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Home My WebLink About040-1329-53-000Wisconsin 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 DCCI Land Planners LLC TOWN OF TROY CST BM Elev: Insp. BM Elev: BM Description: qq . S� M *z Ch sa�I TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Wie -5v' L,n.�, Dosing �( SD 5 �. I Aefa#ten Hbfd�g 5 2-5 TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic , Dosing Holding PUMP/SIPHON INFORMATION Manufacturer Demand �au�D GPM s0of' Model Number E P IDS 2�. og TDH Lift Friction Loss System Head TDH Ft G ' �'� I . (� 3 8 y. 55 1 S. 31 Forcemain Length Dia. Dist. to Well1 90, � i W SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651259 State Plan ID No: Parcel Tax No: 040-1329-53-000 Section/Town/Range/Map No: 17.28.19.2353 STATION BS HI FS ELEV. Benchmark (9. 22 lD5. 81 cl 7 - S9 Alt. BM Bldg. Sewer St/Ht Inlet /� 93 9V 8�3 St/Ht Outlet Dt Inlet Dt Bottom 1 11 23 9).58 Header/Man. ,5. I dD. :?l Dist. Pipe Bot. System Final Grade Cover F; I fer- Caler Contoor- $l 9S.DO TP 1 : I✓;14w Covex- 2).s 1 D-L. (0$ qq . l 8 BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 9SD I T�enA U)l 3 SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT Manufacturer: _ _l� Type Of System: mound 39 1 (D y 1) � Model Number: _E_Z DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake ki Pipe(s) 5❑-z Length Dia Z Length So Dia I.5 Spacing 25 SOIL COVER x Pressure Systems Only tcx Mound Or At -Grade Systems Only Depth Over I Depth Over x Depth of 1xx Seeded/Sodded Ixx Mulched Bed/Trench Center Bed/Trench Edges opsoil .. [X Yes ❑ No ❑Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Location: 477 MICHAEL CT 1.) Alt BM Description = 2.) Bldg sewer length = 25' -amount of cover = 16" � Inspection #2: AJUT-S: 1) Wv Je tk 'i�s�a�Ic� Q �'%-nz a� i�s{��a1�a�• z� 30', ih5 P'aI WJe ( 4 b14,- �.- Lacai-io., o-F ,S p--ic. 4-4, c�,�,�5ed. %r1l�ttii�ld�1 a� w,oJhd �n�� moo. c��k�r -�o fbr+� end '5) O�oJstl�afii,y eipLj 1G.re. Ia, I&) t rbm 1"� 0� %SyUid ► u1/ 4w n ups br the ends. 14) z7 b o Sq i4 rv_j'q . Z. 1 74' OF 544 provi 4e-d. Plan revision Required? Yes ❑ No I I 1 s 23 15 Use other side for additional information. SBD-6710 (R.3/97) 5rm MAW-W4 Date Insepctor's Signat a Cert. No. "'.. -Departments o sE w lervices, Sa e% 152V21ty Prcfessicia� St Croixf► - - 31. ` , P Sarrit Inv Perm t Number (to be tilled in h)co l , , L �„ Industry Senricc . DiviAo,nCraix C ��llty :4 Community Development `� Sanitary Permit A lication � _ � State Tranwtton Number - In accordance with SPS 83 21(2), Wts Adm Code, sub,tzissiotl of,this form to tJiic appropria:c govemrnerital unit is required prior to obtainir19 a sanitary permit Mote: Application foyrns for State-owned PC)V«-TS are submitled to Proicct Ad&c.ss 01-611'1irent than mailing adiftess) the Department ofSatety and Professional Services Personal lilt-ormalion you provide may tic used for Secondary pulposes in ac.curdance with the Privacy I.mv, s 15 04(l)(m Mats .. Application In —Please print All Infor-matitan IM.kC 4QL . -.-- 'rciper`y f)u�r�t�r's NU331c DCCI INVESTMENTS LLC 040-1329-53-000 Property Owner's Mailing 1 Address — w � �— — -------- ,operty LocatioE, 1505 H'` 05 PO BOX 445 ......._ Gi�vt_,ot -- __ -- ..- W Cif°, State lil) i MIC Phone Numbet NEW RICHMOND I 54017-S WL- ,- -- -SE Section :AZ It. 7'ypc of Building (check all (fiat apply) ,cat �{ 9 I N R E: t}r VAC V l or 2 Fain fly Dwelling - Number o11 Bed:(x-,tj)s 5 53 Subdivi-sion Narnc Block -4 MEADOW RIDGE OF TROY 0Purl ic,Cverir�zercia! -- Describe Use Cd City of State Owned -- Describe Use .... ...............�. - CSM Number 0 Village of �d "I'owst v� TROY III. Type of I'[IWTS Permit; (Check either "New" or• "Replacement'" and other applicable on lint A. {Check one box on lime R. Complete line C i �.lirahlc� A Ncty Replacement Systel-r-, , Other Modification to Exrsting System 4x lain � � - } ( p ) :�dditior7rtl Pretreatment CJn'# (explain ` U Holding Tank i � lt�-Cirourrd �_ At -Grade X. Mound tt Ej Individual Site Design Ot er ,rvpe (explain) 2- C. a Renewal Refure Revision } List Previous f`errrrrt Nuinber and Date 11s.sued C.l�ar3ge tail Plumber Transfer .o New (hkiier Lxpirat inr� IV. DiVersalfl`t-eatment Area and "T`art k tnfor•niation: �C Z. d Design blow, (gird) Design Soil Ap plicatio Rate(gpd/st) Dispersal .P�rcya Itcc�uir-ed (sr) l?istsers��i Arai 1'rc�poesed{so System I.ievattor} 750 .0 j �� 0 �.5� 705.00 100. 00 apacIty. in Total �; 01 anufxct irer Tank Information Gal 011S Gallons Units � ♦ 2 s -� U a� New Taril:s Exi r.itt 'I'arii:x PO a V` n t3 M Sv-t-ztie or l; .. 1585 WIESER X Dosing Cltambcs X - 950 WIESER X V. Re;►poosibitity Statement- 1, the undersigned, assume responsibility for iostaltation utrthe PaV47S shorn on the attaetre€1 plan`. ---- _. t'!usr7!;er's Ni ire (Print) PlumbrCs Signature - - MILI/MPRS Number HUN-iiwss Phone Number PAU L R K O E H LER •-.—.-..._..._ .. 