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HomeMy WebLinkAbout026-1288-09-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No 506354 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Marek, Todd R. Richmond, Town of 026-1288-09-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: S A led, (j S 26.3018.1452 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark -2 OD Dosing &Alt. BM Bldg. Sewer Aeration A -IL <C kf 416 727-6 Holding St/Ht Inlet 9/ /y 7 t,'Ht Outlet TANK SETBACK INFORMATION S TANK TO P/L WNLL BLDG. Vent to Air Intake / ROAD Dt Inlet S>!plic DtBottom /G.'y U Dosin S C~ Header/Man. ' 7 Aeration Dist. Pipe 4 67,71- Holding Bot. System ~i Final Grade / PUMP/SIPHON INFORMATION Q/e Manufacturer / Demand St Cover 7<- GPM C Model Number TDH Lift Friction Loss Syste Head TDH Ft f~ l 2. I- b ~o-~S 120. 37 Forcemain Length Dia. y Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 9/01/20 SETBACK SYSTEM TO P/L BLDG WELL LA /ST EAM LEACHING Manufacturer: INFORMATION MBE Type Sy tem: / ~35r Model Number: DISTRIBUTION SYSTEM l~l~i,Gt Header/Ma oldt,, Distribution x Hole Size x Hole Spacing Vent to Air Intake 0 Pipe(s) tj1A Length 1 Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mou Or At-Grade Depth Over Depth Over -TT Depth of ~ x 9~~ ~T x ulched Bed/Trench Center Bed/Trench Edges psoil / Yes `No Yes, No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:-U--/ Inspection #2: Location: 1385 134th Avenue New Richmond, WI 54017 (NE 1/4 SE 1/4 26 T30N R18W Stone Run Estat Loa Parcel No: 26.30.18.1452 1.) Alt BM Description C, -u 2.) Bldg sewer length - amount of cover = > L Plan revision Required? `l Yes j- No Use other side for additional information. ~t-L Date Insepcior's Sign ure Cert. No. SBD-6710 (R.3/97) I t~nlmerce.Wi.gOV Safety and Buildings Division County 201 W. Washington Ave., jkhBox 7162 St. Croix i s c o n s i n Madison, WI 537 A16622 Sanitary Permit Number (to filled in by Co.) Sanitary Permit Application tateTransacdonNumber In accordance with s. Comm. 83.21(2), Wis. Adm. Code submission of this form to the appropriate g ov ntai O 0 / 1 ~ unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWT project Address (if different than mailing address) submitted to the Department of Commerce. Personal information dary es in accordance with the Privacy Law, s. 15. 1 m , Stats. / 77 OQ f Av 1. Application Info ' n - ase Print All Information (395- Properly Owner's Name I O O 7 Parcel # G r L 5+ 6 Todd Marek to ~ O d O Property Owner's Mailing d Property Location C P.O. box 228 ST. CROIX COUNTY ~~✓Z Govt. Lot City, State Zip Code NE SE Section ?j~Q New Richmond 54017 (chock o s) H. Type of Building (check all that apply) d L ~ T 30 N' R 18 []E Q W 5 1 or 2 Family Dwelling - Number of Bedroorrd 4 ) 1~ 9 Subdivision Name Stone Run Estates ock # ❑ Public/Commercial - Describe Use 1_ Yvw City of State Owned - Describe Use Pta CSM Number ❑ Village of 124C~ ' ❑ Town of Richmond III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ✓ New System Replacement Treatment/Holding Tank Replacement Only Other Modification to Existing System (explain) System B. Permit Permit Revision Change of Permit Transfer to List Previous Permit Number and Date Issued Renewal Before Plumber New Owner oe~ Expiration IV. Type ofPOWTS S stem/Com onent/Device: Check 1 Non-Pressurized In-Ground Pressurized In-Gro ✓ At-Grnde Mound 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain trnent Device (explain) V. Dis rsal/IYeatment Area Information: Design Flow Sgpd) ign Soil Application Rate(gpdsf) Dispe Area equired (sf) Dispeall Area P ~(sf) yste Elevation 600 ✓ D. , 5 1 1 1 wt/ 1 • 5 VI. Tank Info Capacity in Total # of Manufacturer Material Gallons Gallons Units New Tanks