Loading...
HomeMy WebLinkAbout026-1130-33-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division 4 , r INSPECTION REPORT Sanitary Permit No: 463084 0 GENERAL INFORMATION (ATTACH TO PERMIT) ate Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. - T2J¢LC • /A-. Permit Holder's Name: City Village X Township Parcel Tax No: Miller, Sam I Richmond Township 026- 1130 -33 -000 CST BM Elev: r Insp. BM Elev: / I BM Description: Section/Town /Range /Map No: )W 1!'C •0 -411- pm CST. Lt.r = 1(x • 0 25.30.18.893 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmar l U� Z) I� .Z , �t2.25 X10 ,0 ' Dosing Alt. BM Aeration — - Bldg. Sewer Holding St/Ht Inlet f St/Ht Outlet r TANK SETBACK INFORMATION p , TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet , ' •-gz Septic q 3 t Dt I3eEterfl� 1 3- r d Dosing , Header an. �O r r� o3•�S Aeration Dist. Pipe Holding Bot. System 9:2.5 O3�0 PUMP /SIPHON INFORMATION mal Grade I\ Manufacturer Demand St Cover r E�L_L.>✓Q GPM -2, O2Z 2 .03 Model Number TDH L' � Friction Loss f System Head , TD t, 1 .0 om 6 (0 .5v 1 `�- S Forcem Length l Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of T PIT DIMENSIONS No. Of Pits Inside Dia. Li ' DIMENSIONS O cq) I SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Ma acturer: INFORMATION CHAMBER OR Type Of System: / 31 �� Z UNIT Model Num DISTRIBUTION SYSTEM da Header /Manifold I If Distribution / It f I x Hole Size G x Hole Spacing Vent to Air Intake Length Dia I Length `''"' Dia [ Spacing SOIL COVER x Pressure Systems Only xx Mound O r At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil � Yes I No [ ] Yes � No 'r — COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1426 136th Ave. New Richmond, WI 54017 (SW 1/4 N 1/4 25 T30N R18W)�Red P�Corner Lot 33 Parcel No: 25.30.18.8 3 1.) Alt BM Description= T r length = �0 Cis. 2.) Bldg sewe leng Z'3 _ n - amount of cover = y IC " 56 k t&OP-- V El Yes X , on Re Use other for additional information. formatio No k ev SBD -6710 (R.3/97) Date Insepctors Signature Car, Safety and Buildings Division . County 201 W. Washington Ave,, P.O. Box 7162 Ci/C fi �* A N Madison, W1 53707-7162 Sanitary Permit Number (to be filled m by C vv J` (608) 266 -3151 De artment of Commerce CJ o Sanitary Permit Application State Plan LD, Number In accord with Comm 83.2 1, Wis. Aden COde,•personal information you provide 0 J oC JC may be used for secondary PurpQsetPas s1S 1?h(1 ..._._._ Project Address (if difiereut than mail ns add: cis; P12(v �3�Y� q ✓� 1. ApplicationInformation - PleasePrintAlll formation 0 1 1 Propcny Owner's Name Parcel k — �tl S/41 -rh ice. • � �.al `�� 33 0 / /3o - 3� - C� Propcny Owner's Mailing Address Property Locatio V, NW y,, Section ZS City, Snu Zip Code Phone Number sf&- (e (circle OAQ It. Type of Building (check all that apply) T N; R 1 . E o Subdivision Name CSM Numtkr I or 2 Family Dwelling - Number of Bedrooms P:", � Na m /❑ Public/Couun=W - Descfibellse ^ / 1 ❑ State Owned- Describe Use / •leu < ( tX40� / �iOK ��2• co " ❑City _❑villagexTosvnship of a i — 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A — New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System b. 1 Cl Permit Renewal El Permit Revision ❑ Change of C1 Peru-it Transfer to New list Previous Permit Number and Date issued Before Expiration Plumber Owner IV. Type of POWI'S System: (Check all that apply) _ ❑ Non - Pressurized In- Ground 'Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter u Constructed Wetland ❑ Pressurized ln- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Rxuculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip line ❑ Gravel -less Pipe ❑ Other (explain) �iD��= �• So �` V. Dispersal/Treatment Area Information: C4*" r Utsign Flow (gpd) Design Soil Application Rate(gpdaf) Dispersal Area aired (sQ Dispersal Area Proposed (so System Elevauou _ ys� �.o a. �iz� ysd� z5/ ys ��3•��� -- V1. Tank Lnfo Capacity id Total Number Manufacturer Prefab Site Steel Fiber i Gallons Gallons of Units .4 - Igo p Concrete Constructed Glass New Hunting• Tanks Tanks S:rtx o, Holding Tani Ot / (i(JLS S @•� --. 