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HomeMy WebLinkAbout032-2080-90-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)] Permit Holder's Name: City Village Township Jerome Ouimet TOWN OF SOMERSET CST BM Elev: linsp. BM Elev: IBM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION Manufacturer IL I Dema GPM Model Number TDH Lift Friction Loss System TDH Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM II BEDlTRENCH DIMENSIONS Width Length No. Or Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO I Type Of System: P/L BLDG IWELL LAKEISTREAM LEACHING CHAMBER OR UNIT Manufacturer: Model Number: DISTRIBUTION SYSTEM Header/Manifold IlDistribution x Hole Size x Hole Spacing Vent to Air Intake Pipe($) Length Dia Length Dia Spacing SOIL COVER v Pressure Sv tams Only vy Meund Or At.Grada Svstams Only Depth Over Depth Over roc Depth of xx SeededlSodded n Mulched BedTrrench Center BedTrrench Edges Topsoil Q Yes Q No _-11111 Yes J No COMMENTS: (Include code discrepancies, persons present, etc.) Location: 1536 TWIN SPRINGS RD 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ❑n Yes ❑0 No Use other side for additional information. Dale SBD-6710 (R.W97) Inspection #1: Insepctor's Signature Inspection #2: Cert. No. Ali 54N - 2o2.o- oq(.o J Canty r Safety and BuikJings Divisron Sanitary/ in by Co) 201; :: Washington 07 1 fit 1 2020 1 l/Yn Community Deve! wy Permit Applica ibMn State 7raasetlyomNumber in accordance with SPS 38321(2), Wu. Ada Codc, submission of this fom to the appropriate gova>IZICntal unit Project Address (if diff=m than mailing address) is requited pia to obtaining a smitsry permit Nctc' Application forms for stameowned POWfS are submitted to die Departmeas of Safety and Professional Sortie Personal information you provide bury be used for secondary Durposes in accordance with the Privacy Law, s. 15.040 XmStats. 7 L Application Information - Please Print All Info Property Owner's Name ' is s b Oer0 �QJ O �1 Pared A 32 -2,040- 10 Property Owner's Mailing Addles f Property Location H-13o, Zo� Sony. p o (� CV GovL Lot 1, y1 y� State Code Pbome Numbs ''^^ s5< V zz '',,Ercle TAN: E w Il ,2 Building (check all that apply) /� h Lot `-(T---(J s g g 2 Parrot ling -Numbs of Bearooms a ^ ^ n Bloet -Syub-drvis- r 1a' ❑ PuMirJCouffitac' be Use �-1,V[.i 1 ❑ CityCSM ❑ _ Describe: Static Number D' X 0 OVNO LE L °f III. Type of Permit (Check al line A. Complelf line B if a ble) A. iQ System S ❑ T oldin Repl ❑ Otis M ion Etdsting System( B. ❑ Permit Renewal ❑ Pamit Revision ❑ of Plum P Trani New L. 'oar Permit Number and Date Issued t Before Expvation Own n L i-�->L = W. Type of POWTS S Com nent/Devicc beer111H that aPILIge- o' ln� rotmd ❑ Pressurized In -Ground t _> 24 in. of sit- sod Mound < 24 m. suitxbk soil Q to�ldwg _ Torok ❑ Other Dispersal Compmem (inTlaio) _ _ ❑ Device (explain) UQ • / , V. Dis IFFr ent Area Information: Design Flaw Soil 'cation Rato(vilst) Dis Ana (sf) U (Q Dispersal Am (sf) Systan Elevaum ✓ 0. / D L O Zfo VL Tank Info 1n M� Gallo .. Units w / LI 1"C 1 fA'�i I ,- '_. = - _ .� u n a Tier Tanks isibaa T i U viz rat is O Septic in lmlaing Tans` Dosing cmmba i VEL Responsibility Statement- LAhpadersigulf4sainme responsibility for'immustioNtbe POWIS a►own on the attached plant Plttm 's Name (Print 's Signature tviP/MpRS Number Business Pbooe N ber i -V Plumber's AddressL (Sneer City. S I :5��/ -7 C, s VIII. CormtvlDe rtwewt Use On proved�DrSiK ❑ PermitFejt� s Date Issued Issuing ❑ Owner Given Reason for iced IX Conditions oiApprovaVRdxtomin isapproval 3 % im Q-pprb.4"L1 o.ne iA -b,%Ar6br N*l+h this SYSTEM OWNER: I. Uprle tank, efnuom finer wad EAS i ern coMlro I fit. vc d 9e LUP- 20to- a dispersal cell mint h a4 par management plan provided by plu~,, ter 1/G�-� P-MADICI A r•J l AS pal 1pPltrwble =OL�A 1tJaas for tk sysrs aced sabine m rbe ry nay r paps an lets than a trs : I J ides tie . f Qcfonnec{ pe-rALAA we11 btc W-44Sutr.