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HomeMy WebLinkAbout018-1021-80-000 (2) ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 .. (715) 386-4680 October 1, 1998 Robert T. Johnson 1963 110th Ave. Baldwin, WI 54002 Dear Mr. Johnson: Enclosed please find the Land Use Permit that you have requested. The following conditions need to be followed: 1) Notify the Zoning Office prior to any construction. 2) Permit is valid for 2 years. Any construction shall be completed within 2 years of issuance of permit. 3) System to be constructed according to plans as designed. 4) Notify Zoning Office at completion of construction. If you have any questions, please contact our office. Sinc ely, mger d Esl Assistant Zoning Administrator /dm Parcel #: 018-1021-80-000 01/29/2014 08:37 AM PAGE 1 OF 1 Alt. Parcel#: 11.29.17.162 018-TOWN OF HAMMOND Current [X1 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner ROBERT T&NANCY A JOHNSON O-JOHNSON, ROBERT T&NANCY A 1963 110TH AVE BALDWIN WI 54002 Property Address(es): '=Primary * Districts: SC = School SP= Special 1963 110TH AVE Type Dist# Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Notes: Legal Description: Acres: 40.000 SEC 11 T29N R1 7W NW NE 40A Parcel History: Date Doc# Vol/Page Type 04/16/2003 717590 2208/383 WD 942/164 Plat: "=Primary Tract: (s-T-R40%160%) Block/CondoBldg: *N/A-NOT AVAILABLE 11-29N-17W 2013 SUMMARY Bill M Fair Market Value: Assessed with: 226122 Use Value Assessment Valuations: Last Changed: 05/20/2013 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 32.000 6,800 0 6,800 NO UNDEVELOPED G5 1.000 50 0 50 NO OTHER G7 7.000 44,100 362,900 407,000 NO 05 Totals for 2013: General Property 40.000 50,950 362,900 413,850 Woodland 0.000 0 0 Totals for 2012: General Property 40.000 50,950 331,100 382,050 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 126 Specials: User Special Code Category Amount 010-GARBAGE SPECIAL CHARGE 60.00 Special Assessments Special Charges Delinquent Charges Total 0.00 60.00 0.00 < Fr K ? „ ✓ a k,� �' fnaY+ $ tt s5 w� �a3x,�}t � `' s sx a`��� pproro i !� f, ft L <)wf �}•fc u t 5 < � 1 S � 2Yf � �3 :'g •� t a. c 1 `•i i G. t Ap fop WS t 4 . e wdl*— fU IN, CD V __, Cil Ull CD CD ..........., CD CD C) I Ul ANIMAL WASTE PERMIT APPLICATION The undersigned hereby applies to the St . Croix County Zoning Department for an Animal Waste Management use permit for an Animal Waste Structure. APPLICANT �&64T �Tok so►i 7/; 69-y - 3aor ADDRESS 496 2J 11D� 1�V2-, . J�IC,�pLWj-I 5yoo), OWNER OF SITE L 69,, T T. ,To kh.So Yx ARCHITECT, ENGINEER, CONTRACTOR !►lr L�IGL�"�t �, Tr ry. , �, LEGAL DESCRIPTION OF SITE NW Y'Ll 0� N C Towy-,06p 'MN n ADDRESS OF SITE ��►�p J- u(� "Q, , aA Uj I GyYC, `ot TYPE OF STRUCTURE Car44V bd.Sirk- Ja'ow)v\� 7FDr m"Ly re- s4Drcts��- ZONING DISTRICT ToWnSj lip Q Q4yi i2d r The applicant shall submit as part of this application, those items of information identified in the following checklist as being relevant to the Animal Waste Ordinance Standards applicable to the proposed use. DATE 9-30 ' / SIGNED Applicant or Agent Payment of $125 . 00 payable to the St . Croix County Zoning is due at the time the application is submitted to the Zoning Office . S f✓ ''i P '998 .- ST CROIX "- tS7 COUNTY 1A ZONING OFF1 g y 1, ANIMAL WASTE ORDINANCE PERMIT CHECKLIST NOTE : The following checklist identifies information to be included with the application. 