1,z,ob,c Trcatmcot Unit Uain � g Chamber X' 24W ,� t/t�Q, 6 CO3V y'11. Res poaslblll ty Statement- 4 the tinders red, a,"unse responsibUity for installation or the POWTS shown on the attached places. ^ Plumber's Name (Print) Plumbc's Signature MP/MPRS Number Business Phone Number VtM`�.""& ZZSo Plumber's Address (Street, City, State, Zip Code) /o dd Aaa fW 2 ��9 � Roa 6 S,te.., Lo o�� -- 1 ounr /De artment Use Onl _ Sanitary ❑Disapproved Y Permit Fee (includes Groundwater Date su suing Age n Signatur S.ao:ps: Surcharge Fee) d} -3 SD ❑ Owner Given Reason for Denial �f �G 1.L' Conditions of Approvai/Reas ns for Disapproval Y'S OW N Y 8 3 S ?j(�tirxGEX/j� ��� 6 ep tank Stic , e dispersal cell must all be serviced / maintained as per management plan provided by plumber. �� +� a 44 2. setback requirements mus e main alne� as per applicable code /ordinances. dhe Athch complete platy (to the County only) for the system on paper not less this 81 /2 a I I Inches in sUc SBD -6398 (R. 01/03) r l -c l& -6 w/ S u 90 d:SP dr sEr; bu.�fi /Q.'Ec�'a/ sat ■ - e ✓alua�ior� L3r a� jaa of /oE 4 Spaced 4.1 4 - 1.63 . 1 ♦ Ste t �' SSum tc( � 6 e ,Cof 3 3� 'Qc clR%rC Corn cr 5eC,2'S � �/ prop W ,estrConcr t cp � wc.P �som�2,ow.,,p �ha.•, . L (�roposcd W;ew C "trtke WL101, A(Q SV 4Z-& 0-' w/ itt.6e /,4- /a0 e4c /k - � 3c.(. yoPJ.e, bear o- F-- P��Paed �ar w¢ II 0 e � Q U ST CROIX COUN'T'Y SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer S-►a1 Wt ( . 1 tv- - Mailing Address eX #b / - C - / f4,, S L10 1 t S`y a / Property Address ! y i (. 1 4 *1" ' `/dL— I*M. (Verification required from Planning Department for new construction) S ud t` City /State Ale w k - J%AA o 411 Parcel Identification Number ©ZG - // 3 0 - 3 3 • o 0 0 LEGAL DESCRIPTION V3 Property Location - S L " ) %, /'/"l '/,,Sec. N -R / t , Town of Subdivision eAC- 13 :,i-h- Cm r t a- r Lot # 3 -3 AJa& ,D °� S d 3 Certified Survey Map # y "� l Z '�s Volume $ . Page # y Warranty Deed # 38� y9 , Volume 2 . Page # 3 Spec house / / yes ❑ no Lot lines identifiable/? yes ❑ no SYSTEM MAIN'T'ENANCE 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. The property owner agrees to submit to St. Croix Zoning Department a cettification form, signed by the owner and by a masWplumber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on-site wastewaterdisposal 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 Zoning Office within 30 days of the three year expiration date. tONATURt APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. (�� "'A' l ag, / Z Z/ o S ATURliOF AITLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed I • Safety and Buildings t ` 4003 N KINNEY COULEE RD commerce.Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 scon s i n www.commer isco sin.go / Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September 15, 2004 CUST ID No.225036 ATTN: POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE MILLER CONSTRUCTION ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/15/2006 Identification Numbers Transaction ID No. 1059280 SITE: Site ID No. 689479 Sam Miller Please refer to both identification numbers, 1426 136TH Ave above, in all correspondence with the agency. Town of Richmond St Croix County SW1 /4, NWI /4, S25, T30N, R18W Lot: 33, Subdivision: Red Pine Corner FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 980294 Maintenance required; 450 GPD Flow rate; 32 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Biofilter 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, COnditl•Ol stats. The following conditions shall be met during construction or installation and prior to occupancy or use: APR" EF TMENT OF 1 OF EY) General Approval Requirements: SEE CORRESP • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1) " and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. MICHAEL P MC DONELL Page 2 9/15/2004 • 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 See. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, and this letter shall be on -site durine construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 K —, .� Ile-0 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @,commerce. state. wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Mound System Maintenance and Operation Specifications Service Provider's Name Jim Thompso #30021 Phone 715- 248 -7767 POWTS Regulator's Name St. Croix County Zoning Dep't. Phone Ltl 5_386- 4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once eve 3 ears P P Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Ins ect for ponding and see a e onc every 3 years__ Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code, 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ............... Grade \ 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Sam Miller 3 bedroom residential mound system Page 5 of 9 Mound System Management Plan Pursuant to Comm 83,54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals iSBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. 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, 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 finer when removed from its enclosure. If the fitter is equipped with an a arm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. 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 fifer is installed within the tank it shall be Inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather Installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BO D 30 mg /L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flew 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 t,e flus ied of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Sam Miller 3 bedroom residential mound system Page 6 of 9 POV/ TS OWNER'S MANUAL & MANAGEMENT PLAN Pa ( o f Z VATION �a—k ? % Ma Co,/nLr Ise 3 SYSTEM SPECIFICATIONS Ak (_L..C. Septic Tank Capacity /Do a l ❑ NA Septic Tank Manufacturer (,�)m,; S �✓ ❑ NA ;IGN PARAMETERS Effluent Filter Manufacturer Zo�b�) ❑ NA tuber o` Bedrooms 3 ❑ NA Effluent Filter Model ❑ NA c` Public Facility Units A Pump Tank Capacity ? �c a l ❑ NA Est,ma flow (average) 300 g allday Pump Tank Manufacturer L Q, S a✓ ❑ NA Design flow (peak), (Estimated x 1,5) Z/S'o gal Pump Manufacturer Z ❑ NA Soil Application Rate d 1 0 7 gal/day/ft2 Pump Model (� Pl ❑ NA Standard Influent /Effluent Quality Monthly average` Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter ochern cal Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: �"Pe eated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L 11 In- Ground (gravity) 11 In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg /LNA ❑ At -Grade Mound j Fecal Coliform (geometric mean) 510` cfu /1 OOmI ❑ Drip -Line ❑ Other' — ' �,1ax� mum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA ❑ NA Other: ❑ NA 'values typical for domestic wastewater and septic tank effluent. Other: ❑ NA t AINTENANCE SCHEDULE Service Event Service Frequency n ❑ month(s) (Maximum 3 years) ❑ NA soect condition of tank(s) At least once every: �, 6d' ear(s) sump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA soect d spersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA year(s) ❑ month(s) ❑ NA C can effluent fihter A5 Aj �--- — At least once every: /, / ear(s) ❑ month(s) ❑ NA soect pump, pump controls & alarm At least once every: ❑ year(s) ❑ month(s) ❑ NA ush