Existing Tanks W Za, A- (dC~ septic or Holding Tank 1200 1200 1 Wieser Prefab Concrete Dosing Chamber 800 800 1 Wieser Prefab Concrete VII. Responsibility Statement- 4 the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name fPrint) Plumber's Signature MP/MPRS Number Business Phone Number Roger Nelson MP 226497 1715-273 4444 Plumber's Address (Street, City, State, Zip Code) 122 East Summit Avenue Ellsworth, WI 54011 VII Coun /De artment Use Only Approved Permit Fee Date Issued Issuing A e Signature er G' eason for nial $ / m b O IX. Conditi'd#0WRk*easons for Disapproval ,t / 1. Septic tank, effluent flRer and QJ► /~G✓~(o Qb ~Q, tro, dispersal cell must all be services / maintained as per management plan provided by plumber. t.J i v'1~A" 1 2. All setback requirements must be maintained t i Attach to complete plans for the system and submit the County ,0°11y on paper not less than 81/2 11 4 dies in size L%l SBD-6398 (R. 01/07) Valid thru 01/09 ti ~-i s>~.otX.,~ 1r-d•' ~'S t "t~~ • Todd Maiek / ~S' /VorT l~ , T - P.O. Box 228 1°to~o y L , h New Richmond, WI 54017 NE Y4,SEI/,S, T34N,R18W N Stone Rue Estates Lot # 9 Richmond Township St Croix County Scale I"= 40' Weiser 1200/800 tank $M #1=100.00' top of Y.-"pipe 1,775 of 2"force main l~ous~ b~Owe/I Z r aQ H po 1 0 I S 0133 Copy r~ r p 48M /ap- • Todd Maiek q P.O. Box 228 AA000 ~e I), L , h New Richmond, WI 54017 NE Y4, SE %,5 `e N , T30N,R18W Stone Run Estates Lot # 9 Richmond Township St. Croix County ,Skate P= = 40' Weiser 12001800 tank $M #1=100.00' top of i6 "pipe 1T5' of 2"force main l9'Rrwf,C l70LtS~ Owed °Q n o H 0 a• p63 9q• A 1 Page 8 of 8 8 Safety and Buildings 4003 N KINNEY COULEE RD commerce.wi.gov LA CROSSE WI 54601-1831 TDD (608) 264-8777 Itlepartment sco of n s i Cn w.~ommerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary September 28, 2007 CUST ID No. 226497 ATTN.• POWTS Inspector ROGER D NELSON ZONING OFFICE NELSON PLUMBING ST CROIX COUNTY SPIA 122 E SUMMIT AVE 1101 CARMICHAEL RD ELLSWORTH WI 54011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/28/2009 Identification Numbers Transaction ID No. 1467860 SITE: Site ID No. 730826 Todd Marek Please refer to both identification numbers, 140th Street above, in all correspondence with the agency Town of Richmond St Croix County UQ NE1/4, SETA, St, T30N, R18W Lot: 9, Subdivision: Stone River Estates FOR: Description: Four Bedroom At-grade System / New construction Object Type: POWTS Component Manual Regulated Object ID No.: 1154504 Maintenance required; 600 GPD Flow rate; 40 in Soil minimum depth to limiting factor from original grade; System(s): At-grade Component Manual, SBD-10570-P (R.6/99), Pressure Distribution Component Manual, SBD-10573-P (8.6/99) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has-been CONDITIONALLY APPROVED. The owner, as defined in 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. Note: Any increase in elevation difference between the pump off switch and the lateral invert will re uire tut a larger pump be installed. P,O ~:°a9.T.S• JV ArrE tu DEPARIMEief GF C0N1ta1EKCE. ^n ROGER D NELSON Page 2 9/28/2007 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. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • 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 owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As 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. Note: The installing plumber acknowledges and approves of the changes made to this plan in red by this reviewer. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 j eny. swim@wis cousin. gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. P-CEIVED SEP u 7 7007 RESIDENTIAL AT-GRADE DESIGN Pressurized - Sloping Site INDEX AND TITLE SHEET Project Todd Marek 4 Bedroom Owner Todd Marek Address P. O. Box 228 New Richmond, WI 54017 Job Address: 134th Avenue Legal Description NE 1/4, SE 1/4, S, T 30 N, R 18 W Township Richmond County St Croix Subdivision Name Stone Run Estates Lot No. 9 Parcel ID Number Plan Transaction Number Index sheet Page 1 Calculations Page 2 At-grade drawings Page 3 Laterals and dose tank Page 4 Specifications Page 5 Management & contingency plan Page 6 Pump curve & specifications Page 7 Plot Plan Page 8 Designer Roger Nelson License Number MP 226497 Signature Al-, Phone Number 715-273-4444 Date 09/25/07 Designed pursuant to: At-grade Component Manual for POWTS SBD-10570-P (R.6/99), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST - SAS (01/81) Version 4.0 (04/03) R Page 1 of 8 ONIZ).Uii VI J•4i-Zf Y Ha- 1....~~. r PRESSURIZED AT-GRADE DESIGN At-grade Design Worksheet - Sloping Site Flows and Site Data Entry. (r or c) r Residential or commercial? 400.0 Estimated wastewater flow (gpd) 600.0 Design wastewater flow (gpd) 5.00 % Site slope 99.50 Contour elev. below lateral (ft) 40.00 Depth to limiting factor (in) 0.50 In-situ soil application rate (gpd/ft^2) Distribution Cell Information (1 or 2) 1 Influent wastewater quality 5.00 Linear loading rate gpd/ft 10.00 Effective absorption width (ft) 10.00 Max. effective width permitted (ft) 120.00 Aggregate length (ft) Pressure Distribution Data Entry (c or e) a Center or end lateral connection 1 Number of laterals 0.125 Orifice diameter (in) e.g. 0.188 Not a final calculation 2.00 Estimated orifice spacing (ft) 2.00 Forcemain diameter (in) 2.56 Forcemain flow velocity (ft/sec) pp ` E717655._.00 00 Forcemain length (ft) y or n Does forcemain drain back? Pump tank elevation (ft) y or n Are laterals at highest point? NA 6.5 System head (ft) x 1.3 28.5 Forcemain drainback (gal) 2 yJ t 1'4." Vertical lift (ft) 96.0 5x Lateral void volume (gal) 4t 2.44 Friction loss (ft) 124.5 Minimum dose volume (gal) 28.4►1 Total dynamic head (ft) 25.1 System demand (gpm) Lateral Diameter Selection Gallons/inch Calculator (optional) Pipe diameter Design options Design choice Total Tank Capacity (gal) Designer 1 in Total Working Liquid Depth (in) must select 1.25 in Galin (enter result in cell G46) one lateral 1.5 in diameter 2 in x x Treatment Tank Information 3 in x 1200 Septic tank capacity (gal) Weiser Manufacturer Effluent Filter Information Dose Tank Information Zabel Filter manufacturer 800.0 Dose tank capacity (gal) A100 Filter model number 212 Dose tank volume (galin) Weiser Manufacturer Project: Todd Marek 4 Bedroom Transaction Number: Page 2 of 8 AT-GRADE PLAN VIEW D _t 1/6 B Observation pipes (2 typical) 6 120.00 I) ft + -T 1 /6 B 20.00 ft C 12.00 ft W D 5.00 ft E 2.00 ft p L 130.00 ft B W 22.00 ft A x B 1200.00 ft"2 L T Fr Cap Typical obs. pipe. = Total aggregate cell A x B Slotted in the lower and anchored s = Plowed area L x W securely. 6" AT-GRADE CROSS SECTION Svnthetic fabric cover 101.33 ft Finished grade Lateral elevation invert elev. 100.00 ft Observation pipe at aggregate toe E Surface contour 5 % Slope 99.50 ft C A and system elevation D = 12 in. topsoil and subsoil ® over aggregate and tapered to toes. Plowed layer below L x W 6 in. aggregate below pipe(s), and 2 in. above pipe. Project: Todd Marek 4 Bedroom Transaction Number. Page ' PRESSURE DISTRIBUTION AND DOSE TANK Lateral Diagram - End Connection P Last hole dirilled next to end cap k- X-?,I Laterals & force main of PVC Sch 40 Holes drilled on the bottom of the lateral (per COMM Table 84.30-5) equally spaced • = Turn-up v,1ball valve or oleanoutplug Lateral Specifications 0.125 Orifice diameter (in) End Lateral connection point X 1.96 Orifice spacing (ft) 1 Number laterals 61 Orificestlateral