� °`hotn� �5 SBD-6398 (IL 11/11) R p lnUj Jn +Ut M rec4 �,X,.,1 �. NOW ,; t April 20, 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2022-04-20 Plan Review: PWTS-042000559-C SHAUN R BIRD 1432 120th St New Richmond WI 54017 SITE: erome Ot�imet 1536 Twin Spring oad Town of Somerset Saint Croix County Total Amount: $250.00 FOR: Maintenance Required The submittal described above has been ret and Wisconsin Statutes. The submittal has constructed and located in accordance wit referenced above. The owner, as defined with all code requirements. No person may engage in or work stats. DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL GREEN BAY WI 54304-5211 Contact Through Relay http://dsps.wi.gov/programstindustry-services www.wisconsin.gov Tony Evers - Governor Dawn Crim - Secretary Component Manual — Ver. 2.0, SBD-10691-P 1, R 10/12) Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P (N.01/01, R 10/12) to d for confo ance with applicable Wisconsin Administrative Codes n CONDITIO LLY APPROVED. This system is to be e enclosed approv tans and with any component manual(s) chapter 101.01(10), onstn Statutes, is responsible for compliance in the state unless licensedl%Wo so by the Department per s.145.06, The following con/tIon; met during construction or installation and prior iaQccupancy or use: • AbandonWTS per SPS 383.33 • Preserve disrior and during construction to avoid disturbance, compaction and use of the site. • With new coit is recommended not to activate the pump in the dose tank until the tanks are pumped priorer occupancy. • Wastewaterom contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on -site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Divert surface water from all POWTS Areas. • 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. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Pump Floats to beset and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off' at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • 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. 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 slats 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. Thanks, rT,inr U¢iea�i►�teet POWTS Plan Reviewer— Wastewater Specialist Department of Safety & Professional Services I Division of Industry Services email: tim.vanderleest(t4wisconsin.eov Cell: 608-516-6134 Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 4/5/20 Owner:Jerom imet Location:1/4 1/4 14 T30 N,R20W 153 Manuals Used: Mo d Component Man Pressure Distribution ual Version Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe L out 5. Pump Chamber Cross Se ion 6. Pump Curve 7. Filter Specifications and oss section 8-9. Maintance and conting cy plan Attachments- snil tact Shay Sign Licer 6 T In Springs Road Somerset Version 2.0 (N.01/01, R. 10/12) (N.01 /01 R. 10112) Page 1 of 9 System PLOT PLAN PROJECT Jerome Ouimet ADDRESS 200 MlssissiDDi River Blvd N Aot 4A St. Paul Mn 55104 1/4 I/4S 14 /T 30 N/R 20 W TOWN Somerset COUNTY ST.CROIX SYSTEM ELEVATION 100.3' DATE 4/5/20 BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND )= SEPTIC TANK SIZE 1255 gallons LIFE TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none IL BENCHMARK V.R.P. Top of survey pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL •H.R.P. same as benchmark B.M.' 13 -3 Slope ❑ B - 2 Huffcutt Combo Tank ❑ B-4 J B-1 Area of poor soils Property Line Twin Springs Road 4 O Well to be Line Old tanks are to be pumped and buried ODW ST O Scale---�/4" = 10' (�00 / . New well meet all WDNR setback 0' 40' 60 1 1 1 Mound System Cross Section and Plan View vegeianon is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/. inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower 6 inches and s ured in place with rebar or a closet flange. 10/07 lgj Page -3 of Portorolto pip• Dtlall eltA T r• cd +rw Inch Inch(es) Inches Inches Septic -Dose Wank Cross Section And Pump Performance Specifications Tank Msnideetu Tank Model Number Total Tank Capacity Max. Bury Depth j Filter Manufacturer Filter Model Number Minimum Pump f erflmmancc Required GPM I @ 1 3 F4IM— ,,. RITE7M ,:.., ,t_ Total Dynamic Head (TDH) - Feet Elevation Head / 0 Distal Pressure Network Lose 41 Force Main Loss , 7 Total Outlet Manhole N1 & 4" Above Grade With Locking Device. Inlet Manhole < 6" Below Grade Sealed Waet4Rht Securely Mounted weadw-proof Junction Box / Finished Grade — — — � •� .� L Outlet Filter Inlet t ��— inlet Baffle switch and Reserve Capacity Tank Vo tmoe = GPI Dim nsion: Inches Volume Gal. reserve A: jqj, S 77 alarm B . 2 (dose) C ' s /� (dead) D �r3 Total : ? GENERAL INSTALLATION: The sop manufacaner's product approval specifications. be exceeded without prior 4pproval. Manhole installed. Piping at the inlet and outlet is of of laid on stable &oil to prevent se{ying or "BU044 excaystian and the sleeve is 9WW watertight. 