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HomeMy WebLinkAbout018-1098-15-00Wisconsin Department of Comm?rc6 Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Williams, Benn & Andrea Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: ~ as ~ (Y1 1 c.S TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic / l W I ~ ~w ~ Z-DO Dosing Q ~U~ ~-- IUC~ Holding TANK SETBACK INFORMATION TANK TO P/ SocJ~ WELL BLDG. Vent to Air Intake ROAD Septic ~ r ., t^ y(J~' Zr1' 't Z'I y T --~ Dosing ~' f 1 `i' 24 / Z~- 1 ~ Aeration Holding PUMP/SIPHON INFORMATION .. 1/ Manufacturer / I S ~JC~ U GP~ nd Model Number ~ I Z~ • 7Z. TDH Lift Friction Loss System Head TDH Ft Forcemain Length + Dia. zr/ Dist. to well w'~ SOIL +4RSORPTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 479478 0 State Plan ID No: Parcel Tax No: 018-1098-15-000 Section/Town/Range/Map No: 30.29.17.822 STATION ~ BS 3. HI /03. FS ELEV. ,~ Benchmark ~~ 5 ~o~ S /cam Alt. BMA~ `` t', ~ 4~C~ y lr ~ r ~ fO~ Bldg. Sewer ~ ~,$ y . St/Ht Inlet ~ 9 $/ W ~. St/Ht Outlet ~_ `_ Dt Inlet ~ ~ Dt Bottom ~ r,3 . 9Q ~ ~g Header/Man. ~ 2, QZ ~~/+ 3 8 Dist. Pipe ,I~ , a5 i~ ~. 3 S Bot. System ~- z, i~o , cQ Final Grade ~!' ~ ~ d /~Z . 3 FS' St Cover F; t ~ CnJ 2... ~ 3 ~ ~~~ Co,,~3~ ~ c' ~ . 5 i ba BED/TRENCH Width / Length / No. OfT nches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / ~ l(~O v~ `~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. ~ CHAMBER OR INFORMATION Type O ystem: ~ / Z ! / ~ ^ [~- ~ ~ UNIT Model Number. "~~ ~ J I~ISTRIRIITION SYSTEM Header/Manifold p ~ ~ , ~~ Distribution / r/ Pipe(s) ` ~ S x Hole Size~j / ~( ' x Hole Spacing Q / ~ g Vent to Air Intake Length lo• b7 Dia Spacing Dia Length 5~ ' O / ' SOIL COVER v Dromnro Svc4nme C1nly YY Mnnnd nr At.Grade Systems Only Depth Over / Depth Over xx Depth o; ~ il T xx Seeded/Sodded xx Mulched Bed/Trench Center I ~Q t Q Bed/Trench Ed es g ~ o so p s~ ~~ No s ~ `~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ / Z9/ US Inspection #2: / / Location: 1512 76th Avenue Hammond, WI 54015 (SW 1/4 NW 1/4 30 T29N R17W) Emerald Acres Lot 15 ~ Parcel No: 3~a,29.17 2 F,~~- GcJ~ ~Z Ca~e~ fE'p ~-aa~ U 1.) Alt BM Description = 1 2.) Bldg sewer length = 3q / ~~~~ ' ` -amount of cover = I / l0 Plan revision Required? ~ _1, Yes °~, o q ~ ~ Use other side for additional information. ~____-_ ~~ -_ I~J Date SBD-6710 (R.3/97) C Cert. No. Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 St. Croix I~~O~~,~ Madison, WI 53707 - 7162 (608) 266-3151 Sanitary P~ i~Number~({o be filled in by Co.) } ( (~ .~ C1 De artment of Commerce .' t ` I 1 1 Sanitary Permit Application State Plan LD. Number ~I ~ ` '~ 6~ 19 ~ t~ ~~ a 1~ In accord with Comm 83.21, Wis. Adm. Code, y p personal information ou rovide i r «-T~" may be used for secondary purposes Privacy Law, s 15.04(1 xm) ~ a Project Address (if different than mailing address) I. Application Information -Please Print All Information ~ ~ . f /f v Property Owner's Name cel # p /8 t # Block # Benny & Andrea Williams ~ 3 ~;•• ~~~ '~4 4~ /S" c ® 15 y ~ Property Owner's Mailing Address ~N/ ~X~. ~ . Property Lora on o `' <:~F~ 584 North Lexington Parkway ~ ~; ' ` ~W ~ 0 ~ Section 30 / '/, C %+ i , ~ C ty, State Zip Code Phone Number St. Paul, MN 55104 29 ~ circle one) T N; R r II. Type of Building (check all that apply) / ~ / ^~ 