), Slats. 1. Application Information - Please Print All Information Property Owner's Name Parcel # 4 41L1 n e We ek em *?J 16&7, D/d - /D 7,(r/- ,2e) /Dd Property Owner's Mailing Address Property Location `t _VP" I . x l 2 <; O Govt. Lot City fate Zip Code Phone Number '/4,~ '/4, Section O I_ T ~0 N R ciE e o9o Lljype of Building (check all that apply) Lot # 1 or 2 Family Dwelling - Number of Bedrooms J_ Subdivision Name ❑ Public/Commercial - Describe Use ak Block # ~oJ °"El City of E] State ~wned - DescrAe Use v l E:] village of CSM Number 167.34 ~p k 7 J Town of ~Er.O /~j III. Type of Permit: (Check only one box on line A. Complete line B if applicable) v u C/ A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) 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/Component/Device: (Check all that apply) ti O, r ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil 95.,.Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treatme t Area Information: a,le t Design Flow (gpd) Design Soil Application Dispersal Area Required f) Dispersal Area Propose System Elevation VV Rate(gpds0 0 01 r O V • 1 r VI. Tank Info Capacity in Gallons Total # of Manufacturer Gallons Units 4 aj New Tanks Existing Tanks L a U v y w C7 0, - , b / 1 CA~A / Septic oruaidir*-Tank B~Q 1900 ❑ ❑ ❑ ❑ Dosing Chamber l ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the 6ndersigned, as a respo ' ty for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum is h MP/MPRS Number Business Phone Number Todd L Sinz MP139462 715-235-2644 -1 F A., Plumber's Address (Street, City, State, Zip Code) E5609 708th Ave Menomonie Wi 54751 VII . County/ eartment Use Only Approved approve Permit Fee Dat Issued Issuin gent Signat e O rven Reason for Denial $ ~ 40 ' 5 ' IX. Condi T&A Wi tReasons for Disapproval 1. Septic tank, effluem iilte• and 3) CO .134 nb disp m;,i cell riust all be spivicps ! maintainer' (1(1_~ r e G . ars per iranagement plan prcraided by plumber. r A. tf .W 1 2. Aktsclhoi * re4uirel-4ent-$-must Iw inalntz inid as licttble code / ordinal>r..ea. Attach to complete plans for the system and submit to the County only on paper not less than 8 112 x 11 inches in size SBD-6398 (1103/14) /Y~AR?~ Firms DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 ti Contact Through Relay S ; - http://dsps.wi.gov/programs/industry-services www.wisconsin.gov ` Fxas o~' Scott Walker, Governor Dave Ross, Secretary November 05, 2015 CUST ID No. 224832 ATTN: POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/05/2017 Identification Numbers Transaction ID No. 2625655 SITE: Site ID No. 818715 Gary Borst / Stephen & Lynette Beckman Please refer to both identification numbers, 130TH Ave above, in all correspondence with the agency. Town of Emerald St Croix County SW1/4, SE1/4, S30, T30N, R16W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1572818 Maintenance required; 300 GPD Flow rate; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 10 1.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, tJ~ d it1 stats. ~ The following conditions shall be met during construction or installation and prior to occupancy or use: DEPARTMENT a,N OF SA E' • A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. Changes to the approved plan must be submitted for review and approval. Failure to properly attach the approval and index page to plans that match the copy on file with the Department may result in enforcement action under s. 145.10, Stats. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P (N.01/01, R. 10/12). • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater "Treatment Systems Version 2.0" SBD-10706-P (N.01/01). • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Abandon the existing system components per SPS 383 .33 MARY JO HUPPERt Pate 2 )1/5/2015 • The system was designed to meet the influent quality defined in SPS 383.44(2)(a) The quality of influent discharged into a POWTS treatment or dispersal component consisting in part of in situ soil shall be equal to or less than all of the following: 1. A monthly average of 30 mg/L fats, oil and grease. 2. A monthly average of 220 mg/L BOD5. 3. A monthly average of 150 mg/L TSS. • SPS 383.54(3)(b) (b) The servicing frequency of an anaerobic treatment tank for a POWTS shall occur at least when the combined sludge and scum volume equals 1/3 of the tank volume. • The inspection, maintenance and servicing reports shall be submitted to the governmental unit within 30 calendar days from the date of inspection, maintenance and servicing. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval.. • Provide a copy of the approved POWTS plans and this letter to the owner. • Prohibit vehicle traffic and soil disturbance within 15 feet of the downslope edge of the mound pursuant to "Mound Component Manual Version 2.0" SBD-10691-P (N.01/01, R. 10/12). • Insulate 4" O conveyance pipe as necessary pursuant to SPS 382.30 (11)(c), W.A.C. 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 S 250.00 This Amount Will Be Invoiced. - When You Receive That Invoice, Edwin A Taylor Please Include a Copy With Your Wastewater Specialist , Division of Industry Services Payment Submittal. (715)634-3484 , Monday - Friday 8:00 am To 4:30 pm WiSMART code: 7633 edwin.taylor@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: STEPHEN & LYNETTE M. BECKMAN Owner's Name: Gary Borst Owner's Address: 10700 80th Street Court S. Cottage Grove, MN 55016 Legal Description: SW 1/4 of the SE 1/4, Sec. 30, T30N, R16W Township: Emerald County: St. Croix Subdivision Name: NA Lot Number. NA Block Number: NA Parcel I.D. Number: 010 -1074 - 20 - 000 Plan Transaction No.: 4~gNt~tettf Page 1 Index and title .~_a,~~~j~✓dZ"'W4 y~~ Page 2 Data entry Page 3 Mound drawings ` MARY JO Page 4 Lateral and dose tank Page 5 System maintenance specifications = WUPPEAT Page 6 Management and contingency plan - Ci 189 ` DRIVER ML1.S Page 7 Pump curve and specifications ILDIr S / • Page 8 Plot plan Designer: Mary Jo Huppert License Number 1859 - 007 Date: 10/07115 Phone Number. 715 - 426 -1775 Signature. 62 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), 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-107WP (N. 01/01) Version 7.0 (R. 03/2012) Page 1 of 8 Mound and Pressure Distribution Component Design Designs Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 200.00 Estimated Wastewater Flow (gpd) Table 38344.3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150°x6) fecal colirorm of 36 inches. 300.00 Design Flow (gpd) 1.00 Site Slope 99.60 Contour Line Elevation (ft) 9.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft ) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 4.