02105 U Manhole Min. 4" Above Grade With Locking Device t"� _ Vent Min 2" Disconnect Above Means with V cap A/." Weep B Hole Off Elevation C 967 Ft ► Bottom D Elevation _Qp. D Ft tank is bedded and bark filled in with the um depth of bury as specified by the tram may not era expoged to grade have an effective locking device ock) tnstmial, connected to the tank with watertight fiflin , and The force main is sleeved with 4" Sch. 40 PVC to bridge the tank cal Service lies with NEC 300 and Comm 16.23. Page �_ of 2S0-SERIES 112 hp Submersible Effluent/Sump Pumps The UbertY 280-Series Provides a cost effective 'Mid- range" pump for on -site waste water systems, liquid waste transfer and commercial heavy-duty sump pump applications that require higher head or more flow. Designed around Uberty s unique "Uni-Body n the 280-Series will provide years of reliable oerf m All Models FeMurle: • Vortex We Impeller permit ng passage of solids up to W. • 416 stainless steel rotor shaft • Permanently lubricated upper and lower ball bearing • Epoxy powder coat finish • All fasteners - corrosion -resistant stainless steel • 1 yr' Discharge • Stainless steel bottom screen - eadiy removable • Maximum fluid temperature:14o' F. 2804kwiee cord Lengths Model 1o' 25' . 36' - 6ol 280 standard O and 0 tiorw 0 tkmai 281 stsrrdard Optiorra! Optional optiond 283 stWKIWd Optional Optional WA 287 Starxierd Optional WA WA 1 e' Oorrd Wrgth standard on art rrrodeta For OPbM%W 1w9the, day add "-Z -3 or -V AIM to niod@W rxwnbec F)=Tp1w fbrnwdsl 280 with 30' cord, order 280-3 Moser SpecMewons Y, hp So Hz 3450 RPM Oil filled, thermally protected (PSC) Perrranent Split Capacitor 8.0 amps 01 4.0 amps (208/230V) 12 ■■\W■■■■■/1■■■■�■■■■■■■■■\\� 0 38 114 158 192 228 9 Per Minute Dimensi al Weight. 29 Height:l Maltz :10' (model 28 im Sump i , 283...14" VMF...10' witch Model 281, 283 287 Isvel j!nj 13"level 7' 4. MOcW 283 %ahssa a racy adhntatils WW"r y *float DMOrOMW sbnenta can be made OwRy by tstM firs float to the ap- se dPe or on,er mo n*V Print Vwt cW float rrodd 2871s not Model280 Manual, Model281 Model283 =U Model287 no switch Wide angle float switch Wide angle float switch VMF.Beries Vertical mag- with quick- with series netic float for disconnect (piggy -beck) smaller pits - plug will operate in a 10' diameter sump C us Certified L"rty Pumps • 7000 Apple Tree Avenue • Bergen, Now Vork 141 6 . Pfrorw 800443-2660 Fax (686) 494-1830 WWW.libertypumps com c,Qy,r t C llberb pwnp% km 2017 AN Vft rs•er UrT MW ROeM 7 V G 2 0 1 400 48 A SECTION A -A rj _,, 4 7; i Lff 9.r356 �5 1 POWTS OWNER'S MANUAL & MANAGEMENT PLAN page_ of FILE INFORMATION I Owner �� Permit # nFRIr3N PARAMFTFRS Number of Bedrooms ❑ NA Number of Commercial Units it ANA Estimated flow (average) ygal/day Design flow (OW, (Estimated x 1.5) G Sop Application Rate , O gaVdaW InfluenVEffluent Quality Monthly average' Fats, Oil & Grease (FOG) 530 mg/t. Biochemical Oxygen Demand (BODJ s220 mg/L Total Suspended Solids (TSS) 5150 Pretreated Effluent Quality ❑ NA Monthly average" Biochemical Oxygen Demand (BODE) 530 mg/L Total Suspended Solids (TS$) 530 mg/L Fecal Coliform (geometric mean) s10r du/100ml Maximum Effluent Particle Size K diameter uerurcueurGcruannn r= 01 evarcu ccwt-WICATIONS Septic Tank Capacity at ❑ NA Septic Tank Manufacturer NA Effluent Filter Manufacturer ❑ NA ❑ NA Effluent Filter Model Pump Tank Capacity 00 l ❑ NA Pump Tank Manufacturer Nq .Pump Manufacturer ❑ NA Pump Model ❑ NA Pretreatment Unit ❑ Sand/Grgvel Fitter ❑ Peat Filter ❑ Mechanical Aeration ❑ Wetland ❑ Disinfection ❑ Other. Manufacturer Dispersal Ce(s) O In -ground (gravity) ❑ In -ground (pressurized) ❑ At -grade Aound ❑ D ❑ Other. • Vaknsa rypka(dorrmsW (norr-Wnmerdal) wastawater and septict.nk •res .•• Vshetreated wastewater. Service Event S Ice Frequency Inspect condition of tank(s) At least on ry months r(s) (Maximum 3 yra.) Pump out contents of tank(s) When combin sludge a m equals one-third (Y) of tank volume Irispeat dispersal cell(s) At least once9A ❑ months ear(s) (Maximum 3 yrs.) Clean effluent filter At least once every ❑ months r(s) Inspect pump, pump controls & alarm At least once every ❑ months r(s) O NA Flush latprats and pressure test At least once every O months r(s) ❑ NA Damn: ' At least once every ❑ months O year(s) ❑ NA 00W. At least once the ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an Ind ual canying one of Blowing licenses or certifications: Master Plumber, Master Plumber Resbict@d Sewer POWTS Inspector, PO S Maintainer, Septage