1 . The facility plan must contain the following: a. A scale drawing of the proposed facility and the location of buildings within 250 feet, wells 300 feet and homes within 500 feet of the proposed facility. The drawing shall also show the scale and north arrow. b. The structural details including dimensions, cross sections and concrete thickness . C. The soil test pit locations and soil descriptions to depth of three (3) feet below the proposed bottom of the facility and five (5) feet below the proposed bottom of the facility if located within 250 feet of a well . d. The elevation of groundwater and bedrock if encountered in soil profile and the date of determinations . e . The number and kinds of animals for which storage is provided. f . Provisions for adequate drainage and control of run off of surface and groundwater. Streams, lakes or ponds within 500 feet shall be noted. g. Time schedule for construction of the facility. (Permits are good for two (2) years . ) h. A description of the method used in transferring the waste from the facility. i . Plans for utilization of the animal waste, amount of land available for application, identification of the areas to be used, soil types, and any limitations (water, slope of land, bedrock, sinkholes, etc. ) j . Short term storage . ANIMAL WASTE CERTIFICATE We the undersigned, do hereby certify that the animal waste project has been completed as designed. OWNER CONTRACTOR Subscribed and sworn to before me this day of 199 NOTARY PUBLIC St . Croix County, Wisconsin My commission expires ' S A TIRY ENGINEERING P.O. Box 44 Chippewa Falls, WI 54729 OPERATIONS AND MAINTENANCE PLAN Owner: Robert T. & Nancy A. Johnson 1963 110 th Ave. Baldwin, WI 54002 Location: Sec. 11; T29N; R17W Date: 7/3/98 WASTE STORAGE FACILITIES This plan states the procedures for operations and maintenance of this system as assumed in the design process . The following operating and maintenance procedures must be followed to ensure proper and safe operation of the reception pit over the life of this facility. 1. Inspect the facility periodically. Inspect the covers and grates periodically. Replace any covers and grates that are no longer serviceable because of wear or corrosion. Inspect safety shields to be sure that they are securely in place. 2 . Maintain necessary safety features including proper fencing, warning signs, stop blocks, guard rails, covers, and similar items. See "Safety Around Waste Storage Structures" (attached) . All ports to the tank must have a cover capable of safely supporting loads as described in the ASAE EP 378 . 3 Standard. Grates for grated openings shall have a maximum opening that shall not allow a 6" diam. sphere to pass through. Grates with openings wider than 2" shall be protected from cattle and human traffic with guard rails . It is recommended that a gate system be available to allow the blocking off of the access ports to prevent accidental entry by humans, machines, and animals during scraping or other maintenance. Once the reception pit is put into operation, under no circumstances shall any one enter the tank except trained personnel equipped with breathing apparatus. 3 . Reception Tank Top Loadings J Design Loads: The tank is designed to allow tractor traffic next to the structure. Small machinery loadings such as a skid steer, etc. are allowed on the precast panels . The reception pit top panels shall be designed to support livestock loads and tractor loads according to the SCS (NRCS) prequalification specification. 4 . Handling Manure A. Reception Pit Tank 1 . Avoid scraping dry or frozen manure into the tank. 2 . Use only minimal amounts of bedding when pumps are used to agitate or transfer contents of tank. Excessive amounts of bedding will clog the transfer pipe . 3. The reception pit is proportioned to store manure for 2 . 0 days when CIP and milkhouse wastes are added to the tank. This storage capacity is based on an assumed herd of: 100 hd of milking cows @ 1500# /cow @ 2 . 5ft3/cow-day including yard oximatel 265al/day The and pl . P milkhouse wastes total approximately g usable tank volume capacity is 727 ft3 considering storage level to within 6" of panel bottoms and 8" accumulated solids in the bottom of the tank. The manure level shall only come to within 6" of panel bottoms as to allow room for ventilation. It is recommended that the CIP and milkhouse water be added to the reception pit to more liquefy the contents to improve the flow characteristics in the transfer pipe. This system is not designed to handle sand laden manure. B. Storage Pond 1 . The earthen lined storage pond is sized for 1 . 