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HomeMy WebLinkAbout032-2075-90-000 oh p e �o i a o � I o I N� N 0- n a) € M w N h N a r- `o CL a� 0- of a a �- o O Z m y m Z c LL o 3a �3 °> awt� U fC � CL a� 0 C-4 J = o I € v O o a m � H C7 I � I O z a 0) z c to I- r' N E E o c • N O O O m = w N O V 0 O 4- O Q Q 'a+ N O Q Z Z Z Z o N y 4 0 co N L Y v CL ca m D O a h w E wU E o O O O O •P%6 _ o'a a a CL v (n J C) O O O } N N �l 2 p N Z K O O O co 00 O O E N N I f O O �O N 7 C CD e a m o v LO Lo O N V! O co O ' (9 O c H O U O C N = 0 0 co N c v a O O O V L n O O c N N N W � n 0 N ! C @ N 00 C O N Cl) 7 y 7 N to 0 b N o E n '> m ao • O r U) d M 0 Z y Y 0 2 N Q � � I • '� a y ' 2 d a c �+ u _1 A ciao '',0U)L)) I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. CCOIX Safety and BGilding Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 395173 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. b & 0 7 - 3 3 Permit Holder's Name: City Village X Township Parcel Tax No: Pierce, Robert G. I Somerset Townshi CST BM Elev: Insp. BM Elev: BM Descripti n: TANK ITOORMATION ELEVATION DA IA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ( 0 v0 Benchmark 0S s � � CCK � ` 81 d9 Scwer7Sh � r Holdin St/Ht Inlet A:1 / TANK SETBACK INFORMATION St/Ht Outlet #L ( q TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 2 . n Q3 4 0 / S" Septic 1 5y >YO/ DtBottom �3L ,J is w > / Header /Man. 2r n� 10 L pes., �s /U Dist. Pipe 2 d � ' 2 Holding Bot. System 3 - / Z ' PUMP /SIPHON INFORMATION Final Grade Manufacturer ��++ Deman St Cover C90 4, GPM Model Number LA) 00 V / / 3 2. 7 -_ � A , ZM # 3 Jt , l TDH Lift Friction ss System Head TDH Ft A Forcemain jLength Dia. Dist. to Well r Z tr 0 () SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length No. Of Trenc[�as PIT DIME S No. Of Pits Inside Dia. Liquid Depth DIMENSIONS Z I W SETBACK SYSTEM TO P/L JBLDG 1WELL LAKE /STREAM LEA Manufacturer: INFORMATION CHA R OR Type Of System: �/ f UNIT Model Number: ys.so 7- ��s DISTRIBUTION SYSTEM 70 = O Header/Manifold Distribution x Hole Size x Hole Vent to Air Intake tl Pipe(s) > / N > / t L 2, 1 Length _ : ?_ 31y y Dia !r r( Spacing / t0 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes Dal No Yes 2 No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:( / /�L Inspection #2:a/ Z - 1 Location: 1557 Maple Hill Road Houlton, WI 54082 (SW 1/4 NE 1/414 T30N R20W) NA Lot 4 Parcel No: 1.) Alt BM Description = . ✓ /S O /, 5t a 2.) Bldg sewer length = Gy1e5f "' �l �, 3 ,P ) bt 4w,., - amount of cover = 6 w✓ f eal I 3.) Contour = /0/ 35 Z :5/0/ - Plan revision Required? jw� Yes No Use other side for additional informaf n. ii — Date Insepctors i ature Cert. o. SBD -6710 (R.3/97) IIL Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 , 'WirSCOnS % n personal information ou rovide ma be used for second u Madison, WI 53707 -7302 Department of Commerce y p y � p ur p oses [Privacy Law, s. 15 (J(im)] `:. .. (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) r .Aystem, on papetnot4ess than 8 -1/2 x 1 I inches in size. County State Sanitary Permit Number ck if r visi previous application State Plan I. D. Number I. Application Information - Please Print all Informatio t77 Location: Property Owner Name J J J — Property Location plat T �- _ G � �T -, J r. ; 1/4 ' 1/4, S ,N (or Property Owner's Mailing Address ,a � 0 00 4 TY Lot Number Bloc Number '' V!"WG C, F 1114. City, S to Zip Code e r Subdivision Name or CSM Number 11. Type of Building: (check one) as per * ❑ City ❑ 1 or 2 Family Dwelling - No. of Bedrooms : 1,.,,.�,(.,�s ❑ Village ❑Public /Commercial (describe use):_ Town of State -Owned jj �p Z� Neatest Road _ P arcel TaxNumber(s) _ 7 , a ._ - t„ III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) , ;21? , 17 3 G A) 1. ❑ New 2. 1Z Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) El Permit Number Date Issued A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ❑ Non - pressurized In- ground J V Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inc Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ .® ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the and signed, assume responsibility for installatio of the PO WTS shown on the attached plans. Plumber's >afne nt) 1 Plumber's igna e s ps MP/MPRS No. Business Phone Number Plu ber's Address Stree City, State, Zip Co e) IX. County/Department Use Only LD� Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued I sum Agent Signature (No stamps) 1 , Approved Owner Given Initial Adverse Surchar a Fee) dV termination 3 Z5 ( Zeu X. Conditions of Approval /Reasons for Disapproval: LI k4o t, t� , r � SBD -6398 (R. 07/00) X71 •'- J /i/�,C - -Y � //. /1j '`J(r / /Ul.. ✓ ;i•+li,� v' / �. L •P.C�'9G ••' -. � i . /C'C�. C�� A t Zi - 411���� ® a �' Lie' ".✓�J =t ✓.�� ��,—' •' /,.J / =. ,v �1 Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 aff isconsin www.commercestate.wi.us /sb www.wisconsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary June 26, 2001 CUST ID No.224263 AT77V: POWTS Inspector ZONING OFFICE KIM A O'CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/26/2003 Identificatio ers Transaction ID No 649737 SITE: Site ID No. 630808 ROBERT G PIERCE Please refer to both identification numbers, 1557 MAPLE HILL RD above, in all correspondence with the agency. TOWN OF SOMERSET, 54082 ST CROIX COUNTY SW1/4, NE1 /4, S14, T30N, R20W FOR: REPLACEMENT MOUND, 600 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 795587 P 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 Ct)nd "'; chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. 1 P P The following conditions shall be met during construction or installation and prior to occupancy or use: [ ' DEPARTME!" I • This system is to be constructed and located in accordance with the enclosed approved plans and with the DIV) "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems SBD 10691 - P ( N.01 101) and SSWMP Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank- S -� Absorption Systems." • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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 maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area. KIM A O'CONNELL Page 2 6/26/01 • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • The existing septic tank must be inspected for structural soundness, size and baffles and must be brought into conformance with the requirements of COMM 83, Wis. Adm. Code. If it does not conform a state approved tank must be installed. • The proposed pump settings have been adjusted provide a dose volume that is greater than 5 times the void volume and less than 20% of the design wastewater flow plus drain back. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of 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. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 RICIA L SHANDORF POWTS PLAN REVIE ,INTEGRATED SERVICES WiSMART code: 7633 (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE. STATE. WI.US cc: ROBERT PIERCE r' MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: ROBERT G PIERCE Owner's Name. ROBERT G PIERCE Owner's Address: 1557 MAPLE HILL ROAD HOULTON WI 54082 Legal Description: SW NE SEC14 T30N - R20W Township: SOMERSET County: ST CROIX Subdivision Name: CSM .�. nally Lot Number: 4 Block Number: E Parcel I.D. Number: orJif�t::ft AND BU Plan Transaction No.: Page 1 Index and title ;�ONDENCE Page 2 Data entry Page 3 Mound drawings 61 L� Page 4 Lateral and dose lank ` Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 PLOT PLAN Designer: KIM A OCONN se Number: 224263 Date: 05/24/ 1 P Number: 715 -755 -3145 Signatu Devgned Pursuant W the Mound Component Manual for POWTS Version 2.0 SD &10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/0-1) Page 1 of 8 06/20/2001 07:14 7152473038 BELISLE EXCAVATING I PAGE 06 Mwnd and f limmum I]WbWon Corr Dnip Design V"k~ 1 V orc) erdd or Conwoeidd Design Note s.nd fa (o) calculdiwo son=* a ttlted Ylliaetet Meer Flow (gpd) Tabun 834" " -situ wil 4011MIert for tbcd " Fllr W (e.g. 1.5 IW%) cOform of a 36 Urohm slope M DLr Une l Mevatim (ft) to Umlting-F6ctor'(in) Soil l AppfCOM Rage (9044) F T, CaN IrwWO Nion laperaal Cep Length Along Corttour� (ft) s 8.00 Cell Width (ft) hpdSSl Gel! Demo L�oedtn0 Rata {gpolit�) tM twit tw Oa t,► (I or 2) Are the We"" the ttiglt+w in the distribution Y P DIe vxolarr trlfl<bnrAt m net &c rk? Enter Y or N (c or e) a Center or End Manifold 4,00 lateral Spasm (it) if N about, enter the ele!vtllta+ Number of gels of the highest point. 