1 or 2 Family Dwelling -Number of Bedrooms 4 •-~. Q/Yl CSM Number Subdivision Name Public/Commercial -Describe Use Emerald Acres ^ state owned -Describe use QCity ^Village ~fownship of Hamond III. T ype of Permit: (Check only one box on line A. Complete line B if applicable) A' 0 New S stem ^ Re lacement S stem p y ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Lssued Before Expiration Plumber Owner IV. T of POWTS S stem: Check all that a I , O ^ Non -Pressurized In-Ground ^~ Mound > 24 in. of suitable soi ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-les Pipe ^ Other (explain) /~ V. Dis ersal/I'reatmentRrea Information: Design Flow (gpd) Design Soil A pli ion Rate(gpdsf) Dispersal Area Required (sf) Dispersal ea Proposed (sfj System Elevation 600 0.6 S i ~-- .0 ~' (( 600 a 600 ~ ~~ 100.50' VI. Tank Info apacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank 1200 1200 1 Wieser x Aerobic Treatment Unit ~ ~~~ Dosing Chamber 800 $00 1 Wies f X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Roger Nelson MP226497 715-273-4444 Plumber's Address (Street, City, State, Zip C 122 East Summit Avenue Ellsworth, WI 54011 VIIL Coun /De artment Use Onl Approved ^ Di roved Sanitary Permit Fee (~ncludes Groundwater Date Issued Issuing Agent Signature (No Stamps) ^ O en R n for Denial Surcharge Fee) ~~ /~ Zd~ L ,~,~ Y~ ~ IXSt~ptul"ono 3 l~r`d!C~Z->71'L4 vYi s-T~-cam ~`Lt?Zr~~~=~ ' ~~ / S eptic tank, effluent filter and ~ ~ L ~~~~~~ ~/ dispersal cell must all be serviced /maintained a/~ ~` `~~~ as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances- Attach compkh plam (to the Comty only) for the system on paper not kss than 81/2 z I l inches in size D. r~ SBD-6398 (R. 01/03) . . Benny & Andrea Williams S84 North Lexington Parkway S~ Paul, MN SS104 SWl/,NW ;,S30,T29N,R17W Hammond Township S~ .Croix County Scale 1 " = 40' Weiser 1200/800 tank BM #1=100.00' top of 1 "steel pipe at lot line angle BM #2 =101.20' ground surface at.garage corner stake 45' of 2 "force main .~ c~`py qN commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE 1NI 54601-1831 TDD #: (608) 264-8777 www.com merce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary September 07, 2005 CUST ID No. 226497 ROGER D NELSON NELSON PLUMBING 122 E SUMMIT AVE ELLSWORTH WI 54011 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 . CONDITIONAL APPROVAL PLAN APPROVAL EXPIItES: 09/07/2007 SITE: Benny & Andrea Williams 78th Avenue Town of Hammond St Croix County SWl/4, NW1/4, S30, T29N, R17W Lot: 15, Subdivision: Emerald Acres Identification Numbers Transaction ID No. 1191763 Site ID No. 704119 Please refer to both identification numbers,. above; in all corres ondence with the a enc.`. FOR: Description: Proposed Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1038019 Maintenance required; 600 GPD Flow rate; 32 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); 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, 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 approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.01/O1). • The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS • 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 POWTS 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 below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A cony of the approved plans, s~ecl'ffc~t~6r$ ~~ this letter shall be on-site during construction and open to inspection by authorizerlxe~u'e~e{~,~Zs,~tlfllae Department, which may include local ins ecp tOTS• • ~~~ ~~ ROGER D NELSON Owner Responsibilities: Page 2 9/7/2005 • 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. • Comm 83.52(1)(a) -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. 