225410 u_. r ddress f Stt ir' , City, State" Zip Code) _ 4 2 0 321 WISCONSIN DR NEW RICHMOND 54017 V1. County/0 e ae° merit tie Disan Petltxrt Date Issed IssurnSi proved, rtattre'p<AT,CL tivn Y ell case Denial Condt'LlOirs I A.pp1'"a c rt. pprova SYSTEM OWNER, 3 Al �t�e- w�, tp� K C� FIB- (Az cat - ma`s �- 1. rapt tank, effluent filter anddispersal cell � � �" { lust be se vlc d / ma'lnt3ine� as per management plan l'evided by pl'umber. . All setback requirements must be maintained as ,per applicable code ! nAinance , "<ItAch if) conlj&lu rila s fur the system :and submit to (tte County only on palter not less than 8 02 % I I incites in sic _ T� S131)-tii99 (R. 01i22) Conducted by; Schmitt & Sons Excavating, Inc.. Thomas J. Schmitt, CST 227429 586 Valley tifiew Trail Somerset,Wl 54025 Phone: 71 -75 -1978 . SIq rral�tr - rr Date 6 Backhoe PR Bench Dark 1 El, 100.00" Top of 2" PVC pipe A Bench Mark 2 El. 99.59' Top of 2" PVC Pipe slope= 9% ` Scale V= 60' Contour Lime EL 99.88' 14-J . 1,N UPDATED SITE PLAN Fief 2148 Page 3 of 3 Conducted For: Name: DCCI Investments, LLC Address: 1505 Hwy 65 City, State, Zip: New RiehmDnd, W154017 t Subdivision: Meadow Ridge of Troy Lot No.: 53 Legal Description: SWII4 SL14 S17 T 9N R19W Township, county: Troy Township, St Croix County Contour Line Length 1 0o' PmPoseo Ile 4W- h A Lq r 1CO x_27, Conducted by: Schmitt & Sons Excavating, Inc.. Thomas J. Schmitt, CST 227429 586 Valley view Trail Somerset,Wl 54026 Phone: 716-760-1978 oats 8 Backhoe Pit ° Bench Mark 1 Ef.100,00' Top of 2" PVC pipe Bench Mark 2 El. 99.69' Top of 2" PVC Pipe Slope= 9% Scale V= 60' Contour Line EL 99.88' Ref 2148 Page 3 of 3 Conducted For: Name: DCCI Investments, LLC Address: 1505 Hwy 65 City, State, Zip: New R#chmond, WF 54017 Subdivision: Meadow Ridge of Troy Lot No.: 53 Legal Description: S W1/4 SE114 S17 n9N R19iW Township, County: Troy Township, St Croix County Contour Line Length 1004 r Wisconsin Department of Safety and Professional Services Division Industry Services of 4822 Madison Yards Ways` Y PO Box 7302 Madison, WI 53707 'STUN 10- August 14, 2023 CUST ID NO.: 225410 PAUL R KOEHLER 321 WI SCONSIN DR NEW RICHMOND, WI 54017 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/14/2025 MUNICIPALITY: TOWN OF TROY ST. CROIX COUNTY SITE: DCCI INVESTMENTS LOT 53 MEADOW RIDGE OF TROY 477 MICHAEL COURT HUDSON, WI 54016 SW 1/4 SE1/4 SEC 17 T 29 R 19W FOR: Design Wastewater Flow Value: 750 Bedrooms: 5 Limiting Factor(s): 12" Below Grade Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: http://dsps.wi.gov Email: dsps(d�wisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-082301689-C Application No.: DIS-072333799 Site ID No.: SIT-119333 Please refer to all identification numbers in each correspondence with the Department. )banditlonarlly APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE EZflow Mound Component Manual - (December 15, 2017) SITE REQUIREMENTS • A full size 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. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)". • This system is to be constructed and located in accordance with the approved plans and with the EZflow Mound Component Manual, (December 15, 2017) 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 and Wis. Admin. Code 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. 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 101.01(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, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/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. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 ff,ot&Xw WWw Aw4ew Balance Due: $0.00 Matthew Janzen Refund Expected: $0.00 Division of Industry Services Phone: 715.340.0407 Email: matthew.janzen@wisconsin.gov EZHOW' MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Small Commercial Application INDEX AND TITLE PAGE Project Name: DCCI INVESTMENTS --- DOUGLAS LOYD Owner's Name: DCCI INVESTMENTS Owner's Address: 1505 HWY 65 NEW RICHMOND WI Legal Description: SW 1 /4 S E 1 /4 S 17 T29N R 19W lCondltionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DNISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Township: TROY County: ST CROIX Subdivision Name: MEADOW RIDGE OF TROY Lot Number: 53 Block Number: Parcel I.D. Number: 040-1329-53-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 EZflow mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications Designer: PAUL KOEHLER License Number: MP 225410 Date: 07126/23 Phone Number: 715-246-2660 Signature: �,. "'� --"""' Designed Pursuant to the Incorrect version Mow Mound Component Manual Ver. p August 20, 2007, SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01 /81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 2.1 EZfdow Mound Version 3.0 (R. 3/1/12) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet (r or c) Site Information Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Installation Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/ft) 500.00 I.50 750.00 9.00 98.00 12.00 0.60 Distribution Cell Information 9.OQ Cell Width (ft) 3 4 5 5 7 8 9 or 10 Onl 1.00Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c or e) c Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (in) (e.g. 0.25) Estimated Orifice Spacing (ft) _ Forcemain Diameter (in) Forcemain Lengtjft) Inside Pump Tank Elevation (ft) Forcemain Filter Loss (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) 3 6 0.156 3.50 2.00 60.00 88.00 0.00 4.55 11.58 1.87 18.00 Lateral Diameter Selection in. dia. a Lions choice 0.75 1.00 x 1.25 x 1.50 x X 2.00 x 3.00 x Treatment Tank Information 1585.00 Se tic Tank Capacity (gal) Weiser Concrete Manufacturer 120.00 Contour Length Available (ft) 85.00 =Dispersal Cell Length (ft) Are the laterals the highest oint in the distribution _ Y`� network? Enter Y or N If N above, enter the elevation ft of the highest point. 