0.1 Oritlae star (in) (e g. 0.25) �. � Orift e Spiking (ft) s 12.00 it 2. Forcwndn DWAmAer (in) Fro taywin LenO (ft) Does the forcemain drain back? Y NR. Pump Tar* Etevawn (ft) Enter Y or N 3.25 System Head (ft) x 1 -3 13.88 Fomemain Drainbw* (gal) 12.82 Vertical lift (ft) 118.78 5x Void Volume (gad) 1.94 Friction loss (ft) 133.66 Minimum Dose Volume (9ai) 17.81 Total Dynamic Mead (ft) 32.77 System Demand (9Pm) Uftral Dfamefer Selection MarNfold Diamew selection in. dia. options choice in. dia opt i ons choke 4. 1.25 x 1.00 1 -50 x 125 2.00 x 9.50 3 -00 200 x x 3..00 x QWoraflnch CWukftr (q*Qnat) Tr+a s"W" T4kv* Mnbrn'raN" 1000.00 Total Tank Capwty (gal) 1000.00 a is Tank Capacity (gal) 52.00 Total v*xmng Uquid Depth on) Meru�facttx�tr 1923 gallln (enter result in ceN 849) Dose T Infbnradon EAlueat Ffhw Irtlbr mMw w 000.00 DOW Tank Capadty (gel) Izabal Fitter Manufacturer 1%541 Does Tank Volume (gallin) A100 F=ilter Model Number weeks Mar0ettt w Project: ROBERT G PIERCE Page 2 of 8 z Mound Plan View 1/ 10 g J Observation Pipe 0 �K �} Qs A W B — I �'-- L Mound Component Dimensions Down slope toe extension made. A 8.00 ft E 10.84 in H 1.00 ft K 7.61 ft B 75.00 ft F 9.50 in z 8.00 ft L 90.21 ft D 7.00 in G 0.50 ft J 5.02 ft W 21.02 ft 600.00 (ft`) Dispersal Cell Area 1 1200.00 (ft`) Basal Area Available 8.00 (gpd/ft) Linear Loading Rate F 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area FiNshed Grade 103.58 (ft) 111,11115 11 .... F Dispersal c el 102.28 (ft) Lateral 101.78 (ft)* Invert Dispersal Cel Elevations;` E p 10 .20 (ft) \ Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key — J persal Cell See lateral details on 1� Topsoil Cap 1.5 ft — Page 4 for number, © Subsoil Cap c 4 size and spacing of ASTM C33 Sand " a F laterals. Laterals are Tilted Layer d 0.5 ft YypioW Lateral equally spaced from ❑5 Aggregate a c the distribution cell's A centerline in the distribution cell (AxB). Project: ROBERT G PIERCE Page 3 of 8 06/20/2001 07:14 7152473038 BELISLE EXCAVATING I PAGE 05 End Connection Lateral Layout Diagram P •a Tarot-up rlrpall v*rwor o166wWA wO J AN IaW W am 0WWWM it► X�s� Mol.a �dl on Nw ewleor� or dw aaawaa 9 lQlNel� ri�aaw 1<oaeo er►�il► aeewe+etloR VQ tee � r�DCa: ro m�Ncrltl yt Jlr� dbM'R. LieMr110t � rorae male OF r'v'C'9oly se aw SCOW Tab% -5) Number of laterals 2 Orifice Diameter 0.188 in Lateral Diameter 2.00 in Orifice Spacing (X) 3.06 ft Lateral Length (P) 73.44 it Orifices per Lateral 25 Lateral Spacing (8) 4.00 ft Orifice Density 12 -00 ft Lateral Flow Rate A gpm . Manifold Length 4.00 ft System Flow Rate gpm Manifold Diameter 2.00 in Total Dynamic Head Forcemain velocity 3.35 fUaec Dose Tank Information Lmldng cow wth,,mnWq label and lodwq devloe WW :,asbd waoeltght EWcbiCrd as pa► NEC 300 and —� Comm 1 &26 WAC DisC<�r+nect b k► min Tank comporlarit is properly vented E — Forcemwn diametARerns" OL09 ,� _ locadion er weeks Manutac to er 2 in. Ca 800.00 Gallons volume 1 64 OWAnch A Weep hole or 00 - Dimertal Inches Gallons B siphon dwWW A 23 � � � 7; C orrelouebinn rt 8 2.00 36.28 ,� f „ C 14247 �3.