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. 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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm jswim@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Benny & Andrea Williams 4 bedroom Mound Owner's Name: Benny & Andrea Williams Owner's Address: 584 North Lexington Parkway St. Paul, MN 55104 Job address: 78th Avenue Legal Description: Township: County: Subdivision Name: SW 1/4, NW 1/4, S 30, T 29 N, R 17 W Emerald Acres St. Croix Lot Number: 15 Block Number: Parcel I.D. Number: 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 Plot Plan Designer: Roger Nelson License Number: MP 226497 Date: 08/26/05 Phone Number: 715-273-4444 Signature: 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 4.0 (R. 04/03) ~7iVic;~i;w Ur sr;tzrr an13 n~~i.u:~°~~s ~ page 1 of 8 SEE GOkRESPON ENCE Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) R Residential or Commercial Design 400.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 4.00 Site Slope (%) 100.00 Contour Line Elevation (ft) 32.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c ore) a Center or End Manifold 3.33 Lateral Spacing (ft) 3 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ ( „\ ~ 2.00 Forcemain Diameter (in) VG/ 45.00 Forcemain Length (ft) 31 91.00 Pump Tank Elevation (ft) ~~ 6.50 System Head (ft) x 1.3 9.17 Vertical Lift (ft) 0.61 Friction Loss (ft) 16.28 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 1.25 x x 1.50 x 2.00 x 3.00 x Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 10.00 Cell Width (ft) Are the laterals the highest oint in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 10.00 ftz/orifice Does the forcemain drain back? Y Enter Y or N 7.34 Forcemain Drainback (gal) 55.93 5x Void Volume (gal) 63.27 Minimum Dose Volume (gai) 24.72 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x x 1.50 x 2.00 3.00 Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1200.00 Se tic Tank Capacity (gal) Total Working Liquid Depth (in) Weiser 800-325-8456 Manufacturer gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) Zabel 1-800-221-5742 Filter Manufacturer 22.24 Dose Tank Volume (gal/in) A100 Filter Model Number Weiser Manufacturer Project: Benny & Andrea Williams 4 bedroom Mound Page 2 of 8 Mound Plan View 'l 1/10B~~•'•'•'•'•'•'•'•'•'•'•'••••••ObservationPipe ~'~'•' K . ti.ti.ti.ti..,,ti,.,,.,,.,•ti,,,,,,,,,,,,,,,,ti,ti,.,;ti;ti•.•:ti..,..,..,..,:ti,ti,.,;ti• ..,;ti: . . . ~ti~ti~~~.• ~..,..,..•..,.••..•. 5 ti••.•ti••.••..•.••..-..•..•..•.. ti. : ~.:. .~~ ~.:•: •:•:•:•:. :~:::•:•: •.•.:•: •:•: •:•:•:•:• r:: .:. ~:~.•r~r• j.r.:Lr:r~r~r~r~.''.. I j: j.. .• ~. jti•,I'~,Iti•,I:~.~ti~,.~. j: jti~ti~•~ti~ti~: j• • • • . i L Mound Component Dimensions A 10.00 ft E 10.