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 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) E Center or End Manifold 0.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 1 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 2.00 Estimated Orifice Spacing (ft) = 8.11 fe/orfice 2.00 Forcemain Diameter (in) 120.00 Forcemain Length (ft) Does the forcemain drain back? Y 92.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 19.57 Forc:emain Drainback (gal) 9.44 Vertical Lift (ft) 59.90 5x Void Volume (gal) 1.09 Friction Loss (ft) 79.47 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 19.92 System Demand (gpm) 15.08 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options T choice in. dia. options choice 0.75 1.25 1.00 1.50 1.25 2.00 1.50 3.00 2.00 x x 3.00 x Gallonstinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer [J gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 16.76 Dose Tank Volume (gal/in) 525 Filter Model Number Weiser Manufacturer Project: STEPHEN & LYNETTE M. BECKMAN Page 2 of 8 Mound Plan and Cross 'S-ectitm ;"A e ri► 1/10 B Observation Pipe K ti1~Lrc L,L. ,4f y Ldbr y ti.yjti ti' :4,4~ 4. .y.~ e< ae,L~4e a f J f Sr!". 1~ : : l d°' 4 f d d d d d d d d L L e.LrL. Sr tLJ,Y ) dS L 4fii b 5 b 4S L LOLL 4 S 114LbL = A 4 L 4, y4~' ~y L j~. Lr ri•P S S L"~ d id 4 L b • 4 e : ~ : ~L.4•L:. ..b<4t•1:'.l.,L+Le S: ..be S i.L.Lf4%~1:;r •.S. ..L:°L:L.L,4.Lj•.:.•.T °,°•~ti Sa'~=: `.14r B _ . . . . . . . . . . . . . . T . J, L Mound Component Dimensions A 4.00 ft E 27.48 in H 1.00 ft K 12.31 ft B 75.00 ft F 10.00 in z 11.21 It L 99.62 ft D 27.00 in G 0.50 ft J 10.44 ft W 25.64 ft 300.00 (ftz) Dispersal Cell Area 1140.46 (ftz) Basal Area Available 4.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.68 (ft) • H t 102.35 (ft) Lateral F = Dispersal Cell 101.85 (ft)-♦ - Invert Dispersal Cell _ Elevation E 4 4 99.60 (ft) Contour Elevation 1.0 % Site Slope Geotextile Fabric Cover Shading Key m It T Dispersal Cell See lateral details on Q Topsoil Cap c = 1.5 ft .r.; .••:d`:.,•:r•:.do l•:`1•d•.••l Page 4 for number, size, and spacing of laterals. Q Subsoil Cap o ; ..1•,;_,~o:°_::., T L.L. Laterals are equally ASTM C33 Sand t0 i'.'•'L°AL~4.y...r•' ~:S.L. S.S:;: ,po'i . i Lateral L°L°1 spaced from the Tilled Layer 0.5 ft distribution cell's ©tiftiftif~: Aggregate Q centerline in the A distribution cell (AxB). Project: STEPHEN & LYNETTE M. BECKMAN Page 3 of 8 End Connection Lateral Layout Diagram Laaotais t:omw#dovrr U* A 4K 8 4imthsion p Turn-up wdb*U valve or eiaanoueptug P I L~.r' t 1s01d ~~i0 t o t4 tn44iP LMerale $Udreema in Sch 40 PVC Hales driped on the bottom of the lateral per SPS Table 384.30-6 "Waft spsc" Number of Laterals 1 Orifice Diameter 0.156 in Lateral Diameter 2.00 in Orifice Spacing (X) 2.04 ft Lateral Length (P) 73.44 ft Orifices per Lateral 37 Lateral Spacing (S) 0.00 ft Orifice Density 8.11 fe/orifice Lateral Flow Rate 19.92 gpm Manifold Length 0.00 ft System Flow Rate 19.92 gpm Manifold Diameter 0.00 in Total Dynamic Head 15.08 ft Forcemain Vr Dose Tank Information label and iocking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is property vented E- Alternate outlet location Forcemain diameter Weiser Manufacturer- 2 in. Capacityl 600.00 Gallons Volume 16.76 galfinch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.16 304.33 B 2.00 33.52 C Pump off elevation (ft) C 4.74 79.47 92.91 D 10.90 182.68 D Total 35.80 600.00 tank elevation (ft) Bedding un er tank. 92.