P 117.60 Lateral length (ft) 25.1 Lat. discharge rate (gpm) 2.00 Lateral diameter (in) 2.00 Forcemain diameter (in) 25.1 Sys. discharge rate (gpm) 175.00 Forcemain Length (ft) 23.11 TDH (ft) Typical Pump Chamber Layout Approved manhole corer with Weather-proof warning label and locking device junction box No Final grade disconnect Tank component is Aftemate properly vented outlet / location 18" min. Electrical as per NEC 300 and Approved outlet Comm 16.28 WAC joint Tank full c Inches Gallons ]A: Provide 114" A 18.4 409.1 Alarm on weep hole or c B 2.0 44.4 antisiphon E C 5.6 124.5 o D 10.0 222.0 zo PB device. C Totals 36.0 800.0 Pump off D F 19 1. Sb.o f 3" Bedding under tank 1w 1 ~ 85.El& ft Goulds Pump manufacturer S. J. Electro S stem Alarm manufacturer PE 41 Pump model number 101 HW Alarm model number Project: Todd Marek 4 Bedroom Transaction Number Page 4 of 8 At-arade System Maintenance and Operation Specifications Service Provider's Name Nelson Plumbin Phone 715-273-4444 POWTS Regulator's Name St. Croix County Zoning Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 1200.0 fe Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ndin and seepage once eve 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the at-grade component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6. Areas within 15 feet of the downslope toe will be protected from compaction. 7. All other construction details are as per the at-grade component manual SBD-10570-P (R. 6/99). Lateral Turn-up Detail Finished , •00000001000000 Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 100.00 ft 45 Degree Bends Same Diameter as Lateral Project: Todd Marek 4 Bedroom Transaction Number: Page 5 of 8 At-grade System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10570-P (R. 06/99) and SSWMP Pub. 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. 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 fitter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. At-grade and Pressure Distribution system No trees or shrubs should be planted on the at-grade. Plantings may be made around the at-grade's perimeter, and the at-grade shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the at-grade 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 at-grade be heavily mulched as protection from freezing. Influent quality into the at-grade system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 10° cfu/100 ml- for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the at-grade component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by renovating the biologically clogged absorption and dispersal media, installing new piping, and replacing other components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Todd Marek 4 Bedroom Transaction Number: Page 6 of 8  I i GOULDS - ~ PUMPS Submerible Effluent Pump PE smml CAnow mom Mrx" %M - Gerarol: Gertaral: ■ corrosion r"Wril: • i)isdharg Ile I m • Single 0" tormuction, • per eum, C~I tlrWiuMW Wt" 0 60 5 volts a T~ a ~qefk► and h* submerged. • UW thannaf oredoad pro- cover. • Sothic handling: 'd• tecdon with aAOeabe rust • Upper *eve and lovW • ClassB insulation. heavy duty bs;l bearing mardmum sphere. • Aubmadc models lnchde a • 04 filled deop. cansuwtion. APP=Y10liiS floe swkch. • High stnnglh carbon steel ■ Motor is permanwdy Sped* designed for the • Manual models available. shak lubricated for extended falWM%uses. • Pumpng range: see PE31 Mow service life. • Mound Systems Performance dart or am. • 33 HP, 3000 RPM t Powered for contlnua a • Sys PE31 Pump: • 12.0 Mw* mm amps operation. • low hum Pipe Systems • Madmum wpaidty. SO GPM • Shaded pole resign a ~ limits of tl►e raoeor. • Basement ping • Mw*m,rn head. 25' TDH P64/ Motor • QW& dbo r& of ~r ' Hem D* SW10 P641 PWW • .40 HP, 3400 RPM acrd 20' standard lengd►, • madmum f~29' TDH • PSC design (heavy duly 1603 S>T W wkh PE51 PumF PES1 Motor, t 1s volt gr wr*s plug. * Maairr = Opadty: 70 GPM • .SO HP, 3100 RPM • Caapleee unk is henry duty, • Maximum head. 37' TOH • 15 MWMW MW WtoWeandwmpacL • PSC design a MmtdniW semi is carbon, FEET Mamas 0 aerate RM and srahdess t. ±J.