$0 in B 60.00 ft F 9.25 in D 6.00 in G 0.50 ft H 1.00 ft K 7.41 ft z 7.40 ft L 74.83 ft J 4.74 ft W 22.14 ft 600.00 (ftZ) Dispersal Cell Afea 10.00 (gpd/ft) Linear Loading Rate 1044.03 (ft2) Basal Area Available 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.27 (ft) ~I H F . - : ~ : ~ : ~ • Dispersal~Cell 101.00 (ft) Lateral 100.50 (ft)~ - Invert Dispersal Cell :~:~:::::::::~ ~-:~:':=:~:~~~~~~~ ~~~~~~:~~~~~~'~~~~~~:~. ~ Elevation ~: E ~:~:~:~:~:-:~:~: D ~~~~~~~~:::~:;:;:~:~:~•• .~.~ ..'.':':':' _..... ._. .. uv tiAfl ~.... .... ... r~ ./L A..f~. 1. .l J.. J. J... J...... n .......... - 00 (ft) Contour Elevation 100 4.0 % Site Slope . Geotextile Fabric Cover Shading Key ~ c. ~- Dispersal Cell See lateral details on 1^ _ Topsoil Cap {' ' '' c Q' C ~ 1.5 ft ti•ti• ti• ti• r•r•r•~'~'''''r'r'''; 5 ~ ''''•' ~ • Page 4 for number, size, and s acin of laterals Subsoil Cap © ~ ' + 0 ti• •• :ti s~~ ~.. g p . ASTM C33 Sand ©~ `-° ~ , : :' r' r'r r'r'r'; :r - F Laterals are a uall ®Titled Layer H ~.: - r •: 0.5 ft :::'.Typical Lateral }}}}.' • ~•• ~•1•• •~•1.1•• • spaced from the •.•ti•ti r•r•1• Aggregate ~ ~• o r:}.:: r; ; • ;: r•r•: •:•: ti•ti• . ,. ~ ;ti ;ti;ti•• 5 . ~ :•:•:::•:.: •: ..: '' • • • • distribution cell's centerline in the * A * distribution cell (Ax6). -+ _fi _l Project: Benny & Andrea Williams 4 bedroom Mound Page 3 of 8 End Connection Lateral Layout Diagram Center the laterals over the R & B dimension •= Turn-up v.Pball valve or clsanoutplug € P All laterals are identical IE x ~ I Holes drilled on the bottom of the lateral 3 equally spaced y . Laterals & Force main of PVC Sch 40 3 [per COMM Table 84.30-5J . Force main connection via tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter Lateral Diameter 1.25 in Orifice Spacing (X) Lateral Length (P) 58.52 ft Orifices per Lateral Lateral Spacing (S) 3.33 ft Orifice Density Lateral Flow Rate 8.24 gpm Manifold Length System Flow Rate 24.72 gpm Manifold Diameter Total Dynamic Head 16.28 ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and -- rrrlll,,, Comm 16.28 WAC I I Disconnect II ~_ 251in 20 10.00 1.25 in 2.52 ft/sec Locking cover with warning label and locking device and sealed watertight 4 in. min. Tank component is properly vented Weiser 800-325-8456 Ca aci 800.00 Volume 22.24 Manufacturer Gallons gal/inch _~ A B C D Dimension Inches Gallons A 21.13 469.85 B 2.00 44.48 C 2.84 63.27 D 10.00 222.40 Total 35.97 800.00 under tank. Alarm Manuafacturer S. J. Electro S stems Alarm Model Number 101 HW Pump Manufacturer Goulds Pump Model Number PE 31 Pump Must Deliver 24.72 gpm at 16.28 ft TDH F- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~elevation (ft) 91.83 Do~ank elevation (ft) 91.00 Project: Benny & Andrea Williams 4 bedroom Mound Page 4 of 8 Mound Svstem Maintenance and Operation Specifications Service Provider's Name Installed by Nelson Plumbing Phone 715-273-4444 POWTS Regulator's Name St. Croix Coun Zonin Phone 715-386-4680 Svstem 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 600 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ect for pondin and see a e once eve 3 ears 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: Benny & Andrea Williams 4 bedroom Mound Page 5 of 8 ' ~ ~ 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 [SBD-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 unauthorised entry into a tank or component. Seotic 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 filter when removed from its enGosure. 