5 million gallons of useable storage. Useable storage is the volume above 12" of accumulated solids on the pond bottom and below 6" from the top of the pond. 365 days of waste production using the above volumes of manure, CIP water, milkhouse wastes, precipitation and freeboard according to NRCS Standard 425 yields 1 . 08 million gallons . Therefore, this pond will hold approximately 500 days of manure production. 2 . According to the most recent waste production and storage volumes, useable waste storage volumes including precipitation should be 10, 000 gallons per year per cow. 3 . The storage capacity and pond design was also checked against the proposed NRCS standard 313 "Waste Storage Facility" due out in August 1998 . This structure was actually designed to meet or exceed the revised standards with two exceptions. A) Minimum side wall liner thickness would need to be change to 36" instead of the current 30" . This would only require repositioning of the wear gauges because this structure r • 1._ is designed to be built to 42" side wall liner thickness . B) The minimum PI of the liner is stated as 7 instead of the revised 12 . This once again would meet the revised standard because the liner material to be used test out at a PI of 13 .- 2 . The storage pond shall be agitated only from the agitation pad. Agitation from unprotected locations will accelerate erosion of the clay liner. No machines should enter the storage pond for the purpose of emptying the accumulated solids on the pond floor. 3 . The pond shall be inspected after every emptying cycle. Inspection should include locating and repairing signs of wear around or under the agitation pads as well as any liner surface. 4 . If repair is required, the liner must be scraped of all traces of organic matter and the top 3" or-more of clay shall be removed until any signs of leaching in the clay have been removed. The area should then be repaired with quality clay liner material according to current NRCS standards at that time if possible. The material shall be placed in the same manner that it was- originally placed. 5. Wear gauges shall be installed during construction. The gauges can be used to monitor the erosion of the liner. The top of the gauges should be 6" below the surface of the completed liner. The minimum thickness of the liner (24" on the bottom and 30" on the side slopes as measured perpendicular to the surface) will occur when 6" of the wear gauge is above the surface. Before 6" of the gauge is exposed, the liner shall be repaired to its original specifications . C. Emptying of Reception Tank 1 . Normally 6" to 12" of accumulated solids will not be removed from tank bottom during emptying operations . 2 . The transfer pump shall be operated when the level of material in the reception pit is approaching 6" below the bottom of the panels. 3 . Minimize odors by not mixing and spreading on humid days or upwind from nearby neighbors . 4 . There shall be cleanout risers along the transfer line to allow pressure washing and cleanout of the transfer line in the event of plugging. D. Waste Utilization 1. Waste application to land must comply with specifications, state laws, or local ordinances whichever is most restrictive. 2 . Manure will be spread on fields where the soil loss tolerance will not be exceeded. 3. The amount of waste applied to the soil must not exceed the nitrogen or phosphorus requirements of the crops to be grown 4 . Apply manure to fields according to a plan based on the SCS Practice 590 Nutrient Management. 5. Incorporate manure into the soil within 72 hours of application if more than 25 tons per acre per of solid dairy manure or its equivalent is applied. 6. Wastes applied within the 10 year flood plain (within 200 feet of rivers, lakes, or streams the flood plain is not known) will be incorporated into the soil within 72 hours of application. 