10.63 ft /orifice Does the forcemain drain back? IY Enter Y or N 9.79 Forcemain Drainback (gal) 114.91 5x Void Volume (gal) 124.69 Minimum Dose Volume (gal) 38.77 System Demand (gpm) - ---------- - Manifold Diameter Selection in. dia. options choice 1.25 1.50 x 2.00 x X 3.00 Gallons/inch Calculator (optional) 1075.00 Total Tank Capacity (gal) 43.00 Total Working Liquid Depth (in) 25.00 gal/in (enter result in cell B49) .Dose Tank Information Effluent Filter Information 950.00 Dose Tank Capacity (gal) ! lock Filter Manufacturer 25.00 Dose Tank Volume (gal/in) 525 Filter Model Number Weiser Concrete Manufacturer Project: DCCI INVESTMENTS --- DOUGLAS LOYD Page 2 of 8 T J A L Mound Component Dimensions A 9.00 ft E 33.72 in H 1.00 ft K 13.22- ft B 85.00'ft F 12.00 in 17.71'ft L 111.43 ft (b 24.001 in G 0.50 ft J 8.27 ft W 34.98 ft 765.00 (ft2 ) Dispersal Cell Area 2270.55 (ft2 ) Basal Area Available 8.82. (gpd/ft) Linear Loading Rate 8.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View EZflow Dispersal Area Finished Grade 102.00 (ft) Mound Plan View 1/10 B Observation Pipe K 5 B low ...... .... I H G F Dispersal Cell 100.50 (ft) Lateral Invert Elevation 100.00 (ft) 6 00 Dispersal Cell Pi Elevation D 98-00 (ft) Contour Elevation 9.0 % Site Slope Typical Dispersal Cell Shading Key P1 METopsoil Cap 0 -0 > 0 10 See Page 5 2 Subsoil Cap aC:0 - o'cApproved Geotextile Fabric Cover A ASTM C33 Sand 0 2.0 ft _T 4 Tilled Layer r '7- EZflow Media '0 11 F 0.5 ft Q) 0 —4— � A 7 See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: DCCI INVESTMENTS --- DOUGLASLOYD Page 3 of 8 Center Connection Lateral Layout Diagram Forcemain co€ motion via tee or cross to manlfoid at at poW., Laterals are Identical P T` s • « Turn -up v4ball vshre or � - 024 laterals & kxee main of PVC Sch 40 cl�nout u per SPS Table 384.30-6 C"kes poirn up, ewtvpt every 5th one ports down for drainage, Number of Laterals Lateral Diameter Lateral Length (P) Lateral End (Z) Lateral Spacing (S) Lateral Flow Rate System Flow Rate 6 Orifice Diameter in Orifice Spacing (X) ft Orifices per Lateral ft Orifice Density ft Manifold Length gpm Manifold Diameter gpm Forcemain Velocity 0.156 in ft ft2/orifice ft in ft/sec 1.50 3.63 41.75 12 NA 10.63 3.00 6.00 6.46 2.00 38.77 3.96 Dose `Wank 1nfermatipn Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC ---► Tank component is properly vented niser Concrete acit 950.00 L.VO'Ume 25.00 Dimension Inches Gallons A 20.01 500.31 B 2.00 50.00 C 4.99 124.69 D 11.00 275.00 Total 38.00 950.00 Alarm Manufacturer Alarm Model Number Pump Manufacturer oulds � Pump Model Number EP05 Pump Must Deliver 38.77 gpm at 18A0 ft TDH Note: Switches containing mercury may not be used in this system, 4 in. min. Alternate outlet location Forcemain diameter 2 in. Weep hole or anti - siphon device Pump off elevation .(ft) F-88.92 Dose tank elevation (#t) 88.00 Project: DCCI INVESTMENTS --- DOUGLAS LOYD Page 4 of 8 EZfiowo Distribution Cell Media Layout L�9-00 Cell Width (ft) 1.50 ISIdewall to Lateral (ft) Distribution Cell Cross-section Arrangements Component Legend SR1-7A Bundle - 5 ft or 10 ft lengths SR1-12A or EZ 1201A in 5 ft or 10 ft lengths SR3-12H or E.Z 1201 P or SR3-12H in 5 ft or 10 ft lengths 4" Perforated Distribution Pipe With Pressure Lateral Inside Turnup Enclosure a— -ft � am am Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical wi.1..1.wwY L.-9-00 Cell Width - A (ft),I...85.00Cell Length - B (ft) Center Connection Lateral Layout Diagram I -. Force Main 9 ft Wide Center Manifold Project: DCCI INVESTMENTS --- DOUGLAS LOYD Page 5 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name count side lumbin Phone 715-246-2660 PGWTS Regulator's Name aul koehler Phone 715-246-2660 System Flog and Load parameters Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 500 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1585 gal Maximum TSS 150 mg/L Soil Absorption Component Size 765 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliformp >10E4 cfu/100 mL eXrlce Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other 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 EZflow Mound Component Manual Viler. August 20, 2007. 2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component Manual Ver. August 20, 2007. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished Grade = w + • 4 6-8 D .'� Lh~'. R_ ' +- Threaded Cleanout iameter Lawn t • .. • i , Spunkier Valve Box Plug or Ball Valve • A k 1 + Lateral Ends at Last Orifice Where Variable Length Cleanout Begins EZflow Synthetic Media "i Distribution Lateral 0+4 a , .,ter w .�. •y ,. .. 126 Feet Lateral Cleanout --► Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: DCCI INVESTMENTS -- DOUGLAS LOYD Page 6 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 shalt maintained in accordance with its' component manuals [EZ#/ow Found Component Manual 8/20/07, Pressure Distribution Component Manual Ver, 2.0 SBD-10706-P (N. 01/01) and SSWIVIP Publication 9_6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. SeLptiC and pump tank abandonment shall be in accordance with SPS 383,33, leis. Adm. Code when the tanks are no longer used as P011 TS components. Septic or purnp 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 rust 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 T 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 servic*d N the alarm Is activated connuously. 