- i--~..... ..i AAOOKS: rE31. rl41, t!S' 31Rl1. i a.~- 'T.. i., i.. r T. r ..a.. MY..33. A3..50 S ad lastenem 35 i,. . t .»L. r. AGOff uSTW a i...,.. 4 -4 IF a` CO us I y ~7 Tesud to UL 776 and _ , . * , GA 22.2108Stadadt w 4 . ,._...::j_ 15 MARI" y.. t j._; .i.. ~..*..1.. ..H . _.G..i_. »:..j.:.T_.~.. .t. .f..~...}..i... ~qf~~l{i<ISO~a~ i.- 4 10 T- t 0' o0 10 2 30 40 SQ 60 % 70 GPM so A -)a T 8 Goulds✓Pum~s 0 s o2S' ~ 10 rs At* ~ pry ~>Y e ITT Industries av~rn, % 0 N5 Wisconsin Department of Comme LjOGN~NG FIL ALUATION REPORT Page of Division of Safety and Buildings - with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but 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. Revie by Date Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Ja 3 7 Property Owner Property Location (DI Govt. Lot 1/4 x'1/4 T~ N R E ( ) Property Owners Ma• • Address L # Block # Subd. Name or CSM# City tate , Zip Code Phone Number ❑ City ❑ Village Town Nearest Road New Construction Us Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement n Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General conxments and recommendations: l~t/c t 7,1- y7 100 Boring O ,n. Boring Ground surface elev~ ft. Depth to limiting factor Soil Application Rate m Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # Boring y/~ ~Q it Ground surface elev,/-~~- ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EffiQ 31 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 11 uent #2 = SOD < 30 mg/L and TSS < 30 mg/L i nature CST Number 9 CST Name (Please Pent) 226900 Bird Plumbing, Inc. Shaun Bird Date Evaluation Conducted Telephone Number i Address 715-246-4516 1008 192nd Ave, New Richmond, WI 54017 III - - Property Owner _ Parcel ID # Page of Boring # Boring Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color r. Sz. Sh. 'Eff#1 '01#2 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EffY2 E Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate . Horizon Depth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 1150 mg1L ' Effluent #2 = SODS < 30 mgA, and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SOD4330 (R.600) Soil Test PloYnBB* Project Name Bryan Schaefer d Address 1336 140th St. New Richmond Wi 54017 4226900 Lot 9 Subdivision Stone Run Estates Date 12/1/04 NE 1/4 SE 1/4S 25 T 30 N/1318 W Township Richmond ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe System Elevation 99.5' *HRPSame as Benchmark Alternate Benchmark Top of survey iron C 99.7' Scale is 1" = 40' 18' Property Line unless otherwise noted B-2 5% Slope 120' -3 0' 35 B-1 9' 25' ~B.M. Alt. B.M. 80' 100' 185' Property Line ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address P U g 2 g-rl_) ~C_ .tit o ti K) (,cJ Property Address g 5 14 0\ (Verification required from Planning Zoning Department for new construction.) City/State Parcel Identification Number z 1o - /?99 D o/ _ o oO LEGAL DESCRIPTION L Property Location 1/4 Sec. Z *T 30 N R /6 W, Town of Subdivision 51 ~ A/ 6~ C n1 r.,4A f Lot # Certified Survey Map # , Volume , Page # Warranty Deed # 5~ Zo 7 , Volume , Page # Spec house ~ no Lot lines identifiable 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 §Comm. 83.52(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 and/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 Commerce 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. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms ,f.67- ®1 IFAJ~ SIGNATURE OF APPLICANT(S) 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 warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) " 184.97 184.95' 106.97' o ~ " ,v'~cvl D y 26 E V4W A P 759.77 ' Q o` W 26 W 759.9-T' 77 -185.00 185. QO' 1 4z ss' o~ 19.93' ya•..•...~. .J. co N o 7 >0 P % 0 8 ~0 9 P'2 77,330 sq. ft. Q) - 77,330 sq. ft. 77,330 s ft. r- ' 90,649 sq. ft. 1.78 acres 1.78 acres c° 1.78 acmes 2.08 acres 3:: iO M iU-) N O O N 185.00' 185.00' 185.00' 208.88' N89'52'26"W 948.88' TH LINE OF THE NE 114 OF 7HE SE 1/ I LOT 3 I LOT 4 CERTIFIED SURVEY MAP CERTIFIED SURVEY M VOLUME 9 PA GE 2551 VOLUME 13 PAGE 36. CURVE TABLE CHORD CHORD LEGEND: 6o'os'E3""RING S8952'26E TANGENT BEARINGS N30'0452"E 79.34' N76'23'07"E S89'52'26"E N62'38'40"E Section Corner Mo 93.64' N46'21'46"E N62'38'40"E N30'04'52"E o Found 1" Iron Pipe 83.00' N60'04'52"E N30'04'52"E S89'55'08"E 217.00' S60'04'52"W N89'55'08"W S30'04'52"W O Found 1-1/4" Iror 233.16' S60'06'1 3"W S30'04'52"W N8952'26"W Set 1-1/4" x 18" 189.78' S41*11'22"W S30'04'52"W S52'1 7'52"W (weighing 4.303 lb: 151.06' S71'1 2'43"W S52'1 7'52"W N89'52'26"W Building Setback L (100' from R-O-N ► 1988 DATUM. Proposed Driveway 1NE OF THE SE 1/4 OF SECTION 26, T30N, 12' Utility Easemer . {III{I{ III!{ 1lil! {{III !lIII {III{ {III IIIIlI llll lIII $ 8 5 2 0 7 1 1 State Bar of Wisconsin Form 1-2003 852071 WARRANTY DEED V KATHLEEN H. WALSH Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 06/06/2007 01.35AM THIS DEED, made between 6-G Corporation WARRANTY DEED ("Grantor," whether one or more), EXEMPT # and Todd Marek a married person REC FEE: 11.00 ("Grantee," whether one or more). TRANS FEE: 405.00 PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Recording Area Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Lots 4, 9 and 9, Stone Run Estates, St. Croix County, Wisconsin Estreen & Ogland co I - 304 Locust Street ho (o ' Hudson, W154016 026-1288-04-000: 026-1288-084100: 026-1288-09-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: easements, restrictions and reservations, if any, of record. Dated 2% a 6-G Corpor (SEAL)I! : (SEAL) * *Kevin e11 c r en (SEAL) Y EAL) * *Jo runner, its resident AUTHENTICATION ACKNOWLEDGMENT Signature(s) 6-G Corporation, by Kevin Kelly, its Vice President and John Brunner, its President STATE OF ) --9 1 ss. authenticated on 4,- Pt!4 COUNTY ) t Z,4,0 Personally came before me on , *Kristina O nd the above-named TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same. authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Notary Public, State of Kristina Oeland. Estreen & Oeland My Commission (is permanent) (expires: ) 304 Locust Street- Hudson, WI 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 ' Type name below signatures. INFO-PROT" Legal Forms 800-855-2021 www.inteproforms.oom 1 of 1 DEDIC CORPORATE OH7NER'SCERTIFICATE UF DEDiCATtON STONE RUN ESTATES (A CIX1MY PLA ~Ga*vw,aM"°`rome° &kea dny mgamaedardnxislmgmdn ofthe bew *of Located in part of the Northeast 11 4 the Southeast 1J/4 0( Sectron 2 Township JO North, Range 18 West, Town of Richmond, mdby viame so(Gm smfeo mineemh,azowna,a>abeabytaeiy~mmwrop~inn~al the St Croix County, Wisconsin; being Lot 2 of o Certified Survey Mop r rded 1n Volume 18 Page 4761 lh the St. Croix County [014 Cane, Imddettdbedonmisplalmksutsnyd,dnidedmapped,wdde&eatd Se^!:Bn 16-:0-18 S Register of Deeds Office urepumhdwmisplaL 14ONAWNI _o[Ya 9es; 6CCorpgalion, fumhm adifyl6at misplal is ~ - _ ~L h .Ny T requind bys.236.IGars.J6.l21obesubmi0edmdafollowing fa ~i r- - applovxl orobjatiw: UO!