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 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. Puma 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 Svstem 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 BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L GODS, 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continx~encv 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 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Benny & Andrea Williams 4 bedroom Mound Page 6 of 8 LGOULDS PUMPS Pump -Genera[: • Discharge: 1'h" NPT • Temperature: 104°f (4QQC} maximrntl, rnntintlous when fully submerged. • Solids handling: 'r4" maxwnum sphere. • Automatic modus indude a float switch. • Manual models available, • Pumping range; see performance chart or cane. PE31.Pump: • Maximum capacity: 50 GPM • Maximum head: 25' TDH PE4t Pump: • Maximum capacity: 60 GPM • Maxknum head: 29' 1UH PESt Pump: • Maximum capadty: 70 GPM • Maximum head: 37' TI)EI SPECIHCAT10N5 APPLICATIONS Specially designed for the foflowing uses: • Mound Systems • EffluentlDosing Systertu • low Pressure P~+e Systems • Basement Draining • Heave Duty Sump/ Dewatering METERS FEET ~ 40 3; t0 3C 2e /6.28' 0 2c Tn y o is f- tQ s p~ 0 .~, .... Submersible Effluent Pump PE MOTOR General: • Single phase • 60 Hertz • 115 volts • &ilt-in tttertrial overbad pro- tection wRh automatic reset. • Class B insulation. • Oil-filled design. • High strength carbon feel shaft. PE31 Mohr: • .33 HP, 3000 RPM • 12.0 Maximum amps • Shaded pale design PE41 Motor: • .40 HP, 3400 RPM • 7.5 Maximum amps • PSC design PE51 Motor: • .50 HP, 3400 RPM • 9.5 Maximum amps • PSC design ... ~... __ ,. ' ~ , _ _ t l t r- - MOOELS: rE31, PE4t, PESt , -, ~_.. .......c ... ~... ~....... Nh,33,.40,.50 .:. ~ - .~ ., -- ..., . t. ..~ ...F..... .~.. "~ 2 GPM .....--j. , ..,... ~ ~. . -r :..fi: ;.:. ; . ~ ~... .......... ..:...: FT ~.... x. .. .. , .. ..r_.... ~ J...t..;... ..i..r..: ~ ~ ~ ~ ...~._.... .... ... i .. y...* . f 1 ~ ... . ..~..~ .... . - j ~--- .... . - . t..S.. ~ ~ 1 a-- ~ - . ~ ..,_ ..,.. ~ -:..... ~ y ::.. :.;..~~ t :.~ - ~ ~. ~ .:i:..;.. ..,. .... _. - ..~--7..?.. .-:.. t .j.. _.. } .. ~ ~ ? + -• - --~- ..r.. .;...1_.x..1... i -.. , .-r......... r ... - -- _ -... ' T 'F- J J . 7 ~ n ~n ~. . .... .-r- - - .. ..... _.. - - t -- '° "' °" ~~ GPM tsu 0 g S+ 1002 Goulds Pumps 6~fecNve November. 2002 r;PE31l4? :~~. 7~ 10 t5 rn3/h CRPACITY GPr! MATURES ^ Corrosion resistant construction. ^ Cast iron body. ^ Thermoplastic impeller and cover. ^ Upper sleeve and borer heavy duly batl bearing construction. ^ Motor is permanently lubricated for extended service life. ^ Powered for rnrrtinuous operation. ^ Ail ratings are within the working limits d the motor. ^ Quick disconnect power card, 20' standard length heavy duty tti13 S1TW with NEMA 5.15P, three prong, 115 volt grounding plug. ~ Complete unit is heavy duty, portable and compact. ^ Medhanica) seal is carbon, ceramic, BIJMIA and stainless steel. ^ Stainless steel fasteners. AGENCY LISTINGS • C US Testrd ~ tJl 776 and tSA 22.2106 Startdatds BJIGIIelalM Sta114lflff Af60C1~011 ~ 1 V1M1o ~ O lS8 7V Vt Rlyklend pQ~~ 707' c~ GOtfICIS "" "t" ITT Industries rv Benny & Andrea Williams 584 North Lexington Parkway S~ Paul, MN 55104 SW%,NW%,S30, T29N,R17W Hammond Township S~ Croix County Scale 1 " = 4D' Weiser 1200/800 tank BM #1=100.00' top of I "steel pipe at lot line angle BM #2 =101.20' ground surface at garage corner stake 45' of 2"force main ~ <Q, ,,l 6 C `, r` /S' 6eD PRc~P y~~d~~ ~ ~ 3m~ r,'v c t/ Q/ -s S~ol~ ~,~ oho x O o !