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 m moved at the time of a triennial assessment, maintenance personnel shall advise the owner as to 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 Wisconsin Department of Commerce. PumRank The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tasted to verify proper operation, If an effluent filter is installed within the tank it shall be inspected and serviced as necessary: If the force main has a weep hole, it should be noted if it Is functional during pump operation, and'if not, it show be cleaned. *""No one should ewer enter a septic or done tank since dangerous gases may be present that could cause death. �,�•'► Viand Pressure Distrtb an 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 malrltenance)' 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 ntglL BODr, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mglL BODE, 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 3 years_ when a pressure test is performed it should be compared to the initial test when the system was installed to determine if odflce clogging has o&,,Orred and if ortfice 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring, Contingengl 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 ar replaced with :a component of the same or equal performance. If the mound component fails to accept wastewater orbegins 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 8 of this plan for the name and telephone number of your local PC"!wTS regulator and services provider. Project; DCCI INVESTMENTS --- DOUGLAS LOYD Page 7 of 8 Conducted by: Schmitt & Sons Excavating, Inc.. Thomas J. Schmitt, CST 227429 586 Valley view Trail Somerset,Wl 54026 Phone: 716-760-1978 oats 8 Backhoe Pit ° Bench Mark 1 Ef.100,00' Top of 2" PVC pipe Bench Mark 2 El. 99.69' Top of 2" PVC Pipe Slope= 9% Scale V= 60' Contour Line EL 99.88' Ref 2148 Page 3 of 3 Conducted For: Name: DCCI Investments, LLC Address: 1505 Hwy 65 City, State, Zip: New R#chmond, WF 54017 Subdivision: Meadow Ridge of Troy Lot No.: 53 Legal Description: S W1/4 SE114 S17 n9N R19iW Township, County: Troy Township, St Croix County Contour Line Length 1004 TA Inc. innovatrolts in Preust,Ira3"lage Zabel PL-525 Effluent Filter & Wawtetvatnr AvAKtsA Division of Pch-1aE► PL-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. when the filter is removed for cleaning, the ball will float up temporarily and tern oraril shut off the system so the effluent won't leave the tank. Features: Rated for 10,000 GPD (gallons per day). * 525 linear feet of 1/16" filtration. • Accepts 4" and 6"' SCHD 40 pipe. Built in gas deflector. • Automatic shut-off ball when filter is removed. * Alarm accessibility. • Accepts PVC extension handle. PL-525 Installation: Ideal for residential and commercial waste flows up to 10,000 gallons per day (GPD). 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the actress opening use a Polylok Extend & Lo.k or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. 5. Replace and secure the septic tank cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under .normal conditions before requiring cleaning. It is recommended that'the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. I. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed., 4. Pu I PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secure septic tank cover. 1/16" Filtration Slats (10,000 GPD Accepts 4" & 6„ SCHD 40 pipe Outdoor Sjnart illvir , Alarm 1'oly1ok, Zabel & heist filters accept the Sk lartl`iiterl' ) switch and alarn-i. Accepts 1" PVC Extension Handle 525 Linear 11"t. of 1/16" Filtration Slots Extend & L )WIl"I Easily installs into existing Latiks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Tall Free: 877.765.9565 Fax: 203.284.8514 Nvw%v-pof y•lok..coni Wastewato' r--- METERS FEET 10 9 30 —► 5 GPM B 25 2S Fr 7 v 6 zo s � is � 4 F- 3 egos 2 _._ EPQ4 5 10 20 30 40 50 GPM --- I __ . I ° 2 4 6 g 10 12 rns/h CAPACITY MODEL INFORMATION Order Number Minimum HP Vohs Amps Circuit fkmt Phase Switch Cord Discharge Minimum Minimum Minimum Maxiinum Shipping Breaker Styli Lend Connection On L n ei Of Level DiameterRuin Solids Weight EP0411 Plug / Size Ibs.kg No Switch 10� Manual Manual 20 / 9.1 EP0411 A Piggyback ! 115 12 20 Wide -Angle 0' 12" 6" 21 ! 9.5 EP0411 l` Plug / .4 No Switch 20� Manual Manual 20 / 9.1 EP0411 AC Piggyback / Wide Angle 21 0, 12" 6' 21 / 9.5 EP0412 .I Plug / 230 10 No Switch 10` 1 h" Manual Manual 15" V� 20 / 9.1 EP0412F Plug ! No Switch 20' Manual Manual 2019.1 r ; EP0511 F Plug / 115 13 20 No Switch 209 Manual Manual 22 / 10 EPOS 11 AC .5 Piggyback / Wide -Angle 201 12" 6" 23 / 1 ..4 EP0512F 230 6.5 10 Plug ! No Switch 20 Manual Manual 22110 PAGE 3 C"ll Lti Gf) < Cf u IN L'P--'T V) < in 15 38" 70J usimmij in TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTMI C-1227 REQUIREMENTS 4" VENT WLP1585/950 I LLI , Ae TANK SPECIFICATIONS 7 DIMENSIONS: WALL: 3' Mma- T BOTTOM: 5" COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER < HEIGHT: 56" LENGTH: 15--3 3/8" uj WIDTH: 8'— 5 3/8" BELOW INLET: 45 LIQUID LEVEL: 38 WEIGHT: BOTTOM 15,977 LBS. COVER 9,300 LBS. INLET AND OUTLET: r` o' 4" CAST —A --SEAL BOOT OR EQUAL GASKET wI c-) Ly- INLET AND OUTLET BAFFLE AND FILTER: wl nl n I L VASCONSIN, SEE DETAIL #10 0 0 (OTHER STATES