Servicing Operator. Tank inspections must Include a visual inspection of the tank(s) to ides missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to for any back up or ponding of effluent on the ground surface. The dispersal call(s) shall be visually inspected to check uent levels In the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the Immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum In any tank equals one-third (n) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113. Wisconsin Administrative Code. The servicing of effluent fitters, m"nical or pressurized POWTS components, pretreatgment components, and any other maintenance or monitoring at keervals of 12 months or less shall be performed by a certified POWTS Mainaanner. A servk;d report shall be provided to the local regulatory authority within 10 days of completion of any service event START UP AND OPERATION For new constriction, prior to use of the POWTS check treatment tank(s) for the presence of paintin products or other chemicals that may Impede the treatment process and/or damage the dispersal cell(s). If high concegUations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. Paps — of — START UP AND OPERATION ut «other chemicals thElt For new construction, prior to use of the POWTS check treatment to (s) for the presence reo0nnCxrtreflf painting detected have the oontenta of tine may Impede the treatment process and/or damage the dispersal (s)• high tank(&) removed by a septage servicing operator prior to use. System start up shell not occur when soil conditions are frozen at the Infiltrative surface. During power outages pump tanks may fill above normal higt water levels. Whorl power Is restored the wMas wastewater will be discharged to the dispersal call(s) In one large doss, overloading the cell(a) and may ne&ruff In the backup or surface dhchwP of efflue"If To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator Prior to reatoring Power to ttte effluent pump or contact a Plumber or POWTS Maintainer to as" in manually operating the pump controla to rest" normal fowls within the pump tank. Do not drive or park vehldes over tanks and dispersal cells. Do not drive or perk over, or otherwise disturb or Compaak the area within 15 test down slope of Ilny mound or at -grade &oil absorption area. Reduction or elimination of the following from the wastewater street" may Improve the perfomtance and prolong ft life of the POWi$: antlblodw, baby wipes; cigarette butts; oardoms; Cnitort swabs; degreasers; dsrtW floss; diapers; disinfectants; fat foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; moat scrap°; medications; oil; painting produco; psatlddes•, sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POINTS falls and/or Is permanently taken out of service the following steps shall be taken to Insure that the system p propelly and safely abandoned In compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piptrrg to tanks and Pita stall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and psis shell be removed and properly disposed of by a Septage Servicing Opsrator. • After pumping, all tanks and plta shall t�excavated and removed or their cov moved and the Vold space filled with $mil, gravel or another Inert solid material. CONTINGENCY PLAN If the POWT8 falls and cannot be repaired the to\ngmeasurss havereplacement system: ❑ A suitable replacement area has been evalue utilizeThe replacement area should be protectedce endsetbacks horn s dating end proposed structuwells. for a crow Boll and site evaluation to establis effect at that time. ❑ A suitable replacement area Is not available due to setbec holding tank may be installed as a last resort to replace the The she has not been evaluated to Identify a euttable repo ; must be performed to locate a suitable replacement area. a last resort to replace the failed POWTS. Mound and S grade Boil absorption system& may be neq dace. Reconstructions of such systems must comPy wg <<WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY t ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK PERSON FROM THE INTERIOR OF A TANK MAY BE OIFI or must be taken, to provide a code COMPliOd d r the location of a replacement soil absorption systalm. paction and should not be Infringed area l UPW will Ian the urged lure to protect Viet systems men must �Py with the ruled in °roe. Replaoem'eM syst'err+s for Boll limitations. Barring advances In POWTS technology a POWTS. �area. Upon failure of the POWTS a soli and 6%'evaluation ,koement area is available a holding tank may be Installed as the rules In MN LETHAL GASSI .R ANY CIRCUMST T OR IMPOSSIBLE. following removal of the biomat at the infiltretive at that time. u uuruuee )R INSUFFICIENT OXYGEN. DO NOT DEATH MAY RESULT. RESCUE O� A Name Phone h, — r77 SEPTAGE SERVICING ^0ROATMO MPER LOCAL REGULATORY AUTHORITY Nam Phone 7�J-- Name Phorie ���— This doeuna M was drsaed In oomplience with cheptar BPS 3a3.22(2)(bx1)(d)&.