� c 88.87 D 3.00 157.12 D Total 40.pl 800.00 � ta,k elevrwtfon rt " Bedding- under tank - '" 88.00 Alarm Manudacturer 3.J, EUCTO SYSTEMS Alarm Mode) Ntimber mw 101 Pump Manufacturer OME Pump Model tdl y bW VYEIJ$11 L Pump Must Deliver 32.77 gpm at 17.81 ft TDH Project. ROBERT G PIERCE Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name KIM A OCONNELL Phone 715 -7145 W POTS Regulator's Name [� ST CROIX COUNTY ZONING Phone 71531 80 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 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft` Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Cofiform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Cornrn 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. Adrn. 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: ROBERT G PIERCE Page 5 of 8 • Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General 1 his system shall be operated in accordance with Comm 62 t34 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD- 10891 -P (N.01/01) and SSWMP Publication 5.6 (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, bUs. Adm. Code. The operating condition of the septic tank and outlet finer shall be assessed at least once every 3 years by inspection. The outlet finer 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 fifter 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 rnaximurn scum arid sludge accumulation if) f he tank. The addition of biological or chemical additives to enhance septic tank: performance is generally not required However, if such products art used they shall be approved for septic tank use by the Dopartinent of (.OmmerOe. 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. 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 3D mg/L BOD 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 systern 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. CorVinpency Plan It 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: ROBERT G PIERCE Page 6 of 8 Performance �, Effluent r � ' :P Curves . METERS FEET 90 1 - -- + + - -- - - MODEL 3885 25' 80 SIZE 3 /4" Solids w E15H O 70 z 20 - - WE10H l— a 60 0 I - WE07H- --- — 15f- 50 l 40 E05'H - -t- -- 10 30 WE03M 20 W 03 10 — ; 0 L 0 L� 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM i _ i l 0 10 20 30 ml/h CAPACITY MGOULDS PUMPS, INC. SBNECA FALLS NEW Yom 13148 METERS FEET 120 — MODEL 3885 35 __ :__. __ __ ___ _ SIZE 3 /4" Solids 110 WE15HH ! i I -}- 100 '' . _ r--- - - • - --- - -f - --I- -- — -. _ r . -- — 30 ~ - 90 25 80 — , , I = 20 F 60 - - -+ -+ - 4 - - -- WE05HH 15 50 - T' 40 101 30 20 5 I 10 +— OL 0 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM 0 10 20 30 m'/h CAPACITY 1985 Gool(18 Pumm Inc. EHeCtive July, 1985 0188.5 �l 4��,�T (r' � - i�:i ,�C � `,� / .� l ✓' �/' �✓,c� � - .5 cC /�- T�'A�- iS��C r✓ ��iin,G -/ �� i.lh'� ✓�c� /lug.. u f ,5, a „�y Div ��- r.c.'9c K i : ; ; c'C', l� / Z I p� I � I y i I � � Wisconsin Department of Commerce SOIL EVALUATION REPORT Page — Z- of Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code County 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 reference pant (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print al! Information. by Date Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.04 (1) (m)). Proper(y Property Location J — Govt. Lot 1/4 1/4 S T N E (010W Property Owner's Mailing Address Lot # Block Subd. Name or CSIM City S to Zip Code Phone Number City ❑ Village 10 Town Nearest Road 12L I ( �') s - &-& ❑ New Construction Use:I2l Residential / Number of bedrooms Code derived design flow rate GPD JZ Replacement / ❑ Public or commercial - Describe: Parent material ;L �� Flood Plain elevation if applicable l4 ft. General comments and recommendations: F-/1 Boring # [] Boring 14 Pit Ground surface elev. 923 ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/l1F In. Munsell Qu. Sz t. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I i Bortng # Q Boring Pit Ground surface elev. a- 2, 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. CprvL Color Gr. Sz. Sh. 