laterals and pressure test At least once every: ❑ year(s) er At least once every; ❑ month(s) ❑ NA ❑ year(s) MAINTENANCE INSTRUCTIONS - spections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Yaster Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. TanK nscections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, -easure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. `he dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding o' effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the mTediate notification of the local regulatory authority. ^en the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire tents of the tank shall be removed by a Septage Servicing Operator and dispo$ed of in accordance with chapter NR 1 3, ',','isconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 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, ti JD OPERATION Page ?' of ?/ ,instruction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals impede the treatment process and /or damage the dispersal cell(s), If high concentrations are detected have the contents ink(s) removed by a Septage servicing operator prior to use. ,n start up shall not occur when soil conditions are frozen at the infiltrative surface. ,ng power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be ,charged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of ,/fluent. 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. • 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. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. T alua ' o Ong t`ank be a ' e ai e �p ��ZD4 -1 l'6 17� �- /�/�✓ � p nJ 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 AND /OR 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 POWTS MAINTAINER Name � Name L Phone (Z� s" 1 Z �, Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name C l &JTY 20&1I xJ Phone ' document was drafted in compliance with dhapter Comm 8 3.22(2)(b)(1)(d) &(f) and 83.64(1), (2) & (3), Wisconsin Administrative Code, q cF MOUND AND PRESSURE DISTRIBUTION COMPONENT DESI Residential Application �fl INDEX AND TITLE PAGE "O�_nn v 4 0 / v Project Name: Sam Miller 3 bedroom residential mound system ' Owner's Name: Sam Miller Owner's Address: P.O. Box 151 Trout Brook Road Hudson, WI 54016 Pcl. Add.: 1426 136th Ave. Legal Description: SW1 /4NW1/4, Sec. 25, T.30N., R.18W. Township: Richmond County: St. Croix Subdivision Name: Red Pine Corner Lot Number: 33 Block Number: na Parcel I.D. Number: 026 - 1130 -33 -000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan ' � Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report QM 'AIERCS yVU S GS Designer: Mike Mc Donell License Number: 225036 Date: 08/26/04 Phone Number: 715- 386 -8692 Signature: HAZ 16 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 I Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.00 Design Flow (gpd) 2.50 Site Slope ( %) 102.50 Contour Line Elevation (ft) 32.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd 1ft Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highes�oint in the distribution r- Y Pressure Disribution Information network? Enter Y 6'r - N ' (c or e) c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elev (ft) _ 4 Number of Laterals of the highest point. E�� 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) _ 40.00 Forcemain Length (ft) Does the forcemain drain back? L Y ___� 95.50 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal) 7.00 Vertical Lift (ft) 81.25 5x Void Volume (gal) 0.76 Friction Loss (ft) 87.77 Minimum Dose Volume (gal) 14.26 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options cho 0.75 1.25 x 1.00 x 1.50 x v x 1.25 x 2.00 1.50 x x 3.00 2.00 x - ____ - - -- 3.00 x Gallons /Inch Calculator (optional) Treatm Tank Information 750.36 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 37.00 Total Working Liquid Depth (in) Wieser Concrete IManufacturer 20.28 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 750.36 Dose Tank Capacity (gal) IZabel Filter Manufacturer 20.28 Dose Tank Volume (gal /in) jAlo _ _ Filter Model Number Wieser Concrete Manufacturer Project: Sam Miller 3 bedroom residential mound system Page 2 of 9 Mound Plan View T 1/108 : ;[(: . J . ;. ;.:... ;. ;. ;. ;. ;.., Observation Pipe 3 Kti ti •, ; ti •.