° P 11L_ANaS - dti qTown of Richmord Z9 '/J U4t 9 ir7 U^ i3' ~ I^I SL Croix Contrary w n s S89'55'08"E i309.58' INWIINESSWHEREOF, tlesia6GlSrymaOwksauwdlhea 23d 75' 17C0T 171O0' _.,.(66912879' 1~ rj orarmsa, si by Jahn BNmw,andammlesisead by KrooKrUy, I o sliamwwyy, and ila colpomle seal lobeheawmatTndw 3.~ ~E ~ ns. :1 ~'S,.. ~ ~S' (NA by 71 ~'Ims i M se sE 11 129,201 Kin Y sq. tt. -B, 1 d o. 2.97 acres 6 "AV STATEOFWISCONSIN) a :o m 1 R0.-73 n a m ST.CRoIZroUNTY Iss A, a rt - -lumxuaf m 5 rye 4 0 3 :olA 2 o~m 7 / ~ Nay; , M WCO MAP 131,549 sq. It. PmwaRy'wnwkforememu art' dnyo( t h ° 8982' bq. L R3 ne sq t oI fS .9JU s 1. _r . N., R.I8 W 3 02 aces e n SEC, 26, T K Lf,2D0S,lohn Bmm~erand Kevin Kelly, members oftht <.C6 a;re Z~6 o,~es -.0 > aksmn empomlion,nma known lobe me persons wboaamd me TOVM 0.v RIOdMA roswot eq%CWNTY, 'M Im foremingrcawment,and to me known la besech membersofsaid h 7 3 3 i" c mnw,adazolaa dmat exand Ore fore m oMnunml mpo kdg 16ey ga 4 SURVEYOR'S CERTIFICATE; no officas uoedead aFsd'h an mW 4 I,T RDde,a Re demd W=osmlaW mve a,dok cu&IW N ~I / pA~7 g u mobormy. h I INola7SaD 'IJABK INB N°UT Publm, mfull romplomevno mepmisiawof(OapNr216 of me N'imowin SMNla o ~1 .................................•...........................L...........,,....... ..........,, .........._.......,..1 / ~7 Cp ll o N, h m o m I, Nismuo 9tod pmmM andsubdivionan megaddionso(St Croix Caw and me TownafRidomod >o k j /c5a 104,067 sq. it. and uderme diration of6GCorpomlmn, owrwo(Ox laddesadwdantlu W N romlmssgnex ~e o I. _ , I, 6I!, i 2.39 acres mil N- 7 ~ plal,l(avesumyd,divitkdmdmappdBTONERUNESfAIES;dutsah ymo I,~ / plm mmnYly mmeneds Weextma6awdmes and mcmdidalwofbe land u o a QI v S I^ -18188'- - 18P.97 - -184.95' -106197' CONSENT OF CORPORATE MORTAGEE smntyvd;andmoLLana ptotabxamlan part of hNanhast14ofine GI 5895116 ~A~ 75977 r'k W &,a sM1r n 0 SnABtaa 114 of9eearonl6,Ten,uhip30Nmh,RarWa IBW'tstTa+mof Z. o C Y Richmad,St Croix Couny,Wxwkn;bemg LdtofaCtnifedSmtyMap a0a n ro m,, 1'10{ lima p I Amenem lnvtm Rank and Mean colpomtiondulyargmiud and C E m to ai N895126'W 759.9Y - AY N ruolhd'm4'olume lBPage 4763wtheSl CrouCowry Rgom¢afkds c j1~ ainingorddmd hyviduemilk lamofine Sole of+kimeaar,}Itv,NS. wo 173 ''m o mortgagaoffm abovearamathad, dmmkI¢ooumtoot OR'meaddesen3edm(allwrs•. m°,¢ -185.00'1 8500'- -18500'- -IB5.W'- R I N 89'52'26' W 35H.W' , b I a swaying, dividim& maponganddedi niondf mfolddes kdon tMs 1993 W Commeming al meFamQaarlerComera(saitl SaOwtQ lhatt,onm ~ assumdbeanngalongmeast liaafOaSoumeutfjmdaofsaM Sadw16, N i W',~ Soum DO&gmn25wnuus75secoMs Wcoadiweao(332.51 hamster m 3~li paintofbeginning; meme,amaguideut lot, Soum OOdepas 25 mieuleslS 0 ~l 10111T'ESSWHEREOF, the said C02ta12-wJ has emxdmae Mmksi b secondv W¢madisonam'58J04 fed toms nod line ofld l ofsaid '.0 rv C7 Vim' 9 Qctn~.t ! I -~eFt. ~.Sr><x,wmD,~u lNesidenN at eD1Nk Cedi6tdSumy1.Aap_mena along nor sand Arab lroe Nod 898rgsas 5' 7. hliwem mmFpm sallo hp her afixedois minutes t6 seronEs Wedadisonce of7S8.00 oeoolhe watlntafsad Ld 3; day of yf~q'f tD05, uwme, along laU Said wcu line, SauthWdegaes tS mirmas7SsetardsWest o C N'o 7 b o f1 N o o Cs o 11 i"Y_ I!~ ^ a& toI406.28 fedw(kAnW nadLot4dxCadfudSmMap ✓6t NC A At,-=4 a o x11 -ddd o U p / p a~ o r o 1O m av mm mA m 90659 sql m1° ,,,30 s . It N raoded in Volume 17 Page a620:mena, alw best said mod BamdWe 77,330 s q 77,330 s ft 171330 s . ft 77 x Inure B r q a q Nt n q ors q a° 2.08 acres 3 / nm&IineofLolSofaCemTiedSUnxyMaprccard¢dinValume9page 2551, U^ 1.78 ones ^ ''..78 acres h 1.78 acres m 1.18 acres m m ~l (Ix' Nanh 89~ar52 mouost6 xcwds Wesadisdnttof948.B8 falmme qe n - *-Presidem Dau wrest liaofvdNaO.eazlQludsro(Ue SwmaslQuaM;O,mre,alwglaM I _ - RIA148077A said wtst line, North McfTees Header 12stormsEamadoMmeaf Ib p 1', 0'. STA3'EOFWf6C9NI 956.28 fal;mwea Swm 89 degrees SS mimna08 secads Eamadisomeof C, ^wi V'3 lam " bTOt:W000N71') SS 1369.SBfat wow poima(he~nnin} Cwoinng),l4B,Vll sgwmfecrOb.36 N ry' Pasanally came beiart me dus dayaf OOS acrol Subjat In 140h Street (A Town Road) along the meettamaly be wdary• fl ~ z 2 mx descnhedptopaty,alsombjal toad easemmM,ratrhtiomad d - above named4ae DSNe¢w"Ho me knows*.'Lo caamedAefortgaingiuwa a and ackww)deedtlN SanRJove~tsoSsso'_.