7 . Waste will not be applied to soils less than 10 inches thick over fractured bedrock. Waste applied to shallow soils that are 10 to 20 inches over fractured bedrock must be incorporated within 72 hours. 8 . Wastes will not be spread in a waterway, terrace channel, or any areas where there may be a concentration of runoff. 9. Wastes can be applied to frozen or snow covered soils if a and b below are met: a. For slopes less than 6%, specifications 1 through 9 must be met. b. For slopes 6-12%, the following additional provisions (if applicable) must be made to reduce runoff and pollution: (1) Waterways must be well grassed. (2) Where slope length exceeds twice the terrace interval, the land will be: (a) terraced; (b) contour strip-cropped with alternate strips in sod; or (c) contour farmed and protected with at least 30% ground cover from the previous crop. c. Wastes will not spread on frozen or snow covered soils that have slopes over 12% . SIGNATURE DATE TIRY ENGINEERING P.O. Box 44 Chippewa Falls , WI 54729 SAFETY AROUND WASTE STORAGE STRUCTURES When planning the construction and operation of waste management systems , there are a number of safety measures that need to be considered. All owners and operators of such systems are urged to review these items and implement the measures which apply to their individual systems . The following is a partial list of safety measures which should be considered. Not all of the measures are applicable to all systems; neither is this an all inclusive list . Some systems of waste management might include safety hazards not addressed here. Owners and operators are urged to be aware of this possibility and implement appropriate safety measures . Some Common Safety Measures 1 . A warning sign must be mounted on all liquid manure tanks to the effect that death may occur upon entry to this tank. Such signs may be purchased from companies which fabricate holding tanks . 2 . Waste storage structures (particularly liquid systems) should be fenced to exclude people, livestock, and pets . Such fence should consist of at least five barbed strands spaced no farther than nine inches on center or woven wire with barbed strand on top, or standard cattle panels . 3 . Mounted pumps tend to work the tractor toward the pit . Where pits are to be agitated and emptied from the top of the dike with three point hitch mounted pumps , safety bumpers should be installed and kept in place. The bumpers must be set such that they will act as stops for the back wheels of the tractor. 4. Where pits are to be agitated and emptied from the top of the dike with a trailer mounted pump, chock blocks should be used to block the tractor while it is in operation. 5 . Install and maintain safe bumpers or restraining bars to mark critical stopping points for pushing manure over vertical walls or steeply inclined slopes . Remember that these structures serve primarily as markers and not stops . 6. Install and maintain grates or covers over all openings and holes (e.g. pump hoppers , risers of gravity transfer systems , openings in tank lids , etc) . Such grates should have openings no wider than six inches . Grates must have sufficient strength to carry the heaviest load expected to be imposed upon them. 7 . Install guard rails to keep humans or animals from stepping through any grates or holes which are not small enough to restrain a foot or hoof . S . Install guard rails along the top of any vertical wall or platform. 9 . Keep shields in place while operating mechanical equipment . 10 . Provide adequate ventilation when storing manure under barns or buildings . An auxiliary generator should be on standby to run ventilation fans in the event of a power failure . Care must be taken to insure that air from storage tanks is not drawn into barns and other buildings by the ventilation system. 