SEE CHART) 1�- It Lo LIQUID CAPACITY: 41.67 GAL/IN (SEPTIC) 25.00 GAL/IN (PUMP) 0 LOADING DESIGN: 8'-0" UNSATURATED SOIL cr z - co w I U TANK CAN BE USED AS: < SEPTIC/SEPTIC, SEPTIC/PUMP, t.0 OR SEPTIC/SIPHON Lu o COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #9 (SMALL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WESER CONCRETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED By: APPROVAL DATE: PRODUCTS NEEDED BY: OF POWTS OWNERS MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION Owner DCCI INVESTMENTS LLC 71ermit 9 DESIGN PARAMETERS Number of Bedrooms 5 13 NA Number of Public Facility Units L NA Estimated flow (average) 500 gal/day Design flow (peak), (Estimated x 1.5) 750 gal/day Soil Application Rate .6 gal/day/W Standard Influent/Effluent Quality Monthly average Fats, Oil & Grease (FOG) <30 mq!L Biochemical Oxygen Demand (BOD,) �220 mg/L 13 NA Total Suspended Solids (TSS) :5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOD.) 530 mg/L Total Suspended Solids (TSS) <30 mg/L 0 NA Fecal Coliform (geometric mean) 10' cf u/ 1 Donil Maximum Effluent Particle Size Y. in dia. 0 NA Other: 0 NA: *Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity 1585 ED NA gz4 Septic Tank Manufacturer weeks / Wieser El NA Effluent Filter Manufacturer POLY LOCK 0 NA Effluent Filter Model 525 0 NA Pump Tank, Capacity 950 al 0 NA Pump Tank Manufacturna WIESER [INA Pump Manufacturer GOULDS [I NA Pump Model EP05 (1 NA Pretreatment Unit Ix NA 1:1 Sand/Gravel Filter 0 Peat Filter El Mechanical Aeration 13 Wetland 0 Disinfection 13 Other: Dispersal Cell(s) 0 NA D In -Ground (gravity) [J In -Ground (pressurized.) 7 At -Grade JX Mound C1 Drip -Line 13 Other: Other: 0 NA Other: 11 NA Other: Cl NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications-, Master Plumbed-; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scurn and to check for any back up or pending of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check, for any pending of effluent on the ground surface. The pending 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 (Y.) or more of the tank volume, the entire content.s of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and arvy servicing at intervals ot �12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local, regulatory authority within 10 days of completion of any service event. Pape of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells), If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cells) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit. and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides,- sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. 0 The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN if the POWTS fails and cannot be repaired the following measures have been, or..must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the- need for a new soil and site evaluation to establish a suitable replacement area. Replacement_ systems must comply with the rules in effect at that time. 171 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in PODS technology a holding tank may be installed as a last resort to replace the failed POWTS. "'C111MIt UJOC3 ITS CIVa oldingi ari k in V ruzy be M507T T e -1 —ai F6-d-PMTT"&. nV_,� VbR- o�J6AJ 0b"S7W(JC-J1 ustaUed Tf q, () 44 1 Z Ll Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < < WARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDJOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name COUNTRYSIDE PLUMBING Phone 715 246 2660 POWTS MAINTAINER Name PAUL R KOEHLER Phone 1 7152462660 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name MARCO SEPTIC Name LQUkh-11 Phone 715-928-2649 Phone 1 `7 This document was drafted in compliance with chapter Comm 6.2.2242)(b),l)(d)&(f) and 8.1.54(1), (2) & ;3), Wisconsin Administrative C.-ode. ST. CR SANITARY SYSTEM File M: OWNERSHIP/ADDRESS FORM o��oonry Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Propgrty Files Scanned weblink. .# ..a� s• . +r: „� , - '�° s' � s««�. i�':�°,, :,y""� �r�. -�,. t- S s .a9r - -14 Owner/Buyer Douglas Loyd Property Location 'A , '/4 , Sec.-.-. IT N R W, Town of Troy Subdivision Plat: Meadow Ridge of Troy 1st Addition , Lot # 53 . Certified Survey Map # .Volume .Page #_ V1- Warranty Deed # 7��5 ? (before 2006)Volume .Page # Number of bedrooms 5 Sec house O es 0 no Lot lines identifiable O es 0 no p Y Y This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department — Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd@sccwi— aov 1101 Carmichael Road, Hudson, WI 54016 WWW.sccwi.ao_v U 2731 F SS I LUWMD WABXANff DAD Document No, 'his Deed me& be#wern VAUZY LAND COMANY, a to c, p tioaQ,C=nW and DM LAND PLMeWETC., Crtantee w%t -MAU" That the Cuantor otzav to Grantee Muen red csute in St Croix Cam, Statc of Wisconsin, legally descrrW on Exhibit A hero (the"Piwperty"), Together with all emd Singular hQedi is and I W-FUMM. a+amto belonging. �749�Q�� Z3 KATKM U s VALSK RMISTER OF DEEDS ST. CROIX M , wx RWEIVEP R REWRO VAAM DEED EM #. REC FEE t 15000 TRAITS FEE t 10S59. 