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Number Tank Alert AB containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Number 98 Pump Must Deliver 19.92 gpm at 15.08 ft TDH Project: STEPHEN & LYNETTE M. BECKMAN Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Darrell's Septic Service Phone 715-425-1025 POWTS Regulator's Name St. Croix County Zoning Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 200 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 300 fe 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 years 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 ~ ••••.•xa~•••rs Grade 6-8" Diameter Lawn Sprinkler Valve Box Plug or Bail Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: LYNETTE M. BECKMAN Page 5 of 8 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), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] 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. 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 sincesoil 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 BOD5, 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 dogging 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 ow-;.,r, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continuency 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 dogged 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. Project: GARY $CKSi/,,-TEpf l LNVJpTim Page 6 of 8 HEAD CAPACITY CURVE r!o 0 1~9 YODEL "gir 4 5/8 s - - ° 3 5/8 = 6 20 08 0 + + z Is 0 cl 4- o tp 4 3/16 2 s 1 1/2-11 1/2 NPT 0 US. GALCOIiS 10 w 30 40 50 60 7o so L" 0 g eo 160 240 FLOW PER UNWX 1 96 60 CYCLE Feet Gallons Meters Liters s n Is V3 Ia 61 3.1 2]1 . 15 4s sA 170 20 25 61 es 12 Lock W.6 u aoesrl 7P4 16 sK1mx CONSULT FACTORY FOR SPECIAL APPLICATIONS Elec~ abernalors. for dW1Qx systems, are available mw - Variable level float swi6dtes are available for c-sincK supplied u ft an Marrm and three phase systems Mlichankni aliemaWM for dePlex Systems, are avalbabie - Double piggyback variable Wel that switdtes are avadabie with or willlQitt alarm Swit Iles. for variable tenet tore cyde controls. SELECTION GUIDE Standard all models -Weight 3S fbs_ - 'H.P. 1_ Integral 609 opimted 2 pole dl~l. s 1. no exdernat control requirmi 2 Single Ptwbm* variable level float switch or doUele piggyback variable lever 93 Swiss Combo, Selection ftoalsrrddiRefer toFM0477_ - Duplex Model Yo1Lf Pb Mode Amps Skimpiest 3. Machwdr- l aYerrle for 1040072 or 104XYM M90 115 1 Auto S.4 1 or 18 7 - 4. See FLW71Z forcorler- rrrodef cf Allennior. ME 115 1 Non 9.4 2 or 2 & 6 3 or4 d:5 5. Ca" i ild' 10-0225 used as a oarllraf acivelm. specify duplex (3) or (4) DSO 230 1 Aub 4.7 1 or 18 7 stow syshsm 6. four (4) hab J*%K jxncoan bet, farvA*wbgM cmmechm orvaed-b1 230 1 Nan 4.7 2 or 21i 6 3 or4 & 5 tin t or duplex operaiorL 10.0002 7 Two (2) hale J-Pak, for wal cwt connection or spice. CAUTION ° a< dZaelaP~ode~wlerbeetakgaaPfgg Lewd A!! fnstaik+tFon of controls protection devices and wiring should he done by a qualified ~t 9kS1ap1.4a~rmgeflasiis,fiDlfi7 licensed electrician. AN electrical and safety codes should be follavred including the most Swg*PhneSe Om PumPCo deot, RtL%6;A1ew %s1ems, ROM recent National Electric Code (NEC) and the Occupational