'Eff#1 *Eff#2 i 3 ffiuent #1 = BOD > 30 220 mg& and TSS >30 150 my& E uent #2 = D <_ 30 mg& and TSS < 30 mg& CST ) _ Signature Number Atfdress Date valuation Conducted Telephone Number Property Owner Parcel ID # Page s:of Boring # ❑ Boring .ter Pit Ground surface elev. ,Z l ft. Depth to limiting factor in. Soll Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf° In. Munsell Qu. Sz nt. Color Gr. Sz. Sh. r*Ef##1 'Eff02 7 a 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 GPDAf° In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 F Boring # ❑ Boring ❑ 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/ff° In. Munsell Qu. Sz Cont. Color Gr. Sz- Sh. •Eff#1 'Eff#2 • Effluent #1 = BOO, 21 , 30 = 220 mgll- and TSS >30 _< 150 mg& ' Effluent #2 = BOD, 130 mg& and TSS 130 mgll_ The Department of Commerce is an equal opporhttrity 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- 2648777. seosaw(RAM) �Uaik:/� ����5 ✓Jo1�b�» o t' s� a,�✓� aN L�.��G' 4 - .�.,� /O ©, D 9 _r IE X66 , 0 {7 .p $ s� 0 �b � 11 i : � E DOCUMENT NO. STATE BAR OF WISCONSIN-FORM 2 3 1 5�5 4 6 WARRANTY DEED BOOK 49 FA�r��� THIS SPACE RESERVED FOR RECORDING DATA Lee R. Norell and Jean G. Norell REGISTERS OF910% BY THIS DEED, ST. 4MOIX CO., Wis. his wi e, Recd for Record tht3__ day of_ April ____- A.D.19 ?3 Grantor conveys and warrants to Robert G. Pierce and t___:�0 A. Joan ..M. Pierce, husband and wife as M joint tenants, egls ar of DeeAs Grantees_ fora valuable consideration —E Thousand Seven Hundred RETURN TO - _Fifty and no /100 - - - - - -- St. Croix the following described real estate In County, State ofWisconsln: A parcel of land referred to as Parcel 4 located Tax Key a in the Southwest Quarter of the Northeast Quarter This Is homestead property. (Government Lot 4) of Section 14, Township 30 North, Range 20 West, Town of Somerset, St. Croix County, Wisconsin, described as follows: Commencing at the South quarter corner of said Section 14; thence North 0 01' West 3112.40 feet along the West line of the East Half of said Section 14; thence North 89° 59' East 834.64 feet to the POINT OF BEGINNING; thence North 2 12' 20" West 192.96 feet; thence North 88° 30' East 470.00 feet; thence South 2° 12' 20" East 470 .00 feet; thence South 88° 30' West 403.16 feet; + • thence South 37° 57' 40" West 22.22 feet; thence Northwesterly 56.08 feet' along an 80 foot radius curve concave Southwesterly whose chord bears North 72 07' 20" West 54.94 feet; thence North 2° 12' 20" West � 277.04 feet to the POINT OF BEGINNING. Together with a non - exclusive easement for an access road and for the w installation of utility lines over and across the following described land, this easement to terminate, however, on acceptance by the Town of Somerset of a public road reaching the Southwest corner of land conveyed '! x,�ci#e�avtalaxaac�ac�x�e;�x j , to the Grantor: A parcel of land for public road located.in the Northwest Quarter of the 'i Executed at - H LId�- S7IL _this_1_61 day of- Apr il 19 73 . SIGNED AND SEALED IN PRESENCE OF ?,4, SP v - - A `- _ (SEAL) - D — �-8__Q__ LEE R. NO RELL _ FEE (SEAL) Joh D .— Heyw ood 61 EAN G. NORELL L. 11 71 P� ht�J t� (SEAL) Janet Ran (SEAL) it I� Signatures of — Lee R. No rell and Jean G. Norell his wife authenticated this __ —_ - -_ day of- A 19 73 Q t JOHN D. HEYWOOD Title: Member State Bar of Wisconsin (XXD09EiXXXt9X Authorized under Sec. 706.06 viz. STATE OF WISCONSIN l - - } ss. II -- -- - - - - -- - County. Personally came before me, this -- day of 19_, the' above named to me known to be the person who executed the foregoing instrument and acknowledged the same. I f i' i' This instrument was drafted by JOHN D. HEYWOOD A ttorne y _ Notary Public County, Wis. ' - Au3son, -- Wisconsin The use of witnesses is optional. My Commission (Expires) (19) i. Names of persona signing in any capacity should be typed or printed below their signatures. NCMMIM CanOrM® C I! WARRANTY DEED -STATE BAR OF WISCONSIN, FORM NO. 2 - 1971 - Southeast Quarter and the Southwest Quarter of the Northeast Quarter (Government Let 4) Section 14, Township 30 North, Range 20 West, Town of Somerset, St. Croix County, Wisconsin, described as follows: Commencing