~ / ~ C ~ `~' 5 ~~ v` 133 `..~ am t qN u '"b i 7 ,V Page 8 of 8 - ~, - -~-, Wisconsin Department of Comnrerae SOIL ;EVALUATION REPOR Page 1 of 3 Division of Safety and Buildings m accoroance wren ~omrrt uo, vvis. Ham. was d - - -- ~~ ST CROIX n must Pl i 81/2 11 i h l h . es s ze. a x nc ess t an Attach complete site plan on paper not include, but not limked to: vertical and horizontal reference point (B ), diraaio(t;~ld: Paroel .D. percent slope, scale or dimensions, north arrow, and location and di farce toi~er~t rb~d-' ~ ,,,, °"`' ,,,,,,,, ,,,, Please print all information. a by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (t) (m)). _ S~ 6 property Owner Property Location BENNY & ANDREA WILLIAMS Govt, Lot ---- SW 1/4 NW 1/4 S 30 T 29 N R 17 ~r) W Property Owner's Mailing Address Lot # Block # Subd. Narrie or CSM# 584 North Lexington Parkway 15 -- Emerald Acres City State Z'ip Code Phone Number i-y a Yllage ^ Town Nearest Road St. Paul, MN 55104 ( ) 78th Avenue 0 New Construction Use Residential ! Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Q Public or commerclal -Describe: Parent material glacial till Flood Plain elevation if applicable ~A ft. General comments Mound System -- 0.50 ft. sand fill -- 0.61oading rate and recommendations: To be designed by Roger Nelson ~~ # U Bones Q pit Ground surface elev. 101.50 ft. Depth to liming factor 36 n. Soil ication Rate Horizon Depth Dominant Color Redox Desaiption Texture Stnx~ure Consistence Boundary Roots GP D/ft'- in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-3 10YR2/2 - 1 2f-msbk ds cb 3vf-m 0.6 0.8 2 3-6 10Y~/2 -- 1 2fsbk ~ cs 2vf m 0.6 0.8 3 6-15 10YR3/4 -- sl 2fabk ds cs 2vf-m 0.6 0.8 4 15-25 7.SYR4/4 ~ is & gr Osg dl s 2vf-m 0.7 1.6 5 25-36 10YR6/8 -- s Osg ml cs lvf-f 0.7 1.6 6 36-46 10YR6/6 eta lo~rxsi6 s Os g ml -- -- 0.7 1.6 Horizons 3 ~ 5 have some gr; horizon 6 has we bands of sl. 2 ^ Boring # © ~ Boring 99.10 32 pit Ground surface elev. ft. Depth to limiting factor l in. Soil lication Rate Horizon Depth Dominant Color Redox Descxiptiorr Texture Stnx3trre Consistence Boundary Roots GP D/fP in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 1 0-5 10YR2/2 -- I 3fabk ds cb 3vf-m 0.6 0.8 2 5-10 10YR2/2 -- 1 2fabk ds as 2vf-m 0.6 0.8 3 10-18 10YR3/4 -- sl 2fabk dsh as 2vf-f 0.6 1.0 4 18-32 7.SYR4/4 -- is if-mabk ~ cb lvf-m 0.7 1.6 5 32-52 -- c2d loYRS 6 c/sUrill -- -- -' -- -- -- Horizon 4 has some gr (10%) * Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mglL = tmuem ~ = r~VU3 _< ~u mgrs ana i ~ ~ su mgrs _ CST Name (Please Prirrtj Signatu !` CST Nurr~er M Jo Hollister ~ 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 08 - 25 - OS (715) 426 - 1775 '~~ Wisdonsin Department of Commerce EVALUATION REF'UKT _ Page ~ of -3 Division of Sfifety and Buildings ' 111 GVWIYGIIVG v~nn vvnnn vv, vrw. r~un~. Vwc County C i Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ro x include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. /~/~ ~ ~~ v ~ ~ S percent slope, scale or dimensions, north arrow, and location and distance to nearest road. C~-~J Please print all information. R ewe b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2 Z Property Owner Property Location R ti ~~• '~ Govt. Lot s tN 1 /4~(/~/ 1I4 S 3Q T ~Gf N R / ~ E (or~ Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# -~ 53 -ee ~- / ~rna~Ic~ es City State Zip Code Phone Number 7~ ~ 1( 9 ^ City ^ Village [Town Nearest Road ~ '`" S~ -(fl ~ ~ 0 ~ ( l5) 51 Q .