Safety and Health Art (OSHA). - FZESERVE POWERED DESiG For MUsuet Mons a reserve safety fador is engineered into the design of every Zoetier pturlp. MflI7fx Ra am MW - lartrsrrlttl(Y.663f7 fit.. 0 8fleJtk 36ML1esel7Yrelittd lamboft W 4MI-1981 PU/Z1P 60_ _ M WffiM,, 'W*°W-- - -A4 ~t 5 bc f i B 0 9 97, Plot Plan page 8 0 $ Property Owner CORY ELKS r guys 5Tear+Enl If'- L-WET E FDC-eKMAJV - 1 =mod. -A Leal ,aescriptwn sw~~/y or rtc sG (except where noted) CnnGKALC sT aRDIX ,:g' & = Backhoe pit ' 4cs North u~ all Aga Z ~JR~Ni ~ Nti~ f ~ T sel o`er c c ore ~ k e3 ~ ~ g~r►# l , ~ uND SuRFA✓~ AT RF1 AP\ 1J 4d. 't' 2ri r o~~ fl(o - ~tSsM-D i0l! cc i ,qsr T too y5 ' FpeA,, pRA wF16Gasl \Ro,~ t!DiCwrZ'/~ 4- i i Site Location: (7cL s , p, T A t 3 ~ ~jE3Q ~ ®L ~ ®Bnt~k?= 1 t1!' b~ r"U~- ~'I t ~ 3 -Wp of PVC PIPS l~~liAb11~ ~RD~tiJD= 1. `d 3 t3 0d~ C-OU 83.53 Ffnk F ~qi V) fist ~t w S'p'a C R ' „ X ML), 3T. Y SEPTIC 1` . IS f1s 0 T Fl, RT-~ ME 'CE s~ G F 11 ~ 1. AND : . f; r~s~ 1' ti ° ? 1 1 l 1',/Sailing Address e: 22 0 1 rvpty fir ss `f s £ . ( eril 'ation requited from flan l i =.onwg Fk <1_ti11wA P no ...mst1 t1CtW Ci y'Stab P lLeVrUi Went-iii 1 4Cf1>.5v7~: 11(ITlii cl f. C roperyLoatior, a+ i_ C4 C Y,aC?+t 23 Y1 r: i ; t s t Certified Sairveylklap h"' l r Spec house yes f rio J 1.o+ Lt.. j iitsRa{lt( K y y ' no nlpr£ipez UsW an d'anintonarsee o Your septic s s'elil "iedt osuffl, i"s r1 ~z+. :a311Erv to handle t, asx', Prop;-'r n:Hiatt,i, me consists o pamiping out the septic tank evorFP , Itiue rms o o:._=one if i ne6cd, b a license pt n )cr. Ga h,11 you l ( u3te Me yv;'.',Tli can a GL'i the tAi211 tl to Olt lc septic, as human eye 7Z_ the .:aa flS i system o`h n . nw T:i£',:anue yespansodhies are, specified in §-Con rn. 8312p) p and in C; 1pt: r 112 SA. WN x.--mil r 3a"a> ;S' OnIh all e Thu Inope-rtY f vniel- agrecs to sut-lrnit to St. Croix * ,a?taM PIdFZknsi c : ~ J.tEiln at i 1EYlt a 1tc; °Catii; ti t' r;l , i ?]lT^CI {Jy 01c £'Ywrra acid by a inasie'plurnbor, jaurneymai pllrribci, restr eted-ptumb er OT aI e:ensc.cl r>unlpe "rLlifying that' Ulu, ',,astr✓water disposal system is in ~%'C par ope'~Ag c t..d..dmi aiid%r (2) Rer ll~1Ss,CG {'ion and pu ;ir"'ina.' £-.71 ta'; +°S 4. ~',a, septic .lis:~ t5 less than 113 tall of Illy ia1£; unC umiigied have read the above requirraw_:_is and agre v Ixlraililain t:ne pi a.u ' sewage Ws,lawh s)'slorn "Ad i IJP{ r StaZiiefdfC15 set f,.nY"tSl, hG3'O7 aq .i.. Jw by fbe Oj:)aTtlliGi7.t of C{1t7.1i?7.Tyk'Ge, attt,. $ta~ D:,Eial't131f;Slt O:ri4`a1. t! Pc8(:U?'CE', S1.ai° Of C'.°tiil;:a.t1on stame that Your `,cpi"~ systcrn has been n-ati 2tained zl"iust bei c,ji-nplet%d and Jc-.urn a to he S, E~O1R COM11Y Planning k' .C1fldSl .)£i7?ai`41~it?•ilE .Y.i~Bli%l 30 ' t? tt7 iUr yell expiration date. U"ve C-iti V t ct_ all ot;zWlallt5 Oil thi foj- t5 a, ~n:_ .,o w Est of inyiou kT o 1 . jf 1 m v moan the ,zalg 1 ? O ti;C pfope~, y desO7`ibcd above, by x 1 ue o fa i'+'ar 11ty dud r yarded in E' gister o Deeds Me, 81GINIATURE J-) A H" **"Ally information that. is misreprt.wnred may Z;'-suh in the sanhu✓ p 7Tr h bemg a% l....d b to PI MOT 01 Zoning D:.()xu-. . i _ 43iG1llC a with this application a recorded T u m y deed .i._:a "ic Rqi „ i c~Ehch r, f__, .a;b a aTY VAN cu.h 1 s a vC y mul 1" re `er:;nn is ;made; in the Warr any dead. i 1 { (REV, om) i 0 0 LOCATED IN THE SWI/I OF THE SEA/4 OF SECTION 30, T30N, R16W, TOWN OF EMERALD, S4.e C ROIX CO€,!