•ti••.•ti••.•ti•• ••.••. • •• •• •ti••�•ti ; •. ; ti. ,. ;�r: r• r r•rr•. :••r :•r•:,•';•: • }:: :'::;r•r,f,; A ;.�� ti ti•ti•ti•ti:ti•,.• 5 ti•ti••. •ti; ; �•ti ; ,;.•. :'•r•:•r•r•r•r•r• r•r•. •+ r•, r• +, ; r•f•: •: + :;r; '. �ti; ' ti••.•1••.•5.•'ti•'.••.•51- �ti••.. •.•4•'.••.• +. ;•.•ti• L•1.`1.•ti•'+ ' :;r•r•: •r•: •: •:•r•r;r;r•r`:p:;: •r;:;:;:;r•:;:; :;r;r;•' W g - - ' ' , I . ..... ... ............................... .......... ............................... .......... ............................... L Mound Component Dimensions Down slope toe extension made. A 5.00 ft E AO.50 in H 1.00ft K 7.06ft B 90.00 ft F in I 7.50 ft L 104.13 ft D 6.00 in G ft J 5.00 ft W 17.50 ft 450.00 (ft) Dispersal Cell Area 1125.00 (ft Basal Area Available 5.00 (gpd /ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.79 (ft) —► I riirrrrrr 2 rirrriri. I F " "" 103.50 (ft) L I rrrri r r Dispersal atera 103.00 (ft) — Invert Dispersal Cell ;[ Elevation E D kA A 102.50 (ft) Contour Elevation 2.5 % Site Slope Geotextile Fabric Cover Shading Key $. Dispersal Cell See lateral details on 1 Topsoil Ca .a 1.5 ft • .. Page 4 for number, © rrrrr Subsoil Cap 2 •!; :r; ti 's:, 'rr�. size, and spacing of LL ASTM C33 Sand Z r �f�' •�:�r � F laterals. Laterals are w ® = Tilled Layer 0.5 ft .. Lara d r te l equally spaced from [5] = Aggregate v c ` ;�:';•f: tf�r�r;l?1; the distribution cell's ---- A centerline in the distribution cell (AxB). Project: Sam Miller 3 bedroom residential mound system Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical P 5 • = Turn-up w1 ba ll valve or 1<-x---+K1 2 I >er2 >I Laterals &force main of PVC Sch 40 cleanoutplug per COMM Table 84.30.5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 44.28 ft Orifices per Lateral 18 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 7.41 l gpm Manifold Length 2.50 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 14.26 ft Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and —► Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented E— Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer T _ 2 in. Capacit 750.36 Gallons Volume 1 20.28 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.50 375.14 B 2.00 40.56 C 4 p off e levation (ft) C 4.50 91.30 1 96.50 D 12.00 243.36 D Total 37.001 750.36 il _J Dom se tank elevation (ft) 3" Bedding un er tank. 95.50 Alarm Manuafacturer ILevelArm Alarm Model Number JDLV Pump Manufacturer JZoeller Pump Model Number 198 �! Pump Must Deliver 1 29.66 gpm at 14.26 ft TDH Project: Sam Miller 3 bedroom residential mound system Page 4 of 9 � _X HEAD CAPACITY CURVE EFFLUENT MODELS "o Mcael 185 913° sro.�l 42 135 -- — not be subjected to less than -3 fee+. TC� a0 130 1 38 125 20 + 36 91 115 -- - 3a 0 32 05- 30 100 -- - 1 -- 95 } -- 28 90 -- 86, 26 95 4186 24 80 165. 75 alb 4 22 70 -- — � I B 66 63. • I 4163 55 189. 