(1) and 393.54(1). (2) a (3), WNoonsln Acknk* m" Code - ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer _1 '(- ST. PAML Mti Mailing Address U o kA t SS 1 SS 1 PP j g 1 V be 6U\J D Iv `fA S51 t7 `E' Property Address-f k)I City/State LEGAL DESCRIPTION TW11\1 SV121tjCnS RO ++vUL-TO1J wI in required from Planning & Zoning Department for new construction.) Parcel Identification Ntunber G4092-. Property Location t/4 , `/, , Sec. , T N R W, Town of Subdivision Plat: , Lot # Certified Survey Map # Volwne , Page # Warranty Deed # (before 2007)Volumc , Page # Spec house Dyesdto Lot lines identifiable ❑yes❑no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition am1/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the . standards set forth, herein, as set by the Department of Safety And'Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. Itwe am/are the owner(s) of the property desan'bed above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of rooms SIGNATURE OF APPLICANT(S) �Q% DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.' include with this application a recorded warraury deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed (REV. 04/12) a FED-) I ED CS tea,, _ o 53 APR 1 d 2020 Wisconsin 9JCgrwwrw-,Un y SOIL EVALUATION REPORT Page of Division of Sa t In Uance with Comm 85, Wis. Adm. Code �Y �- Attach complete site plan an paper not less than 8 112 x 11 inches In size. Plan must h include. bul not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O 3 2 — Z o 30r Please print all information. RembyM� '4 Date I PWrso" infoubon you may u"d for seow4wy puhpom (Pnv" Lehr. v. 15.04 (1) (m)). f' � ✓ ' s/2 1/ 2 6 Property Owner Property Location Oe ra mz, j Govt. Lot 1/4 114 S/� T N R2_j E ( w Property Owner's Mailir1p Address La clock # 1, Name or CSW Z 611 --s ss` - J ,✓ -C /" City State Code Phone Number 7 11 ❑ city ❑ Village W.gwn rest Road ❑ New Construction Use' esider" / Number of bedrooms Code derived design lbw rate GPO Replacement ❑ Public orJagrh�mwerdal�-D—esaibe:-------.-------._ ___ Parent material �� t� iP. J (AJ n.v_ t-.t' ��Flood Plain elevation if applicableGeneral cot ... im and etiona: �iverw Gve�lcz,�/�1 System a ./V Y nLZ ( System Elevation fL/[J ._ ✓ Icy=1 aBorirg # ®. Pit Ground surface elev. A. Depth to 6nhiting factor tl1 Soil Application Rate Florbv Depth In. Dominant Color Mursel Redox Descriiption ou. Sz. Cont. Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPDRF 'Eff#1 'ER#2 Pit Ground surface alev. J ft. Depth to Nmidrhg factor n. ca w....c.... ems._ r 1100MMM®M ©MrM� .. ,__.M���o�ov - trrxuerx wi - tsvu. > Ju < L!u mWL and t SS >Ju c 150 mWL • F:MLW t x2 - BOD. < 30 mWL and TSS < 30 mWL CST Name (Please Print) Sign CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 '� —2, 0 715-246-4516 Property Owner ❑7 Bonngpit Parcel ID # Ground surface elev. ` ft. Depth to ^g factor —i�l— in. Page o1 CM Amri,9 QMn W... - Boring # ❑ Boring ® Pit Ground surface elev. �! fl. Depth to limiting factor l L in. Sail Amlratim Ratn ©®, , WwMEM , ME�F/Ar I ifi�1 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to lOAN factor in. Sod Amliralinn Ratty Effluent #1 = BODE > 30 < 220 mpt and TSS >30 � 150 mpt ' Effluent 02 = BODE < 30 nglL and TSS < 30 mg1L 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. se0.U30 (RAW) 3 Property Owner _ © Boring # t❑r Boring L'Pit Parcel lD Or Ground surface elev. N. ft. Depth to knifing factor in. Page of Sail Aoolication Ratw Qu- Sz. Cont. Color =MGM M W A.... - MMo���oo Boring #❑ Boring 0Ty ,y/I 0 pit Ground surface elev. ` � ft. Depth to limiting (actor G L� In. $ryl AnrJiratirn Ratw MWAI/rL'1f71C' = �m® ©M , . WA WZYMOMMEMr�ANFeWM MIME FA Ell W-M, MM Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor In. ❑ Pit Soil AoaYradort Rate ' Effluent #1 = BOD, > 30 1220 mWL and TSS >30 � 150 mgA- ' Effluent #2 = BOO,130 mgiL and TSS < 30 ng1L 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. SaD.93)0 (R fiM) Soil Test Plot Project Name Jerome Ouimet Address 200 Missippi River Blvd N Apt. 4A St. Paul MN 55104 Lot 8/9 Subdivision 1/4 1/4S 14 T 30 Bird 37M #226900 Twin Springs Add. Wye 4/5/20 N/R20 W Township Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey pipe System Elevation !. 