__ ,,,m JI 185.%' 19506' IBS.oo' !85.00' 10388' - - - 1e NmscaooDMaN 5OON3'% N895226"W 948.88' ( NohryPabin Ne PARe ivR,odge-Ragitercd Wisemin Land Suney.,N.,2484 :ti WTYR G N<. sPJM I"E Cf MCazrpor mr s[V J'' a W . *~-*xwnTZ a 8 19 - ©S m e1 A 1 ' Mt MY commission cxpinxJ312~1U r10 uA C{0_ CERTIFICATE OFTOWN'TREASURER - - are^ca . TOWN BOARD RESOLUTION Serraa 16-7e 1a (fwrd 7f8" aeha) STAlEOFM5WNSM) Remlvedthat he Plat ol'STONE RUN ESTATES in the Town of ST. CROIX COUNTY) SS CURVE TABLE RicMrond,6000opamtimommoer. iskre6yappromedby me CURVE RAOIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS Richmmd1townBsard.~ S.MagKdy,Ming4rtdayekded,yaahfudardsa+Nsnwnt wasmadfM. Town afGCNwond do bertbyanifyl6atir.azcetdmce with lkaaod;m may CI 167,00' 6092'42" 175.01' 167.11' N6096'l3'E S8952'26'E N30'D4'52'E LOT 2 16700' 27RB'S4' 80.1(1 79.34' N76'2SD7'E S89'S2'26'E N62'38'40'E lb Sectbn Coma Manument of Record 0~ , ` yf Q S olTiuc,ulemamnowpaidazaaurgaidsp<¢ulaawmewaso[ Wartm Radm-Commean DA 112A manyofmclard mcludediatz9oldSTONE LOT I 167.00' }2'}}'46' 94.91' 93.64' 114671161 N6i76'40"E N3094'52'E 0 Found I' Iran Pipe RU ESTATES. C2 283.06 6MOd 296.}6' 283.00 N6094'52'E N3094'SYE S89'SS'OR'E 49 Found 1-1/4' Iron Pipe Ihcmbycmoattkfinegaingisampyofamml6nadopudby C3 21700' 609D'CO' 227.24' 217GC' S6094'S2'W N8955'O8'W S3094'52'W 6 Set 1-1/4' t IS' nom Rena she RRluonad To. &.1 Of 233.06 6092'42' 24.18' 233.16' S5096'13'W 53094'52'W N8932'26 O D~/ LOi 11 231.W' 2213'00" 90.35' 189.78' 54111'22'W 53094'S2'W 552'ITS2'W / iJOTES: 2 wt9dny 4,K3 m:. pa r as tooq elbeck Line E) M K Town rraww ONES L0110 3300' 31'49'42" I53. 19BB6DANV, S7112'43'W 5521T5fW N89'52'26'W F Dara 'S OE}TC8 Clerk / DATE 81 s 1Da' from R-0-W) RStlECISTR0DIX(C0.W1S.a COUNTY TREASURER'S CERTIFICATE rooosed)n-eyLaeaUon amimll,'WIn4""an ELEVATIONS ARE BASED ON AN JSGS NAV^ - 17 JtI!y Eosemwt d5(Aj(n"., AA'~~ @R Ox FEE s ~/4 OF SECTION 26. TKN. g xu~ dh PLANNING ZONING AND PARKS COMMITTEE sTATEOFWISCONS ~amNCS ARE REfERENCEO TO It t' a RESOLUTION S L CROIX COUNTY) SS RI819 *I S ASSUMED' BEAR c002535W 4v"g F- L" y L! L: Ja `HE a4BCELS SHOWN ON THIS OAP ARE SJ5, r TO S11COJt t AN 44SH'P AS Ra ES Rasdved 6-Gibe Colmooko ERUN ESTATES approved of 1,ChcMA,Sfid,being The dulyrWait gwli6d adamrg m Awrd oflk A45 REOJLAi WS .t A'i ANDS Uftyq'i.O >It Af.ESS'C TAR T Kl 9991 xe a .'J ~'+a.a. ✓2 RicMwn4 6•GCorpamdogauneyisbercbyapprordhyme Sr. Cowly o(SL Cron, dohwebyadifymal me amrdsmmy o8ia mmvw PURCHASING OR OEVELD71NG ANY PARCEL, CON AC YE S'. CROx wJN SONG 011,[ NG uwmdDwr Croo County Planning and Zoning Cammme. umd os szles w npaid mxaaspreim sssesmeruuaf THE APPROPRIATE TOWN BOARD FOR ADMCE. roi ALL C1HEE .w CORNERS ARE MAaAL _ o a0eding me lad ineludd in the pal of 'Mid A I'O.D. r IB IRON PIPE BET ~-05 STONE RUN ES NO OWNER OR RESIDENT SHALL DO ANYTHING YIrIICN WOULD INTERFERE WITH OR C'ANGE M I _ OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION PLAN FO,R THIS IAf16ANC LIJ LBS. ~A UNEAR FWi). tog DATE PLAT. IRIS INCLUDES BUT IS NOT UNITED TO BUILDING UPON, OBSTRUCTING, ALTERING, AILING. CR z m In EXC4VARNG OR PLANING IN ANY ORMNACE EASEMEN6, WAi'R DRAINAGE DITCHES. WA1ER 9 OS R',AWAYS, WATER CULKRTS, BERMS O9. GRASS SEfDINGS pu t u E .Slid-Irtumer DATE $CNi w RFt '~W at Dow. DAIS