90 COPY FETs t cc t PAWS t 3 Tks AlveMce is without warr�gaty, except Grantor eov�ts SM i is the c7ranwhas not made, dan or Tac LD.: �f 'E c, suffered any act or fbing whereby the above- j • nbcd oar sny part Ocmfwwor '' Aft at any tnrne h ,shall or may be died; charged or eucuubered in any mnner, and GranW wM t title to the abo 'w pMpMtY xphut A c ' me the safrom or through for as , a resulrit I � It of any such act or provided, howaevu, that the c ce hereby jmd the y Of Grentoor is & by and subject to those maw Set forth on brt B hereto. Dated this ,� day o0ummy, Zoos. ACKro G STATE o Personally ca = befome we this day of Jamary, 2005, the above named Cary B. Valleys as Fresidextt of Valley Land Company, a Minnesota catpara#ion, having full authority to do so and to = known to be the p n who executed the % insert and aclmowlodged the /, U 27 31 P 55Z 1:204 LEGAL DESCREMOMPLANNERS PARCEL A LOCATED IN TH E ! SE '1/ OF THE -BE !/Z S V/ OF THE. SE 'f AND PART OF THE NW 'r OF�E- SE Yz c -NE Y4 OF THE $E 4; SW �4 OF THE NE YeANO• THE SE % OF THiF.. NW YA*L'L 114 ��CT#ON • 17, TOWNSHIP 28 NOR"H, RANGE 19 WEST, TOWN OF fROY, ST. -OR0tX C6UNTY, WIS6Oi4SIN: BEGINNING SE CORNER OF SAID SEC1`iQf4 i , TliENcr= s§8o§1'31 W, ALONG.THE . LINE OF THE SE ! OF MIX 2629.W FEET THE WEST LINE €]i: THE S % OF SAID SECTION; THENCE NOW05'44"E: ALONG'AMID 1d1=ST LINE, 266Q.38 FEES' TO THE CENTER OF SA)D •SECTION; � EW8sp8a45''22'W: 8.79 FEET. ` ' ] A • P 33NT ON �4 48.0C • RAi Il1S CURVE' CONCAVE NOSTERLY, WHOSE , CENTRAL ANOUE mEAsuRES- i a°ld'v?'", WHOSE CHARD BEARS �'*44!WF AND ME kSPREg 26.27 FEET; 'HENCE NORTHERLY _ LONG THE C OF 'SAID Ci�RVE AffiD 80U. THEf�LY RIGHT OF WAY OF EASE` COVE ROAD 26,3O FEET TO SAID WEST UNIR 14 OF'THE SE • 4 "ENCE N00005'44wg, ALONG SAID WEST LINE 124.75 FEET; THENCL NW. 51131"F., 249.49 FEET, THE, RCE SOOP05*44'"W, 413.44* FEES', THENCE N88°51'31 E, 2042.11 FEET TO THE CENTERU NE - O F TOWN -ROAD (TOWNsvALLEY RoAb) BE J NG A POINT Olq A. 3754,Oo FOOT RAMUS CURVE, CQNCAVE SOUTHWESTERLY WHOSE CENTRAL ANGLE MEASURES 9028'21!r, 11 "OSE CHORD BEARS S36°43351E AND MEAWRES. 620.06 PEE* ,- THENCE SOVTHEFLY ALONG THE ARC OF SAD CURVE, 620.76 FEET TO THE EAST LINE OF THE -SE 'f OF $ND SECTION; THENCE S01a07'3I�"' s ALONG SAID EASE" UNEv 1886.26 FEET TO -THE POINT of BtGtNNWG, i:11: tt 273 1 55 3 122704 011305 OI130S-2 EXCEPTIONS a. Reservation of any minerals or mineral rights to the Mate of Wisconsin. b. The building! - use, subdivision, and envhmnnwnW laws, ordkanm and re(local, state and federaIN appiic ble in any way to or any extent to the'ropearty or my pit or portion thereof. C. Ali gents, covenants, conditions, rights, ruts -of -way, restdctions, reservations and exceptions, if any, of record. d. Any lien arising out of any goveent sponsored conservation programs relating to the Property. a Utility and easements, if any, that are not of racorad (excluding those gmmW by SeUear). f.IhIll,ats, if any - go All real estate taxes and special assessxne�ats. h. Liens, encum , adverse clahns, or oter hwears wbicl�. dyer has crwtecLd or pern�itt+oa to accrue. i. [WentionAy umittod.) 1 [�ntcntionally omitted.] k. A ecdain conservation easement given by Grantor and Grantee to the Town of Troy, Wimonsin. #3065MU I Ir MIT B Rw oircm FM AM MAP. V" TNa1RR at w 01. Arinr sn14LEP M oval* FELT wF" *tAfTM x/mm AT L~ WMMT O R-17 mWeAlAr M nwoin 6� M" PAlpr tea. DO"" pa "a ems" a lei w FAR KM A ML FM.Y A4h*4L 1 FAVVA Vf• to *gat Yrw M I w/M fjl�-PA/(M raw iE U �U+ uMa" are p v�a * blVM PpN MRlAS MR UZVArMM M M upav FLR lAE6� M➢R 1Rf11s to fT1P� � Ir 04 Vr aw OR 0-0 re mwyw/ A WILL RAY wm- erree M Pow TI R bw4j" NY PAM PM a aL&ALiwwr"Mrw llvfe ALL MMAWNWIL a e.e07WSA - aalRlfe MAW To VJL �U [t7tRlolt Fpa:nfArfwa~ wn nw SAL w lorrafa +�,� s l Tab lay Now nee fa'Eea tI Fine f101nn VA rU M NATM 9 lu• � P" 'A L VAM Aww ow, o Fe! an tiu Far eFwe Not _ RATc , �•, at~ rv*A Fq►a1Tw1 &MR Air R Mu "Ra 1• >v n10 YOU PC" MR fa[ t/1 M. p 1'w+e► ArAyi • ti M tMV Calf W4 LL PM RAM 1 yC FAF+ rAcm � wm F7m4 1M of& TtP� 01 ?A PAWN MPl6dVW 1• 117101 /a L/IUl ��! VA illAftp RATE !4"", AA fAY* MA MpArm g1A!'1 #AAl • fa1F rm F!A RAN ftw. RAF RUN" To � TYPICAL JYAI.L SECTION 1 f2"-r1'—U~ I Ed ------------ ■ LOWER LEVEL PLAN 2229 SQ. FT. TOTAL 1636 SQ. FT. FINISHED 114"-1'-0" _ i Q L y ' Nol tC 4 1 , h I , + to 1 , ---------------- -------------- uhleuhlaiipori ppon Asso �Ncic�wkiwr.M r - , ML *M DATE: 06-21-23 R[Ytlrotli in f1U1QCR. 1Da]2] DRAIM BY; M 'W. "[TO f31D SET— NDT FDR CONSTRUCTION2 0, 4 �t _i ,Irnu N+11� ' mn11�r wlwrer to rr ! ,es ► rn f w Au~ 11"W a I'm"uw�rr rrr,r ot. eMnu.leAW w ws 1-1133 L-13-13 1-11,T7 flT-fl u <. . ... ................. ......... !M- Jmm_�i MP P ��---------------------------------------r� R m-S---J. rR R Fft----------------------------------L--------------------------------------------' I I I I �------ - r----- l________________________________________________J--_-JL-----------------__--__--__--_-_----------♦---------------------_-_---..^___....__------��-�L-____ 1 I 1 I XxD/cARA(;E PLEVATIOX FRONr/GARAGE Fx,EYMON __________�_____________________-_- --___---_ir _-- w FMJ, ----- ---- _ ___ FRoNr ixvAnom i r� ------------ti EI I I I I I � 1 , 1 , 1 I 1 1 , I 1 � I i , 1 , I I 1 1 , 9I fl ; P0 ! AM upl►urMM MPL ri w ArTt � I , V1t I I I J' 1---------------- 1 �� ._... .+ Li L PA Acw u wMf+ .e1*1r r ►maw ,r' y ROOF PLAN } E LE � 1 Tjo ,. s11+� , Y __________ t_a►_R _rn _4 is�-----------------------------•- ---------------� 1 1 I �•, �1 I I 1 1 , I i R ►1R---------------------T� y-7'--- •T--- rR R rTM L---------------- -------^_____..,--_-s...--_----------_--_L----_4.1___-..-_ --.i,.-__.. i.