0,3 *HRPSame as Benchmark B.M.* -3 B-2 0% Slope ❑ B - 4 Bluff/Cliff Line O DW Sro Existing House to be torn down and replaced with a 4 bedroom house O Well to be abandoned Area of poor soils Property Line Scale = 1 /4" = 10' 0' 40' 80' I 1 1 Twin Springs Road LAND USE PERMIT APPLICATION OUIMET REPLACEMENT SEPTIC SYSTEM (1536 TWIN SPRINGS RD.) MIVORV U[ DaS1N0 lODt CONT" [E2nNG WnN AR CONTWR DEs1Mc sor QlWT I w TOP OF SLAB DLVAWN m MP OF 1 EILVA" [xsmD ■1IRNIOUS EDGE DESRw am ND a EID11mO WIOaSC EDGE G a Exam INEES AW BUSHES RESTING MID UK S.S. EWSTND SANTARY SEND UK 01011I4 SIDILI ![nDl Y[ EXIST UNDENWOIMD FWR OPTOS ENE Exmn NOMMOEND as Uw EDSI VNGEAPOINO CU[cmc UK crosnNO uNOFAtlt w R[LPHOW ENE Cx*m OKANCAD WOW EN[ j SOL WM4 N E a"m OAR V vt YY calm NIDRANT 6 Ex51M6 SAwrA Mamo[t 0 DE51E16 STONI SESDI [IANIIo t BID OCSIM STRAY SEND RRET ExS1ND IOW POIz M DOSENO 70 P OME PEDESTAL D RD[S[At pOSOR TRANNI INA O DOa[MO I1WT POIL a DOaIM OAS IIETDI tt TRAFM fWAE 0 DLCINO MANHOLE T DMSIMO SICK TRAFM W McVAR I C(AN. WT ca901 VpAA(NT (AS WM) OsO.NO JLY. WMr NuuP ■ [qI0 iVI EM m"mo rOVO �.n' alma o-ucrte IRON PVL roue 0 Te' Wm DuET ivW Pn m rpxp aee' SMrEr YpAN(NI p F u v.E g ® Yi h[ % AT NTN ( ) RDOSBW dSi.vCt SONNEWAG CONSMING, LLC. 616 TOWER RR HVDSON, W154016 PH.651-334-3332 JERRYQ SPIDGETOUIMET X70 MISSISSIPPI RIVER PLVD N. - APTAA WNTPAUL MN 55104 REPLACEMENT SEPTK SYSTEM LOTS 8 & 9 - PLATOF TWIN 5PRINGS ADDITION PARTOFGOVERNMENT LOTS, SECTION W T50N. P=OW. TOWN OF SOMERSET. 5T. CPOIX NAw CPS a CHECKED BY: )M5 DATE- 5l11/=o DWG FILL 195.OVIMET REF FILE: JOB NUMDEN: 195-OUIMET TITLE SHEET SHEEP' NO. T1-0 (s) M x ww Ell H Z g Sa �m�yF m O 3, ¢ oc F F ao �',@sa� i o4 ggpp�� ZZ noon>i m m o k z vV •off a� a �,..�ZO oa �o wr p CC OZZ �o ina vim '�� c y z S y r- E 3 z q �i v c Z, \ 1 o \ XI L99 \ \ t 9a U� m �'o CP 694P 00 \ I OD LL VLL \ \ \ 10. _ \ \ \ \ \ 961 ¢ r9�p \ \\ \ \ \ \ R1 991a 99 Lq OD 0,18 1.1 ery9 4L9 'e. o bbb i P 06. Op CO sosus` \\* \off 1. Yw �y0, ,CL ' \ \ \ \ \ \ \ \ \ \ \ \ \ S Osr r \ \ \ •\ \ \\ \\ \\ \ �.D \ \ c S aCr \\\ \ \ \` \\\�\ \\ �Q I / Yr'b \ \ 91 \ rs�� \ \ \ \ \ \� \ \\ \ \ \ \ \ \ y\\\\ \ `\ W W 9 O \ I \ \ \ \ \ \ \ � O ui LLc��a LL p w ZO�� O 0. O 00 1' x UI2 W LL W 8O CL No it 0) GO IL fJ B � � /vim g\,O '0_ o `— 5�/ // OO\c�tJQ m SECONI _19 0p / Oy/ �� a to (o� - / / jai / / ` �e �� P01 ^�yorP".� y s �oOOPFPQL / // � �1 �JG(p10��� / "8 / SO 'o�� �` / / / ��J �y Py\�r��� 00�F� y\O NEW SEPTIC TANK (EXACT LOCATION DETERMINED y\�(F,�,p\Mo �P X �// 6p 867 BY DESIGNER) 0���\ �OW��iO� GOJ 09 d \!� y0t GAO\pq / ARY 6 F d�e �cQ �tt� \�y LUFFLINE — G0- 90�C210".t�`' / 10 'PO IF 1z j90 ,flG � T rp too A m� OS, o� Gfa STL 'TREE REMOVAL IS LIMITED C � TO ONLY THOSE REQUIRED 'fi FOR SYSTEM INSTALLATION \e>01 _4� N BST F BLUI 0 20 40 Feet \ O m / C4 T n n ao 00 c a INV. 0 0� SONNENI'AG CONSULTING, L1,C. 616 TOWER RD. HVDSON, WI 54016 PH 651-334-3332 TERRY 4 BRIIDGETOLAMET 200 MISSISSIPPI RIVER BLVD N. - APT4A WNTPAVL, MN 55104 REPLACEMENT SEPTIC SYSTEM LOTS 8@V-PLAT OF TWIN SPRINGS ADDITION PART OF GOVERNMENT LOT 3, SECTION 14, T30N. RX7W, TOWN OF SOMEASET ST CROM THE ELEVATIONS SHOWN ARE ON HAVD 19W DATUM DERIVED FROM OPS OBSERVATIONS AND ST. max COUNTY LDAR DATA. VERIFY/MAINTAIN MINIMUM ELEVATION OF 865.5 AROUND ENTIRE PERIMETER TOWARD THE SHALLOW SWALE X-SECTION NOT TO SCALE MATCH EXISTING GRADE INSTALL INSTALL ADJUSTABLE COLLAR AND INLET GRATE MATCH EXISTING GRADE 6' DEPTH REBLOCK WALKOUT DOOR TO MATCH ADJACENT WALL AND PROHIBIT WATER ENTRY. EL. 866.0 i/— DRAWN BY: )MS CHECKEDBY: )MS DATE: 5/1_/_0 DWG FILL /95-OVIMET REF FILE: JOB NUMBER: 1V5-CVIMET REVISION DLSC. SrAFT1 EL 865.5 — € M5� — _ — LVP SVBMITTAL 1M5 EL. 864J5 4� of Compost mixed with Bond soil. Shallow PROVIDE WATER —TIGHT CONNECTION P Y 6, swale and areas immediately adjacent shall be planted with a seed mix of native deeply rooted grasses. Options include Prairie Dropseed, Sideoats EXISTING CULVERT INV. 863. Groma, Blue Groma, Indian Gross, June Grass, and Little Bluestem. CULVERT RISER NOTE: CULVERT RISER IS INTENDED TO PROVIDE AN EMERGENCY OVERFLOW TO AVOID CREATING A NEW