4189 5 - 16 50 14 a5 - 2 °0 88, a0, 35 4140 4188 - 10 3o - - 1 37 165 25 8 °185 it I r. 1 _ 416 I 1 'O• 11 2 5 _ 4161 l 53.57 'U.S. GALLONS 10 20 a0 50 60 70 80 90 100 110 120 130 140 150 :6J LITERS 80 160 240 320 400 480 'i6C E4( 0 Fl. PER MINUTE TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE EFFLUENT AND DEWATERING Mocel 53/57 98 137 140/4140 161/4161 163 /4163 165/4165 185 /4.85 {--- 136!4166 188 /41,8 T 11 15d Me;ers Gol. Urs. Col. Lill. Col. Lill. Col, Lill. Col. Lill. Col Lill. Gol. Urs. Col. ltr�s '�GCI. L.rs'a. l s, Cc _ Lrs I 5 1.5 273 93 352 91 344 100 379 61 231 61 231 Sd 1 _ _Z25_ _ 5 < 5 s49 l40 543 3 �i 43 163 72 'C } 34 29 61 231 79 299 318 93 352 231 64 61 61 2 31 58_ 7 1 1 0 <5 30 140 530 _ � ------ 5 19 72 45 170 64 242 76 288 85 322 60 227 61 231 56 220 1 1„4 - T 0 7 155 5 u 45 1�` _ c.1 25 95 36 136 68 257 79 299 59 223 60 227 5d '120 _ 1 28 _84 131 496 45 ,.6 8 }0 59 223 70 265 57 216 59 22J 58 220 122 41, 1 125 _ <13 45 1 C 9.1 4 9 185 62 235 55 206 58 220 85 3 - 22 58 720 1165 }9 • 12) ;4 47 - - � 12 2 ! 21 79 45 170 4 6 172 SS 206 70 265 } 1 --56 13 ao _ 220 10.94 109. 15 2 i 20 76 3} 125 50 189 51 19J 58 _2 9J Cn 57 ;65 47 1 - � 1E.3 IS 57 39 148 32 171 �5 8 20 _ 7 69 Eo 3225 a t C 21.3 23 87 9 34 1 , 52 197 51 , 93 6l Icl 4 . _.__. 2 <.s 10 }8 45 '70 2d 06 5 19 5 1�C "- i - -- - 1 - -- - - 274 ( 31 I17 2 8 1 45 :C 1S t _ 367 -- -- -7 -- - -1 -�--- - - ) - -- t c 35.0 -- Lcc, verve 19.3 H. (5.9m) 23 11 (7m) 26 fl. (7.9m) 46 It (Um) 56 IL (17 1,,) 66 I1. (201m) 66.5 It. (26,4m)j 73 IL (223m) I14 11 ( }4 7 ) 3�. I.- (21 110_i 33 m),I 7 1 - -� MEJB CIR (,� 11 U � UL 4,o SE_GE J� O yr / Puu —s ISSN "' © Copyright 1998 Zoeller Co. All rights reserved. , l �� ( — ,q or #Oropost.c( macxw7 d a.-b 1750 `k' 10y i,3 ' dr s�; hw{ich /2'E�i'a/saf l!'.t "r $ '�•� -Y "o-1-iA'•uS Soil ¢ ✓a/ua�ion�r'� G� �?ar /oaof /oE S a-t z.S3' tL / r locate Pao p. N :sca./ / �� i Z "S�.yo? ✓.c. / b , � ,Cot 3 3 Q�ori�� C �orner 5eC, ���` �� _ Proposed uailS :�Conc/CEf T of,��t�Cnan� Sd•Cro %k ���J y ".4.5, 7nr. 3 0 35i 61 2A' /u"*- li 1-rOQOSLC Wiescr Conucke WLP,WO Afl Se 61.n w/ 4ta,6e /,¢ -ice a 4fYk 1•, E V S/0 0,e bu;/d;nq Sewa�; ' d Pro Po Std W 36edra�►� :" ,�cs�dehc2 �a�a9e war! . 0 O� Q; U C o "L r Wisconsin Department of commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Cr oix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal rsfertence pdtnt(8M), direction and Parcel I.D. 02(., _ //3 v— 3 3 --dam percent slope, scale or dimensions, north arrp air'd I6cation and distance to nearest road. Please pri 7e� ; ,' ( econd // �l` i dlorma n. 1eW Date Personal information you provide may be u Privacy Laic x)15.04 (1) (m)). Property Owner perty Location DEC 1 o . Lot SW 114 NW 1/4 S T , �N R or) W Property Owner's Mailing Address S1 GROtX 101 # Block # Subd. Name or CSM# 1611 H 1 � COUNTS City State Zip C l h �' .,' R C ity E] Village � Town Nearest Road S rin Lake P k 55432 �' 11T.'1 c-hirriond St ® New Construction Use: @ Residential 1 Number o ms A Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material glacial drift Flood Plain elevation if applicable na ft. General comments and recommendations: mound @ el. 103.20', based on contour line of el. 103.20' a Boring # n Boring 102.7 54 ® Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ffz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 4 none sicl 2msbk mfr qw if 1 .6 18-41 5 4/4 none sl 2msbk mvfr qw if .5 .9 4/4 none SCL M na qw na .0 .0 . 5 54 -74 10 7/4 c2d7.5 5/8 Limestone Residuum np np Boring # Boring 102.7 32 2 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appli cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -8 10 3/3 none L 2msbk mfr gw 2f .5 .8 2 8 -18 10 4/4 none sicl 2msbk mfr gw 1f .4 .6 sl 2msbk mvfr if .5 .9 2d7 5 5/8 Ifs osq mvfr qw na .5 .9 5 42 -60 10yr 8/1 c2d7.5yr 5/8 Limestone Resi uum np np Effluent #1 = BOO > 30 220 mg/L and TSS >30 < 150 mg/L uent #2 = B < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gary L. Steel 02298 Address Date Evaluation Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11 -14 -2000 715- 246 -6200 I Property Owner Oakwood Land Deve lopment Parcel ID # pending Page 2 of 3 F- Boring # ❑ Boring 31 ® pit Ground surface elev. 101.70 ft Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont: Color Gr. Sz. Sh. 