11 . Back flow from above ground storage structures (e.g . above ground glass lined, steel and R/C tanks) have caused numerous environmental problems due to manure spills . To prevent this , an audible warning system should be installed at the reception pit . The warning system should sound an alarm whenever the electric motor on the pump is shut off and the knife valve is open. The alarm would turn off only when either the motor is in operation or the knife valve is shut off . 12 . All equipment manufacturers ' safety requirements are to be noted and followed. 13 . All pesticides used in connection with ag . waste handling will be used according to label instructions . 14 . Agricultural waste must be disposed of in a manner which will not degrade surface and/or ground water . A nutrient management plan which conforms to the SCS practice standard 590 should be followed. 15 . Display and obey no smoking signs in areas where explosive gases can be produced from storage of agricultural wastes . 16. All construction debris should be picked up before putting the agricultural waste system into operation. 17 . Sharp or pointed objects located where people or livestock could be injured by them should be removed or padded. 18 . All storage ponds lined with synthetic membrane liners must be equipped with emergency egress mechanisms at 30 ' intervals , along each slope . 19. Waste storage pits may contain poisonous or harmful gases . Never enter a waste storage structure without : * Standby help * Standby Respirator * A rope secured around the body * Complete and through ventilation of the pit * Gas mask * Failure to heed these cautions may result in death. Michael J. Tiry, P.E. 1 w 13ob Johnson List of Design sheets Sheet Description Sheet Size 1 Cover 8-1/2"x.I I" 2 Quantity Sheet 8-1/2"x 11" 3 Construction Notes 8-1/2"x 11" 4 Seeding Specs. 8-1/2"x 11" 5 Concrete Slab Flatwork 8-1/2"x 11" 6 Wall Joint Detail (Liquid Tight) 8-1/2"x 11" 7 Floor Joint Detail (Liquid Tight) 8-1/2"x 11" 8 Fencing Detail 8-1/2"x 11" 9 Class B Liner Detail 8-1/2"x 11" 10 Agitation Pad Detail 8-1/2"x 11" 11 Reception Pit Misc. Details 8-1/2"x 11" 12 Reception Pit Plan View 8-1/2"x 11" 13 Pit Cross Section A-A 8-1/2"x 11" 14 Pit Cross Section B-B 8-1/2"x 11" 15 Rodent Guard Detail for Tile Outlets 8-1/2"x 11" 16 Cross Section D-D 11"x 17" 17 Site Plan View 22"x 34" Bob Johnson St. Croix Co. JSN-01-98 1 'firy Engineering .P.O. Box 44 Off. 715-723-6777 ~Chippewa Falls, WI 54729 Fax. 715-723-6842 CONSTRUCTION PLAN PRACTICE NRCS 313, 358, 425; Waste Storage: Sturcture, Transfer, & Pond OWNER Robert T & Nancy A Johnson ADDRESS 1963 110th Ave.; Baldwin WI, 54002 COUNTY St. Croix LANDOWNER PHONE NO. i TOWNSHIP NAME Hammond NW ,/4 of NE ,/4 Sec 1� 29N RANGE 17W SECTION TOWNSHIP Ak i. _ 8 •per• r �4 EJ7Ly Ft h � � • - � I� i rhorA f e,�y�, •Niklo Z�ene � ^� 1NE Karris � i+du• Good/n I � f7uira am /s7� }�M CAW .9G M T ao 1 V7 a cSam r C/ar¢ >5 Cr . /&0 �9 �sRou�U 3q .Ve/son .y FpA!/A/TUSf 1 John DaMan Morrow j �S9 i7o6erYT '` C� � I v •�4 In s�0 USNNEL s Jn°nhir � 0°Q o �TOirn J Nlaipney• r ;, kt F 8 f R/eha/•d9. � � 4° /a/dix ° > qo Eisin er, efaJ • FrtZn,(( ,moo M C,Q o .QorM/d c •�Ta.+scv Gmna/ireFre f wa//ace • • ti C�erO/di BO W�.�s d�inice 6.1 � mrrk 6 (/��je �ja�srna `�� 4t � • F°m,s S G iqa Y � CO .Poge/'E • 'at 0,►lt�l��7l,II�,' wy ebker-kt y D 0 77gSaym CP 230 03 cc,Saaomrrtrap��Qy ioo o��, V©A A �O r mo d8 bS 0v � 2Gx 79 Rwt•i eLe9fruL p: ��••�a�tr�� ro • E L ,(c.E. � s e•• C o•, I sw s.Te¢n 74 y'ios. r.s a/dt i '�• �--'• ��CI V p N J Y, MmI.Co _u 0 7,r c.a' �aG • ^1/ J Mtr/t�K Sfe gon�/dr NOiny t r7u/Q r v H¢W�k S/ Famed r{e!�B Sae �I �/by E-24414 DuU E/ha»Qcd a \d , Bo • � i C1-!iF"r�•':1/i�. t'.='.LiJ • ' { � N /OJ. KsSrorr"s,t ii0. /3ina✓d �i S n '• by i l V 7C BO .W/KK aa1 ae ti 20 � v'ink Y•: t �v 'earh�dt.e • �.mtx r'3im�Snc. b =�Z J'O•.•...r•' ,.i.;;• ,�? • cTdhi Kaorrwn 8 > ;'tJC.�';i•+ 4E y-.