CONCENTRATED DISCHARGE POINT ALONG THE BLUFF. IDEALLY, STORMWATER PALL INFILTRATE INTO THE EXISTING SOIL WITHOUT CREATING SATURATED UNSTABLE SOILS. SIi'E PLAN AREA SHALL BE MONITORED AND THE RISER COLLAR SHALL BE ADJUSTED AS NEEDED TO PROTECT THE BLUFFUNE STABIUTY. STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM THE BLUFFUNE AND THE SHALLOW TRENCH TO THE MAXIMUM EXTENT PRACTICABLE. IF THE BLUFFUNE STABILITY IS PROTECTED, THE SHALLOW TRENCH CAPACITY SHALL BE REDUCED TO AVOID CREATING SHEET NO. EXCESSIVE SUBSURFACE FLOW THAT MAY DISSOLVE SUBGRADE LIMESTONE BEDROCK. SEE OWNER FOR ADDITIONAL DIRECTION. C2-0(S) EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES MUST BE INSTALLED BY THE CONTRACTOR PRIOR TO ANY OTHER LAND SEEDING DATES CENTRAL ZONE DISTURBING ACTIVITIES. EXCAVATION, SOIL PLACEMENT AND RAPID eTwm, nennu nr orowrwD c. r re MUST BE ACCOMPLISHED PRIOR TO THE NEXT PRECIPITATION EVENT 2. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE CONTRACTOR. CLEANING, ADJUSTING AND REPLACING EROSION CONTROL DEVICES SHALL BE DONE AS NECESSARY THROUGHOUT CONSTRUCTION. ALL EROSION CONTROL DEVICE MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORK DAY. THE CONTRACTOR SHALL PERFORM SITE INSPECTIONS AT LEAST ONCE PER WEEK AND FOLLOWING EACH RAINFALL EVENT OF 1/2-INCH OR MORE. ALL MAINTENANCE WILL FOLLOW AN INSPECTION WITHIN 24 HOURS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THESE WEEKLY WRITTEN REPORTS OF ALL INSPECTIONS CONDUCTED. SEEDING REQUIREMENTS TIME PERIOD DATES TYPE OF SEEDING SPRING APRIL 15—JUNE 1 PERMANENT SUMMER JUNE 2—JULY 31 TEMP RARY• LATE SUMME AUGUST 1—AUGUST 21 PERMANENT FALL AUGUST TOB R 15 TEMPORARY* LATE:FALL N VEMBER 1—SNOW COVER DORMANT WINTER NO SNOW COVER—APRIL 14 FROST SEED 3. EROSION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO THE PLANS AND THE DETAILS OR AS APPRCVED BY THE LOCAL AUTHORITY, MATERIALS 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES WHEN NECESSARY TO PREVENT APPLY FERTILIZER PER MANUFACTURER'S RECOMMENDATIONS OR EROSION. CONTACT THE LOCAL AUTHORITY IN ENVIRONMENTALLY SENSITIVE 5. TRACKING PADS SHALL BE INSTALLED AT ALL CONSTRUCTION SITE EXITS TO PREVENT TRACKING OF SOIL. AREAS. MULCH WITH 1 � TONS PER ACRE OF STRAW OR HAY TRACKED SOIL SHALL BE COLLECTED (BY MEANS OF SWEEPING RATHER THAN FLUSHING) FROM PAVED REASONABLY FREE FROM GRAIN AND WEED SEED. IF OTHER ROADS LOCATED NEAR THE CONSTRUCTION SITE AT THE END OF EACH WORK DAY AND AS DIRECTED BY THE MULCH MATERIALS ARE USED, THE RATE OF APPLICATION SHALL LOCAL AUTHORITY. MEET THE MANUFACTURER'S RECOMMENDATIONS. 6. EXISTING VEGETATION SHALL BE REMOVED ONLY AS NECESSARY TO PERFORM CONSTRUCTION ACTIVITIES. CLEARING OF LARGE AREAS THAT ARE CLEARLY OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE 'SEED A TEMPORARY COVER CROP OF OATS, WINTER WHEAT, OR PERMITTED. RYE AT A RATE OF 110 POUNDS PER ACRE. A PERMANENT 7. EROSION CONTROL DEVICES SHALL NOT BE REMOVED UNTIL THE AREAS SERVED HAVE ESTABLISHED SEEDING SHALL BE COMPLETED DURING THE NEXT ACCEPTABLE VEGETATIVE COVER SATISFACTORY TO THE LOCAL AUTHORITY. TIME PERIOD FOLLOWING A TEMPORARY SEEDING. 8. STABILIZATION OF ALL EXPOSED SOILS (INCLUDING STOCKPILES) MUST BE INITIATED IMMEDIATELY TO LIMIT MINIMUM PURE LIVE SEED (PLS)•' RATE PER ACRE AND TOTAL SOIL EROSION (IN NO CASE IMPLEMENTED LATER THAN 7 DAYS AFTER CONSTRUCTION HAS TEMPORARILY/PERMANENTLY CEASED FOR INDIVIDUAL AREAS). ONCE DISTURBED, GRADING OF INDIVIDUAL POUNDS OF SEED NEEDED AREAS SHALL CONTINUE UNTIL FINAL GRADES ARE ACHIEVED TO ALLOW FOR THE TIMELY INSTALLATION r' r )Ilow Swale SEED. SOD AND/OR LANDSCAPING. 9. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTANCE OF THIS PROJECT. EROSION CONTROL MEASURES AS SHOWN SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECTING ALL EROSION CONTROL PROBLEMS THE REQUIRED REPAIR, REPLACEMENT, OR ENHANCEMENT SHALL BE COMPLETED WITHIN 24 HOURS. ADDITIONAL EROSION CONTROL MEASURES. AS REQUESTED IN WRITING BY THE STATE OR LOCAL INSPECTORS SHALL BE INSTALLED THE NEXT BUSINESS DAY SEED MIX Al SPECIES MIX % RATE 4 —SEE 1WDOT SECTION 630 FOR SPECIFICATIONS AND POSSIBLE ALTERNATES (IE. MIX /75) K N U KY LU A SOFT HARD FESCUE 20 RED FESC`U_E___3U_OR PERENNIAL RYEGRASS 15 PLS= % GERMINATION x % PURITY 10. DURING WET PERIODS, THE CONTRACTOR SHALL SUSPEND THOSE CONSTRUCTION ACTIVITIES WHICH RESULT IN TRACKNG ON PUBLIC STREETS. THE CONTRACTOR SHALL CLEAN ALL TRACKED MATERIAL FROM PUBLIC STREETS AT THE END OF EACH DAY AND AT OTHER TIMES AS DIRECTED BY THE LOCAL AUTHORITY. 