'Eff#1 'Eff#2 -10 10 yr 2/2 none 1 2msbk mfr gw 2 f .5 .8 mfr Clw 1f .4 .6 18 -36 7.5 4/4 none sl 2msbk mvfr gw 1f .5 .9 4 36-42 Syr 4/4 no ne scl M na qw na .0 .0 c; 42-6S 1OUr 7/4 72d7-5vr 8 Lime tone Res duum I I np n F-I Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. aIJEEplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. E] pit NiNplication Rate 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 ' Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 5 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS 5 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. SBD- 6330(R601) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development, 1554 200th Ave. CSTM2298 SW4NW' S25- T30N - New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #33 -Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1" =40' BM.= top of SW lot er @ el. 100.00' Alt. BM.= top of NW lot corner stake @ el. 1 .00' 0 � Gary L. Steel 11 -14 -2000 \Cj �� V 2 4 0 0 P 5 2 3 7 3 8 8 STATE BAR OF WISCONSIN FORM 1 — 1998 KATHLEEN H. W ALSH REGISTER OF DEEDS WARRANTY DEED ST. 'CROIX Go., KI RECEIVED FOR RECORD Document Number 09/04/2003 02:30PM This Deed, made between Oakwood Land Development Inc a Corporation , Grantor, and Sam E. Miller, a single person Grantee. WARRANTY DEED Grantor, for a valuable consideration conveys to Grantee the following EXEMPT 4 described real estate in St. Croix County State of REC FEE: 11.00 Wisconsin (the "Property "): TRAMS FEE: 607.20 COPY FEEL CC FEE: PAGES 1 Recordln2 Area Name and Return Address 000 Sam E. Miller `1369 4 49th p.�.(3o > 5 I r 30'_3 ww_RtoKI"Ad, WI •, t aco -�r� 30 -3 _ dam. s Lfotco -� D Da (0`«-_:�o 3-5- Parcel identification Number (PIN) This Is not homestead property. (Is) (Is not) Lots 31,32, 33, 34 and 35 Red Pine Corner. Lot 54, Red Pine Corner First Together with all appurtenant rights, title and Interests. none Grantor warrants that the title to the Properties good, Indefeasible In simple fee and free and clear of encumbrances except Dated this i day of �+ 2003 (SEAL) (SEAL) 62 O wood Land 26 _ _,- nt. Inc (SEAL) (SEAL) t AUTHENTICATION A�KNOWLED r � Signature(s) State of Wisconsin, ss. St. Croix County authenticated this day of � Personally came before me this day of P Air , 2003 the above named r et vi president f Oakwo and v to me known to be TITLE: MEMBER STATE BAR OF WISCONSIN the p on who executed the foregoing Instrument (if not, an ckn dge th P v e same. authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY A�. e 1�4�/`�7'Yli1C��� Coldwell Banker Burnet '� AQb �y Public, State of 1301 Coulee Road z ' pRA K ' Hudson, W 1 54016 YAI�A §mmission Is permanent. If not, state expiration date: 2 -41070 HERBST ti s .� /f ) (Signatures may be authenticated or ackAW IV�d. 6_ Both are not necessary.) + +t � ........ Names of ersons si nin in an ca aci must be 1t ea ll or ted below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 — 1998 Milwaukee, Wis. i pc� ♦ y �. 66,0010 sot Fr. `Ncj ,' � o F X52 ACRES �`' i LOT 31 66,046 SO. FT. ,LS - L +•�c� / 1.52 ACRES Dc %J � •' Z LOT 33 s q h \ S •��; ���. 65.952 SQ. Fr. 451 ACRES LOT 32 \ ♦sRXS\ `, � 6 , 1 ` % 69,886 s0. Fr. / S F _ t 60 ACRES 3 N , ��•�� / 6 6 0°' ` 17 . � -- � _. ' `\ I y - - -- : - - - -- LOT 43 3 65,967 Sa Fr. --- -- �_'s -• 1.51 ACRES \� .OT 40 ti 594 SO. Fr. ��. i V ACRES `4 � �o� i �^� ry ° � �� •'' • LOT 42 - WIC LOT 41 ? 67,622 So. Fr. 66, 4 SO. Fr. N i t 55 ACRES �• I )20.00 1.53 ACRES o >, W i 406.32' i 1536.78' 326.76' 3. ; - _ — — - N89'52'26 - W 1569.78' — — £AST /wsr OUARTER u NZ -O ?5. 1 I — — — — — — OVERALL EAST —WEST 1/4 LINE: S89 52'26 - E 52 I I I 63.5E I i I RICHMOND H--I- L- L - S - I I ---------------i -- - - - - -- LOT 21 1 -- - - - I I --- - - - - -- LOT - 22 i LOT 23 LOT 24 I r ,� �� 1 ��