---_--_--_-_--_ REAR ELEVA PION 1f4*=It-o" BID SET —NOT FOR CONSTRUCTION OAMO 10 / ft II .. asp OEM D1, VRS wwwlw�� 0 w 4 W M 11: � M/rwMIF It MMII. 11t rF f ffa hJ� muhlatipon do Associates low WK Wo >taaa M. w. 511tt-M .rwlwl ruin w awp% w a mmu � # /M4Ka�. M 9M1f I. 6 wwrm w,wn000, ra 1 w wrt. , law..wr �IMMI IS WE MTE: W-21-23 REV,s10M5: JOB MUWKk 1DB323 DRAWN BY; M. WDRYM SKETI I or i or-4 ww M611 11apal , 4-=66 pow It's�'4 i t I—aeb[ earl i i� i plYill�c 1RO�f I II 1 lJwOl'/!—o .i 1 I I w-r &L 11 I 1 IIm FLCLA I y { I 1 � IfA1a I' I • I f i sm 1! I 1 11 I 1. tw • _ - - - - - r =r vTr r "ali6tii "_ TT`__ i 1 ' --- --r' -' -- _ _ LL 4 cm I I i 1 1 1 - -- I it OA71lJNa of are awn J" i i i i i Cu,1!' 1lOGlr i i i •' RAM �a 1ti i i 1 1 fA��ilwo i i >+10-e- C1p ! i i i i weee FL ! i I 0l1• r1rt 1� i ` �---- L..___.+_ _ . F1J..-. -...�.i,.__ • 1 I .s� .-�- "t -.----.----- -- --- PAMWr j OPM .... .. i I I .,. �i .. +i ■ey it mcff"n. pop II II -! 1 •� IJf1XDltl tlllww� %OIR-t .... ` feu --- ��------- i---r----�- ------- I WAPA"M RiA—� II ii if i !o-arro-o rr1 2w es. & • F r as y _..« .. seem FL ........... K GA. 1- i mm : 13i11 v•r i WA?S ' ADOM mum: •, - . r I>LL Aire iileae COYNA" Muff eelrarK tleuls t1111m1 �ec+rs >tenlr ■-A cm Ile>tllmlou 10--ca� - MAIN LEVEL PLAN 2229 SQ. FT. 202 2431 SQ. FT. TOTAL SON PORGY -' 11'5*-rIP—Qr • i PH vw r� DID SET --NOT FOR CONSTRUCTION 40 L a4 Q r54 � cn ") �6,C.-S Za M�uh rlpah h Associotas Im "M mm NOOM r, Ml 1612F4 M a1-Ms-+Mi � err r w r UM DAM 09-M-23 R[Milow: AN MUMO[1t: 109323 nlcelr 3or SECTION#2 114 "=/ 1- 4 0 114 1 0 0 11 1 i i i i - - - - - - - - - - - - - _j, - - - - - - - - - - - - - rAP 4F "4k � 1 1 - - - - - - - - - - - - - - - A - - - - - - - - - - - - - - Ai ------- --- - LPFr SIDY FLEVATIOAr ---------------------- 114 ----------------------- ---- j tw I Eng BID SET -NOT FOR CONSTRUCTION 4 7-7 �WL 2 8 2021 De artment SOIL EVAL NT#ON 2 #2148 SP Sfety and ix Countfi accor ance with Comm 85, Wis. Adm. Code Page of 3 0 Proles Schmitt S Testing, 1, �Wv i 09A.0 Development 14 11 M* c)A ixe oil Tes ng, Inc. 4 j ` A. County Attach complete site plan on paper not less than 8Y2x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. OqO 131 - 59 00Q Please print all information. I Re a:I wed By Da Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). > Property Owner Property Location DCCI Investments, LLC Govt. Lot SW11/4, SE1/4, S17, NTT, R19W Block # Subd. Name or CSM# 1505 Hwy 65 53—T Meadow Ridge Of Troy P11" Ac"n Property Owner's Mailing Address Lot # City State Zip Code Phone Number Nearest Road j city '-]Vl1lage Town New Richmond WI 1 54017 1 612-599-4244 1 Troy MeadowRidTrail New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD L Replacement Public or commercial - Parent material Glacial till (Santiago Series) lf�71, Ic" �IL41 Flood plain elevation, if applicable NA ft. is, General comments Area is suitable for a mound sysVm. System elevatl is 101.40' based off the contour line established at 99,88. Slope of the area and recommendations: is 9%. Depth to limiting factor is 18 . Boring # Boring Pit Ground surface elev. 97.26 ft. Depth to limiting factor 29 in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 2 0-8 8-19 10yr3/3 10yr4/4 none none sit sil sl 2mgr 2fsbk lmsbk mvfr mfr mfr as gw as 2vf 1vf ------ 0.6 0.6 0.4 0.8 0.8 0.7 3 19-29 10yr4/6 none 4 29+ 10yr6/6 FRACTURED LIME STONE --- ------ 0.0 0.0 2 Boring # Boring Pit Ground surface elev. 97.36 ft. Depth to limiting factor D8 in. ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consiste7n Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 2 0-8 8-13 10yr3/3 none I sl 2mgr 2fsbk mfr mfr as gw 2c2vf 2m.2vf 0.6 0.6 0.8 1.0 10yr4/4 none 3 13-18 10yr5/6 none scl 2fsbk mfr as lvf 0.4 0.6 4 18+ 10yr6/6 FRACTURED LIME STONE ------ 0.0 0.0 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 �30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 5/24/2021 715-760-1978 SBD-8330 (R.07/00) At Proorty Owner DCa Investments LLC Parcel ID # �3 Page 2 of 3 3 ❑ Boring Boring # 0 Pit Ground surface elev. 100.90 ft. Depth to limiting factor 53 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/W *Eff#1 *Eff#2 1 0-8 10yr3/3 none I 2fsbk mvfr as 2vf 0.6 0.8 2 8-20 10yr4/4 none sicl 2msbk mfr gw 1vf 0.4 0.6 3 20-31 10yr4/6 none sl 2msbk mvfr gw ------ 0.6 1.0 4 31-53 10yr5/6 none Ifs icsbk mvfr as ------- 0.5 1.0 5 53+ 10yr6/6 FRACTURED LIME STONE -- -- rrrrrr 0.0 0.0 ❑ Boring Boring # ❑ Pit Ground surface elev. f#. Depth to limiting factor in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF *Eff#1 *Eff##2 ❑ Boring Boring # ❑ Pit Ground surface elev. ft. Depth to limiting factor in, Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftz *Efl#1 *Eff#2 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 - 30 mg/L 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. SBD-8330 (R.07/00) Sc hmltt Sol TesdW, Inc. Conducted by: Schmitt & Sons Excavating, Inc.. Thomas J. Schmitt, CST 227429 586 Valley View Trail Somerset, l 54025 Phone: 715-760-1978 Signaturc :5r- Date - c 2 Y7/, 01 0 Backhoe Pit A Bench Mark I El. 100.00'Top of 2" PVC pipe ,A Bench Mark 2 El. 99.69' Top of 2" PVC Pipe Slope- 9% Scale 1 It= 60' Contour Line El. 99-88' A Ref 2148 Page 3 of 3 Conducted For: Name: DCCI Investments, LLC Address: 1505 Hwv 65 W City, State, Zip: New Richmond, W1 54017 Subdivision.