€L VY, WISCONSIN!. OWNER SURVEYOR GARY BOR.ST ItOwiN C FLAN:iM '.0700! BOTH ST. C I NORM ILAND SURY'EYING, INC EOTTAGE GROVE, MIN 5504;6 P.O. POX 352 AMERY, Vv' 5460 REDUr STED BY. SIERHEN & _YNEI fE BECKMAN SURVEYOR'S CERTIFICATE l ist!/lilt . Fllnu,"i"I, rC±feSS?Qt7%'.i 'Sl3Sf.GEiSin ~.dnt ~;_irtfeyi3 r, }I;;:'ef.,,j i;r;ttify t?;c'l bt." tfi2 i irE~-t€O?"7 Qt s"~..€}' EiOrSi, I hi?✓{' SL73"t!e}J2L., Ilia ped and Oescribec the parcel of lard which is represented by this Certified Survey -Map: that the exterior bi?uridary of t' le t,atr:ca( of land su ieye.d and 'lapped is described as follows: A parcel of land located in the SW1/4 of the SE1/4 of Section 30, T30-N, R16W, Trwvn of Emerald, St. Croix County, Wisconsin; described as folows: E eilinn ng at the Silo Corner of Section 30; thence € OO'56'03"V , along the north-south 1/4 of said Section 30, 1325.48 feet to the north line cf the Syd1/4 of the SE-1/4 of said section; thence S87°441 WE=, along said north line, 13` 1.49 feet to the east line of said SM/4 of the SE- 1/4-1 thence S00'51'52"E, along said east line, 1322.91 feet to the south line of the SE1r4 of said section; thence N87-0'44"W, along said seuttl ine, -1310.12 feet to the point of begirininq. Described parcel contains 39-79 acres (1,733 220 Sq. Ft.). Parcel i5 subject to Town Road (I 30th Avenue) right-of-way and all other easements, restril„ tin€Is, and covenants of record. 1, also certify that this Cerrlfie"d Survey Mao ins a Correct representation ro scale of the extenor, boundary surveyed and described; that i have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes; the Land Subdivision Ordinance ofthe County of St. Croix and the Subdivision Ordinaric°e of the Town of Emerald, in surveying and mapping same. ~cl,vin, 0 F€anJrn, €'.-5. )ate ~ ~ Jf. S~r.tJiR.. l;UIJiVry ~'itlI Sf'6i F .ZC: t~t)f fita L}F_± Ag 090.8 P & 4 s s Eli ;EMEN i DESCRJPTIOINJ An easement located in part of the --SW1/4 of the SE1i4 of Section 30, 7-30N, R I6A' Town of Emerald, St. Croix Crounty, Wisconsin described as follows. ucnlmencinq at the S1?-1 Canner of Section 30; thence 1100°55'03"W, along t ie §'orth-south 1 i4 of said Section 30, 33.35 feet to the north right-of-way line of a town road (134th Street); thenca S8,-43'b6i'L, along =aid north ..no, 633.27 feet to the point of beginning; thence, continuing S8 ?'4,3'56"E, along said north'ile, 6610 'feet, thence N00-328"'A 340.14 feet; thence Sd9°04;'32"`7u 66,00 feet: tnerice 5001"53'28"E 1336.49 feet to the point Of beginning. COUNTY TREASURER'S CERTIFICATE STAIL OF'NISCONSiN)SS iCJNTY OF ST. CROIX) I; Laurie Noble, being the dully; elsoted, Oiialified and acting Treasure( of St, Croix County. do herebv certify that the ret.ads in my ofrfoa show no unredeemed tax: salus and no unpaid taxes or special asses orients as of ~ ~i.C affecting the 'land included in this Certified Sul rvay NA.ap. -aurie Noble, - Gate o nh~ Treasurer F:ae,h parcel stirvln on this maps (plat) ;s subject to Sate, County and Ioti nsli p laws, rules and regulations i.e., wetlands, min€rnum lot size, access ici par cell etc.}. Before purchasing or developing any par;-el contact th St. Croix Cotillty Zoning Office and the r own of Erne.fald. SHEET 2RHFf-ls S; Croix County 1023409 Page- 2 of 2