� Location Map Scale: CONSTRUCTION DRAWINGS AND SPECIFICATIONS ACCEPTANCE I/WE HAVE REVIEWED AND DO ACCEPT THE ATTACHED PLANS. I/WE AGREE TO HAVE THIS PROJECT CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND TO NOTIFY ALL AFFECTED UTILITY COMPANIES. SIGNED: DATE: DESIGNED BY: /� DATE: ;zAr ow CHECKED BY: -T y DATE: SHEET 1 OF -7 JSN-01 —98 i I Bob Johnson Quantity Sheet Waste Storage Structures & Transfer(NRCS 3131425 & 358) 7/7/98 Item # Item Unit Quantity Sheet WI Const. Spec. Reception Pit/ Transfer System 1 Concrete Yd 10.6 4,11,12,13,14 4 2 #4 Bar Wall Reinforcement @ 10" o.c. Ibs 348 10, 12, 13 4 3 #5 Bar Wall Reinforcement @ 12" o.c. Ibs 361 10, 12, 13 4 4 #3 Bar Flatwork Reinforcement @ 18" o.c. Ibs 95 12, 13 4 5 Precast Concrete Top Panels w/Covers* Job 1 11, 12, 13 6 Transfer Pump &Accesories Each 1 11 7 Excavation Yd3 85 12, 13 2 8 Granular Backfill Yd 40 12, 13 3 9 6" diam. Sch 40 PVC Pie LF 210 17 15 10 Concrete Yard Removal/Replacement SF 600 17 4 11 12 Pond 13 Strip Site Of Topsoil — 12" & Replace** SF 87000 17 2 14 Common Excavation Pond Yd 5478 8, 16, 17 2 15 Compacted Fill Yd 4258 8, 16, 17 3 16 Compacted Liner Installation Yd 4884 8, 16, 17 3 17 Reinforced Concrete Agitation/Splash Pads SF 1381 9, 17 4 18 #3 Bar Flatwork Reinforcement @ 18" o.c. Lb 704 9, 17 4 19 Fencing Around Pond LF 606 17 10 20 16' Gate Each 2 17 10 21 Seeding of Disturbed Areas Acre 1.5 4 WI-CPA-123 22 Corrugated Plastic Drain Tubing LF 460 17 15 23 6" Rodent Guard Each 1 17 24 Wear Gages Each 6 17 25 Outlet Section, SDR 35 PVC, 6" dia. LF 12 17 15 26 27 * NRCS Prequalification Design or Approved By Registered Engineer To Meet NRCS Specifications ** Quantity Shall Be Included In General Cut And Fill Quantities Note Misc. Items Required To Construct Facility Per Construction Plan Shall Be Provided As Required. Note: Quantities Are Approximate For Estimation Purposes Only And Do Not Include: Overlap, Scrap, Site Variables, Field Modifications, or Incidentals As Stated In Construction Plan Including, But Not Limited To, Bulb Type Water Stop, Elastomeric Sealant, Grout, etc. Bob Johnson St. Croix Co. Job # JSN-01-98 Sheet 2 of 17 Construction Notes & Inspection Plan 1) The St. Croix County Land Conservation Department requires that this project be certified upon completion in order to comply with St. Croix County's Waste Storage Ordinance. The inspections during construction and final inspections will be provided by the engineering consultant (Tiry Engineering). The items which will require inspection include: 1. Placement of reinforcement steel. 2. Placement of the waterstops. 3. Sealing of the break back form ties. 4. Application of the curing compound. 5. Construction of the earthen storage pond subgrade and liner. It is necessary that the inspector be on site after the steel and waterstop are placed,but before the concrete is poured. It is the responsibility of the Landowner and/or the Contractor to notify Tiry Engineering(715) 723-6777 at least 24 hours prior to the above items being ready for inspection. 2) Concrete Batch Tickets shall be provided to the Inspector during inspection. Batch Ticket Information shall include: Site Location;Landowner's name;Date and time delivered;Amount of cement; Aggregate size, weight, and moisture content; Total water additions; Admixture information and quantities; and any other pertinent information shall also be included. 3) The reception pit shall have liquid tight control joints that are continuous from the walls through the floor. Control joints in the Wall or Floor shall have a corresponding control joints in the Floor and Wall respectively. Joints in the vinyl water stop shall be heat fusion welded. 4) All wall form ties shall break back no less than 1/2"below the concrete face. Ties shall be broken back on both the inside and outside faces of the wall. All tie holes shall be grouted or epoxied within 24 hours of removal of wall forms according to Wis. Const. Spec. #4. 