at the South quarter corner of said Section 14; thence North 0 01' West (true bearing) 2411.10 feet along the West line of the Southeast Quarter of said Section 14 to the POINT OF BEGINNING; thence North 89 59' East 667.45 feet; thence South 16° 43' East 419.95 feet; thence South 2 16' West 131.11 feet; thence Northeasterly 304.33 feet along an 80.00 foot radius curve concave Northwesterly whose chord bears North 73° 17' East 151.30 feet; thence North 35 42' West 131.11 feet; thence North 16° 43' West 431.39 feet; thence North 26 27' 30" East 185.41 feet; thence North 45° 36' 30" East 131.11 feet; thence Northwesterly 304.33 feet along an 80.00 foot radius curve concave Southwesterly whose chord bears North 63° 22' 30" Wes A 51.30 feet; thence South 7 38' 30" West 131.11 feet; thence South 26° 27' 30" West 178.15 feet; thence South 89 59' West 671.64 feet; thence South 0 01' East 66.00 feet along said West line of the East Half of Section 14 to the POINT OF BEGINNING. This deed is subject to the restrictive covenants which appear below, which shall run with the land and shall be specifically enforceable by party of the first part or by owners of tracts in the immediate area subject to similar restrictions, and shall remain in effect for twenty (20) years from the date hereof. RESTRICTIVE COVENANTS 1. The property herein conveyed shall be used for residential purposes only, except that park or recreational use is permitted if in conjunction with residential use. No structure shall be erected, altered, placed or permitted to remain on said property other than a single family dwelling and garages and except as provided in 2 below. 2. No trailer, tent, shack, garage, basement or temporary structure shall at any time be used temporarily or permanently as a residence; no use shall be made of the premises herein conveyed which is inconsistent with single family residential purposes. A structure may, however, be erected for use as a tool shed or a stable provided, however, that it shall not be erected between the dwelling residences and roadway and further provided that it shall be erected and maintained so as to achieve maximum conformity with the natural and structural surroundings. 3. No part of the property herein conveyed shall be used in any manner which would constitute a nuisance. No pigs, goats, sheep, poultry, cows or other livestock shall be kept on any portion of said property except dogs, cats or common household pets and except hopses which shall be limited to one animal per acre. 4. No part of any structure shall be erected on any parcel of property herein conveyed nearer than 20 feet to the side yard lot line. S. No part of the property herein conveyed shall be sub - divided, except that land may be conveyed to adjoining owners to adjust lot lines, but not to create new parcels. .6. No residence shall be erected on the premises of which the actual value is less than $35,000.00 including cost of well and septic system but excluding the land cost, based upon 1972 construction costs. Said value to be determined by bank appraisal as to the value of the single family dwelling and garage and added to the original purchase price of said land. 7. If underground utility lines ave been installed_ the.. premises - �� r�or }to ct�sxr'nr eii�i by tTi "Grantor alb connecting lines to the buildings on the Grantee's premises shall also be underground. 8. In order to preserve the area in which the premises are located n the grantees covenant not to cut down more than 20% of the trees T' on the premises, it being understood that this covenant does not Rtevent the cutting of underbrush and small, stunted trees in overcrowded areas. h P. ry I, rar H ,� I OT T _ — ' — — 352-30 CAMP �. 787 C 5 N 790 B 790 A 10 o LOT 787 B C. S M. VOL_ 4 WIT 2 VE PAGE . 974 346.44' 5 787 J s SE //4 / 6 929 787 D WT 787E 242 308' s / T / so 470 4 / 787 F - 930 >2.64 312 o ti LOT 2 7 787 G 46y 0 H 787 G 3 A OUTLOT I . CS 940 �Y M �P