~~~.~ ~ ® New Construction Use: ® Residential !Number of bedrooms 3 _~ Code derived design flow rate L/.$~~ ~~ G O GPD ^ Replacement 7- ^ Public or commercial -Describe: Parent material / r~ ~ I Flood Plain elevation if a pliic2trle ~ ,~//~ ft. General comments ~ ~/ ~.~~ v-~ G 1-e J . q ~-~ Z ~ •.`, and recommendationsCO n +v ~ ~., e' ~ v ' n ` ' G d ~..%, t~;`~:.: l 7 (p ~_( I~,,~ C~t.~-c~lc-~ ~ca~zcn~- ~yn SG~/Cd~~ ~(set~i. /~/~k~- :~ ~i~-~° ~ ~. r, ~,~ / - r~r~ ~- Boring ' Boring # ~ ,,~t~tsG `, ~~ ®Pit Ground surface elev. • w ft. Depth to limiting factor ~~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence a ots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 J 0-lp / s~ ZmSbk m L S ~~ . 5 Z a-3 ~o ; ~ z>~k G - ~-~ 3 ~5~0 ~0 CZ ~7.5 v LS 1m mv~/ _ - ~~ ~-z 2 Boring # ^ Boring ~ ~ pit Ground surface elev. v+ ZO ft. Depth to limiting factor ~~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ~ ~-I Z r0 r 2 -' s~ 2i'r~.5bk ~ 5 I v.~ . 5 Z ~2-~ ~o ~!y ill Zmsbk GS - y ~-yo r0 ICo 7.5 r~ Co [S ~ v r - - . -7 /. * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 my/L and TSS < 30 mg/L CST Name (Please Print Signature CST Number Address ' Date Evaluation Conducted Telephone Number 2113 ~d~''S`~. ~mer~e-Fa l.~r ~~fo25 ~2-~~-oi ~~~s)zy~-yoo~ cun_azzn rummm Property Owner S~-~~-~ Parcel ID # Page Z- of 3 Boring # ^ Boring ~ Z Pit Ground surface elev. --16~-r= ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 2 /d -z Z to r y -- 5 I'cJ 2 m sbk ~ s - . ~l - ~ ZZ-3y ~o r sl(o C ZP 7-Syr`~°%o L.S 1 r» ~ - - . ? /. Z ^ 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L 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 608-266-31 S 1 or TTY 608-264-8777. SBD-8330 (R.07/00) PAGE 3 OF 3 NAME S'r0 U ~ TOT# I S LEGAL DESCRIPTIONsw ~ ~I~J14 ,S T Z q ,N.R: I ~ E(or~~ SCALE: I"= G/~ ~ BM I ELEVATION /Qd - U BM 1 DESCRIPTION ~ p O-~~ ~ T ~'~ - -~-- -- BM 2 ELEVATION 9 ~ • c~0 Q BM 2 DESCRIPTION~n ~~ I ~~ (~ V L ~ `S eG ` .3d SYSTEM ELEVATION ~~ Z O SYSTEM TYPE ~'Vtoun~ S y~~f ~ CONTOUR ELEVATION ~~ . 00 ~1~i i -- - • ~ So `', k'_ ~~• ~ '~, ~ SIGNA 5~ ,~?. C~"¢ ~ tr~~ a ~~ 2 / ~d ~~" ~(p. ~~ / 5`QO / ~ ?,2 a s i ~~ _ ~ ~~d DATE _~ __ . ~ SJ _- ~~- F1u6 17 05 02:26p I-I~Aa-1'I-~bbb 11 ~ ~tf nub a o uu ..~.... ~ 9Tf'BQIX COVN'1'Y 3Ep1TC T/tiNK h(rl11~1'Y'~ANC~ AID OWN1iR'SIi~ G'BR'1'~t:AT11QNi PO)iM p.l 551 256 1010 P.01/01 Oaraad8uyec ~ ~~ 1~~.~e~ ~ .~E nr ~ ,~y l~ Addtts~ ~,r$w X1 ra.7T# Ex~~l~~1 ~P~}+cKr~.d•~ ST. PA/~..r~ /GS/ ,' tSttylStaoe •'- a AZsZ.r..le1 L.-. Paroei ~Sc~ioe Nmtibet (, ~ ~~) r t~oa-d~ ~~ _ y...at~ ~,. sa~..~.~ T..,2~R,.~Z.w. Tova o~1~~ ~---- -- sir ~ # _ ~~ _. volume ..~, p~ ~' ._.-~._______. .~ way, Hasa ~ -~~ 7 . voce Z p~#-~.~.~ spec house O yea B] ~ ~,at ~o~s iae~d~s~~e ga ye: ~ Ao Lspeas+arasseodaaatye~aapoics~rsteaseo~ddasw~ha~ is pemaawb~ucotobaadiswates. aoaaistr K ott b Mpsk rode sir t6~ yeas: ds aoaosr. i~ Leaded try + iioeaaed props taint You Put ~ eta Qom eaa a!