- Meadow Ridge of Troy Lot No.: 53 Legal Description: SWI/4 SEI/4 S17 T29N R19W Township, County: Troy Township, St. Croix County Contour Line Length 1001 03 Na 8 M b 710 69' 1W / u4 Deparhent of SOIL EVALUATION REPORT #2148 Safety and in with Comm 85, Wis. Adm. Code Page I of 3 1 Professional services 1W Schmitt Soil Testing, Inc. Atta'oh'compfole site plan on paper not less than 81Y.- x 11 inches in size. Plan must County St. Croix �w __.. � .., include, but not limited to, vertical and horizontal reference point (13M). direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Ploase prInt all Information. Reviewed By Date Personal information you provfde may be UW for &ecormlary purposes (P&ecy Law, a. 15.04 (1) (m)). Property Owner Property LoCation DW Investments, LLC Govt. Lot SWI/4, SEI/41 S17, T)(N, R19W Pre rfy 0"Fs 4e_iU�in Address- Lot Block # Subd. Name or CSM# 1505 Hwy--65 53 Meadow Ridge Of Troy city State ZIP Code Phone Number F City j Village , Town Nearest Road New Richmond I Wl 1 540171 612-599-4244 _1 Troy I Meadow Ridge Trail New Construc4ion Use: Residential f Number of bedrooms Code derived design flow rate GPO Public or commercial - Descnbe: Replacement L _.� Parent material Glacial till (Santiago SeM Flood plain elevation, if applicable NA General comments Area Is suitable for a rand system. System elevation Is I (W based off the contour line established at 9W. Slope of the area and recommendations: is 9%, Depth to Wiling Wor is Boring # 7 ] Boring rL\-1 PR Ground surface elev. 97.26 ft, Depth Dominant Color Redox Descripflon Texture Horizon in. Munsell Qtj. Sz. Coft Color 0-8 10yr3/3 none SO 2 — 8-19 10yr4/4 none SO --I-- . — '----t 3 19-29 10yr4/6 none S1 29+ 10Yr6/6 FRACTURED LIME I ........... ........ I. ____ 2 Boring # Boring Pit Ground surface elev. Horizon Depth Dominant Color Redox Description' in. Munse'll Cu. Sz. Cont. Color 0-8 10vr3/ none 2 8-13 10Y,014 none 3 13-18 10yrS/6 none 4 1 10yr6/6 FRACTURED ------------- 97.36 ft. Texture sd Depth to limMng factor 29 in. ISal! Application Rate Structure Consistence Boundary Roots-- GPD/ftlll Gr. Sz. Sh. f1#2 2mgr mvfr was 2.vf 0.6 0.8 2fsbk mfr g W 1Vf y 0.6 0.8 lmsbk mfr as ------ 0.4 0.7 STONE --- 0.0 0.() Depth to limiting factor Structure Consistence Gr. Sz. Sh. 18 in. LS011 Application Rate Boundary Roots GPDtW 2mgr MTT as 2fsbk mfr gw 2fsbk mfr as A -- LIME 1, STONE I -- I -- *Eff#2 2c2vf 0.6 0.8 2m,2vf 0.6 1.0 1Vf 0.6 0.0 0.0 Effluent 91 = BODIZ> 30 < 220 mg/L and T:SS >30 < 150 mgA_ Effluent #2 = BCD,. < 30 mg/L and TSS -j 30 mg/L CST Name (Please Print) Signature::: CST NUMber Thomas J. Schmitt , � 227429 . . ........ . ..... Address Schmitt Soff Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, Wl 54017 512412021 715-760-1978 Property Owner DCC1 InVeStMents, LLC ,�.� Parml ID Boring # Bohng Pft Ground Surface elev, 100.90 ft. Depth to limiting factor 53 in. Horizon Depth Dominant Color in, Redox Desc*11on Texture Structure :consistence Boundary Roots Munsell Qu. Sz- Cont. Color I I Gr- Sz. Sh. 0-8 10yr3/3 none 2fsbk mvfr as 2vf 2 8-20 10yr4/4 none Sid 2msbk Mfr 9W 1Vf 3 20-31 10Yr4/6 norie- S1 2msbk mvfr gw 4 31-53 10yr5/6 (lone ft Icsbk mvfr as 5 53+ IDYr6/6 FRACTURED LAME STONE [i]Boring L—J Boring F-1 pit [] Boring Boring # � 1 , Pit L-1 f7111-0 Gmund -qijrfzna iftiat, In A 1*5 if MOrOk 4� r% Gn:)Urld Ittirfnela AaLaup 4 r1aF46% #^ Z—--A- - Page - 2—of 3— D11 /vpfiratlon Ra GPD1W 0.6 1 0.8 0.4 0.6 0.6 1.0 0.5 1.0 0.0 0.0 * Eftent #i = ROC) 5> 30 < 220 mA and TGS }30 < 1 So rngVL * Effluent #2 = 13005'� 30 m91 and TSB <-30 w/L The Department Of Commerce is an equal opportunity servict provider and employer. If you need assistance tO access Service's or new Material in an alternate format, please contact the department at 608-266-3151 or 17y 608-264-8777. SL+.rrAt Sa4 Testy V, Inc. Conducted by: Schmitt & Sons Excavating, inc.. Thomas J. Schmitt, CST 227429 586 Valley View Trail Somerset,Wi 54925 Phone: 716-769-1978 N Bec khoe Pit A! Bench Mark 1 El.100.001 Top of 2" PVC pipe A Bench Mark 2 El. 99.59' Top of 2" PVC Pipe Slopim 9% Scale 1 "_ W Contour Line El. 99,88, Ref 2148 Page 3 of 3 Conducted For: Narne: DCCI Investments, LLC Address: 1505 Hwy 65 city$ State, Zip: Now Richmond, WI 54017 Subdivision: Mudow Ridge of Troy Lot No.: 53 Legal Description: SW1/4 5E114 517 T29N R19W Township, County: Troy Township, St. Croix County Contour Ltne Length 1001 Dry A&tom % M. IOW,jAWqjww, , -, 4mwll m - rl#� i Xf t Ow i FA 71 Is --64.00 ft-�-�' LOT 54 1 •11 10 IF wm . 11 % Sli� ' .v.. ...,.....� i ...ti, -eW4W=j Iro VU3 PROXIMATE) - lie w 1"�•w. .-.� • ..... .. `•, _ _.� .� *•,�� ,.,�r �� `, � is ,� 5'�,m Eel rao vvk, 6=OC. folk COUNTY No. 651 Soo9 air if NUD� �NF�xr'-A.L PREVIOUS NO. - --- OWNER �GCZ. LAi�D LP00kE;R%S r1r`hL1Uff-'rM-1ffE1h-n-'9RPf�U�- �o�'l}LE� L1R`---'6# 2ZS�I �r TOWN "O""'F sr-ju IT 2%_,N9 Ix C? *(V 7 AND/"X"X B"D L %d J% C L 46, D X.P ..... ..... ........ .............. ....... . . . . ..... . ................................... . ........... ..... . .. AUTHORIZED ISSUING OFFICER ........ ......... ..... ............... . ... ...... .......... ................ .. :zp(�E 1( CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer ownership of the permit, lease contact the coup authori P ty tY. - DATE /1:f/Z023 TT11"1S /01 zpzsUNLESS RENEW'1V".'.JD BEFURE, THAT DATE . ... ... . ... AM . . .. r..M . . ....... . .. SBD-06499 (RI 1/20)