11. SLOPES EXCEEDING 20% SHALL BE SEEDED AND STAKED WITH EROSION MAT IF SUBJECT TO SIGNIFICANT CONSTRUCTION SEQUENCE RUNOFF PRIOR TO PLACEMENT OF SOD OR SEED AND MULCH. 12. REMOVE SEDIMENT DEPOSITS WHEN BUILD UP EXCEEDS 1/2 OF THE EROSION CONTROL DEVICE (CHECK DAM, 1. MAY 2020 - INSTALL EROSION CONTROL FILTER SOCK, SILT FENCE) ETC. MEASURES AND HOLD PRECONSTRUCTION 13 LIMIT GRADING TO THE AREAS SHOWN ON THE PLANS. NO MATERIALS STORAGE. VEHICLE TRAFFIC. OR MEETING. GRADING MAY OCCUR IN UNDISTURBED OR BUFFER AREAS (SLOPES >20%) SHOWN ON THE PLAN. SHOULD 2_ MAY - DEMO EXISTING PATIO AND ABANDON CONSTRUCTION REQUIRE ADDITIONAL DISTURBANCE, CONSULT WITH THE LOCAL AUTHORITY PRIOR TO EXISTING SEPTIC SYSTEM. ESTABLISH PROPER EROSION CONTROL. STAKE DETAIL SEDIMENT L WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING LO CHANNEL BOTTOM 24 MIN. SEDIMENT LOGS — WOOD STAKE SEE DETAIL NOTE: REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT S. STAPLE PATTERN REC0IWIDA7IONS FOR SLOPE INSTALLATIONS. 1. PREPARE SOIL BEFORE INSTAWNG BLANKETS. INCLUDING APPLICATION OF FERTILIZER AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O-SCCD MUST BE INSTALLED WITH PAPER SIDE DOM. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6' DEEP X 6' WADE TRENCH. BACI6LL AND COMPACT THE TRFNOI AFTER STAPLING. 3. ROLL THE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE, 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED NTH APPR016MATELY 2' OVERLAP. S. WHEN BLANKETS MUST BE SPLICED DOWN ME SLOPE. PLACE BLANKETS DID OVER ENO (SHINGLE SSt.E) WITH APPROCMATELY 4' OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY I; ART. 6. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SLOPE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS RECOMMENDED BY THE MANUFACTURER. 1 EROSION CONTROL MAT - SLOPE INSTALLATION N.T.S. 3. MAY - INSTALL NEW SEPTIC TANKS AND MOUND SYSTEM. 4. STABILIZE. SEED, AND MULCH DISTURBED AREAS. 5. FALL OF 2020 - REMOVE EROSION CONTROL MEASURES ONCE THE SITE IS PERMANENTLY STABILIZED. :EDBED PREPARATION DURING THE RECOMMENDED SEEDING PERIODS. SEEDBED PREPARATION SHALL IMMEDIATELY FOLLOW CONSTRUCTION ACTIVITIES. PREPARE A FINE, FIRM SEEDBED TO A MINIMUM DEPTH OF 3 INCHES. INOCULATE LEGUMES WITH THE SPECIFIC INOCULUM FOR THE SPECIES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHEN USING A HYDROSEEDER, FIVE TIMES THE RECOMMENDED RATE OFINOCULANT SHALL BE ADDED TO THE HYDROSEEDER. INOCULANT SHALL NOT BE MIXED WITH LIQUID FERTILIZER. SEED GRASSES AND LEGUMES NO MORE THAN I INCH DEEP. SEED MAY BE BROADCAST OR DRILLED AS APPROPRIATE TO THE SITE. SEEDING SHALL BE DONE PRIOR TO MULCHING, EXCEPT FOR DORMANT SEEDINGS. SPREAD MULCH UNIFORMILY. STRAW AND HAY SHALL BE APPLIED AT 1 I TO 2 TONS (60-70 BALES) PER ACRE (6-7 STRANDS THICK). STRAW MULCH SHALL BE ANCHORED INTO THE SOIL APPROXIMATELY 2-3" USING A SERRATED DISK. MULCH MAY ALSO BE ANCHORED USING LIQUID TACKIFIERS OR NETTING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEDDING PACK ANIMAL MANURE MAY ALSO BE USED AS MULCH. DORMANT SEEDING —MULCHING SHALL BE DONE PRIOR TO SEEDING AND IMMEDIATELY AFTER SEEDBED PREPARATION. GEOTEXTLE III FABRIC FLOW DINECTM \� e• rho N 25. FABRIC GEOTEXTILE - FABRIC ONLY BAG61LL AND COMPACT r TRENCH WITH EXCAVATED SOIL ATTACH THE FABRIC TO POSTS 'NTH WERE STAPLES OR WOODEN LATH AND NAILS TRENCH DETAIL \ 4 ILT FENCE DETAIL \ 4o N.T.S. NOTE FILTER SOCKS USED IN LEU OF SLT FENCE ll�SMALL BE STAKED SIMILAR TO SEDIMENT LOGS. m G• STAKE TO BE PLACED AT TOE OF SLOPE, BOTH SIDES NOTE: INSTALL ALONG CONCENTRATED FLOW AREAS DISTANCE BETWEEN CHANNEL BOTTOM AND TOP/ CHANNEL X 100 . SEDIMENT LOGS SPACING (FT) OFINSTALLEDINSTALLED SEDIMENT LOGS (D)(FT) GRADIENT (%) 42 SEDIMENT LOGS 4�o N.T.S. 3 ONE TRACKING PAD 4-O N.TS. 'INSTALL ONLY IF TRACKING ONTO PUBLIC ROADS OCCURS. SONNENTAG CONSULTING. LLC. 616 TOWER RV. HUPSON, WI 54016 PH. 651-334-3332 TERRY& 61UDGETOVIMET 200 MISSISSIPPI RIVER BLVD N. - APT4A SAINT PAVL MN 55104 REPLACEMENT SEPTIC SYSTEM 1536 N LOTS Btr Y - PLAT OF TWIN SPRING$ ADDITION PART OF GOVERNMENT LOT 3. 5ECT10N 14, T30N. RAW. TOWN OF SOMERSET. 5T MIX THE ELEVATIONS SHOWN ARE ON NAVD 1988 DATUM DERIVED FROM )PS OBSERVATIONS AND ST. CROIX COUNTY LIDAR DATA. DRAWN BY: )MS CHECKED BY: )MS DATE' 3/1_/]0 DWG FILL 1505_OVIMET REr FILE: JOB NUMBER: 195-OUIMET EROSION CONTROL DETAILS SHEET' NO. C40(s)