~'eot ~ al ~ gilia dmle as a fraa~p~t alaPs b dr wade ~ tyotsa~ T'be pevpecgr a>MOa speee to ~ ae St. Qndx Zaai.g Depa~mamt a oecidSoadon 6oti4 st;aed b~- 8re oaaas ted 67 . ~3~Y~F~'- eslt~edpl~basot i lioaaudpampac ~~) the vaslteaasteasexdispaui gtioam u bi paper opeaaliap moditiou aadla l~ s!~ 64gpoGi~oa aw# C~' ~ ~ teak a Lee ~rsi l!3 GeII ct'=tip irw.r ~ maesi~auve:eadlw above neq~ma.oa yaee to mao-t;im dre ~va~ dt~paast 4~ vri~ the aattoelw, satFydnnepastmRata[Coamaaeaod~Depsmoaat+b~ratWisoesrm. dett~atlcm aystsst epirnh~ed mall be aea~letadaad [vaao~od b dp St. Ckvis CeeaY P~ G~ wiWis 30 ~~ ! $-trat an s m;e dpro ap o~oa to dp burs ofaw toad Ime~wbr~a. I tiro) +~- (sre) ~° owaetis) of dYa of a wataoRy deedrnooeded ~u BopNar' o[ Deeds a![ieo. ~J DJ1T8 .fro Asy iuioaotlioo Bait is mis-wpseaaatedaaay teats m tJro aia~prcY Parosit baia6 sewoloed 57 ~e 7~ei ~epa~ ••+«~• N Zodade wltb thm ap/Mcatl.e: a aeasupad tramegr doed ~ t6a 8a~shit of Deeds o0;oe s ®QP! at Q~e oetelliedsR~rap app itaedaaaoa it made ~ dp waaa~sy doed TOTAL P.01 ll 2130P 211 STATE BAR OF WISCONSIN FORM 2 - 1998 WARRANTY DEED Document Number This Deed, made between _ _____ T_HARD O STOUm and 7AN~~__P_ STOUT, ___ husband and wife, _ ~___ Grantor, and RRNNV T. ~$1TT T TAMS a.Tt~ ANT~RF.A T. WTT.T.TAMR ~ hlichand gn e, -_. _ __ .__. ___ I - __~, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate to St . CrolX County, State of Wisconsin: ~ra8 >_ e~ KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIIC CO. , MI RECEIVED FOR RECORD 02/04/2003 08:45AK EXEIPT # RfiC FEE : 11.00 TRAAS FEE: 209.90 CS TY COPY FEE: PAGES: 1 I F3F:~AR7mg Area ___ of 1 Plat of Emerald Ades, Town of Name and Return Address mond, St. Croix County, Wisconsin. +•-~-~-_ ~~~ ~ ~"~1 ~ ,.. ~~~5 ~v~018-1098-15-000 ;~~ Parcel Identification Number (PIN) ~~',, i This iS nOthamestead property. ~' (is) (is not) 4'~. ~' Metro Legal Services EDIRET 378498 A II 236941 Vl~'D 16420: i Exceptions to warranties: easements, restrictions, rights-of-way and covenants of record. Dated this ~ l~ day of January _, 2003 ~-~l . ("v ~]i (SEAL) ~ {SEAL) * Richard O. Stout * Janet P. Stout (SEAL) Signature(s) authenticated this * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED 6Y Janet p. Stout 1353 Awatukee Tr. Hudson, WI 54016 day of AUTHENTICATION ACKNOWLEDGMENT (SEAL) State of Wisconsin, ss. St. Croix Counc . Personally came before me this ~ ~ Th day of January 2003 ,the above named Richard O. Stout and Janet P, p1C~-T11 RT °r-~~ i,~-.. [o me kn be ~~~.~Q.~tecuted the foregoing 1 rumen d acknowledge~ayte. `~~''~+ Nq~ary Public, State of Wisconsin My commis n ermanent. (If not, state expf do ate (Signatures may be authenticated or acknowledged. Both are not T `' ~ _.0~~ .) necessary.) 'Names of persons signing to any capacity must be typed or primed lxlow their signature. WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal Blank ('.o.. Inc. FORM No. 2 - 1998 Milwaukee, Wis. S01 °00'43"E 623.00' W~ W~ ~VO ~ o° ~°o~ ~~ N ~~ Wd Vo r °o °~°- ri N j I ~ ~ ~ a U p ~ ~ I ~ ~~ ~ ~ ~ ~ 1 1 ~ ~ ~ 1 ~ ~ \ ~ ~ U ~ i y, _b ~~~ b_ L W N a np 462.92' - - - - ~~x ~' NOO°13'19"E 959.99' d04 ~ C~o~o~tl° ~GY] ~'IOd°a~pQ~~ ~~~~ ------------------ ` ° \ ~ ~'~ \ ~c d' J ~~ N o ~"" ~ 8Z-~ -__b_ m a ~•- _ ~p ~ III W O Z 4i ~ ~OUiI- C~~ ~ ~a ~ a ~ $ rg a~ r a~ N N ~ 41 r (8EE 8H