5) White pigmented curing compound shall be used on all exposed concrete surfaces according to the manufacturer's recommendations. Concrete surfaces shall be kept moist until curing compound can be applied. Curing compound shall be applied within 24 hours of placement of concrete and/or removal of forms. Form tie sealing shall be completed prior to curing compound application. 6) Reception pit elevations may be adjusted only after approval from Tiry Engineering and St. Croix L. C. D. 7) Reception pit covers must carry loads per the American Society of Agricultural Engineers Standard EP 378.3. 8) The engineer shall inspect the excavation of the pond to determine if tile is needed and if so, the grade and elevation at which the tile is to be placed. 9) Soil test results shall be provided to verify that the soil used for the class B liner has at least 50% P#200 and has a PI of 12 or more. FOR FURTHER DETAILS, REFER TO THE CONSTRUCTION SPECIFICATIONS PACKET Bob Johnson St. Croix Co. JSN-01-98 Sheer 3 of 17 UNITED STATES DEPARTMENT OF AGRICULTURE WI-CPA-123 - UNITED Conservation Service 10/83 ESTABLISHING AND MAINTAINING VEGETATION 1. Make Plans for Seedin5 after Construction! Seed within 24 hours after construction. / it cons ruc ion- im s es after 7{n i make a temporary seeding of Z � C-_ or a dormant seeding. If a temporary seeding is done, plan to reseed in early spring. Where possible and practical , divert runoff until vegetation is established. Use soil retention blankets, jute matting, or sod in critical areas where water concentrates. 2. Obtain Needed Materials! Test soil . Secure lime, fertilizer, seed, seed inoculation and mu Ching materials before construction starts. a. Lime. If needed, apply lime at the rate of Z tons per acre. b_ Fertilizer. In lieu of a soil test, apply 400-600 pounds per acre of 20-10-10. c_ Seed. Always check the label and seed in pure lave seed rates. d. Mu ch Materials. Mulch with 1 1/2 tons/acre straw or hay reasonably free from grain and weed seed, or strawy manure at the rate of 6-8 T/A may be used. SEED RATES PER ACRE AND SEED NEEDED IN POUNDS ocati on Location Location Mix # Acres i, y Acres Acres (From Critical Area Rate # Seed ate # Seed Rate Seed Planting Mixtures-342) Per Acre Needed Per Acre Needed Per Acre Needed ecies s 3. Prepare the Seedbed! THE SUCCESS OF THIS SEEDING DEPENDS ON THE PROPER SEEDBED. With a disk or harrow, work the soil to a 3 inch depth. On small areas, handwork may be necessary. 4. Mulch Properly! Spread mulch uniformly. 1 1/2 T/A is 60 bales per acre or 6-7 stems thick. nc or mulch by pressing into the soil with a dull , weighted disc set straight or other approved methods. Work waterways crosswise when possible. 5. Seed! Inoculate birdsfoot trefoil and crownvetch properly. Seed shallow at 1/4 to 1/2 inch deep immediately after seedbed preparation. A cultipacker seeder works good. A hydro-seeder or hand seeder can be used. 6. Maintain( Pr ! Control weeds and undesirable woody vegetation. Delay mowing unti' after July 15 to accommodate ground-nesting wildlife.. If pastured, always regulate grazing. Where grasses alone are used, an occasional application of ferti- lizer, high in nitrogen helps to maintain the stand. ADDITIONAL COMMENTS: UWNLK/?S�/7 COUNTY Designed: Checked: SHEET OF /7 d i LD +- Z v LLI ++ H U O L to VI L W U i L -C vi vi L CI- Ma m i r� ° C i++ U uj 4 i N >4¢ c 0 _d a ❑ W -a d U L � d d N N+' +'V) ~ U7 3 O Z xa vv uu °) Ul > ia'n ++ ❑ O Sd 4 ¢ �' L L LS o W � N Nd dz i >s d S i d o U +' N 7 'A 4- ui d O N N -Q Q) A Cl Zd � YSD2 pi ENd3t O ° -6O � � Ea �� �Q O ad O � L� OJ +' O as MCay. U O)iC . UC z , Vi s >� LO zLn u � � 0 d +� OJ \ U O O i a ++ d O 3 Q) LZ U ; w d+� W CDZ u OQCD#CU spi +°' yds CUtl UE dam+' iad N +' cu Q 1-' 4' OJ ~ S. m ta U x 0 � 3 i l=- s Q z o u s° y�� o7 a,+) +' d �6 c +"o 0- N d O � O N -P 3 �U a� uD, I '" �, Ina � d3a) WL do +�'3u it-0 o > 3U IL � fn L Oi a C +' a 0)pi 3 S � i +� U >, s+, N X +' W c o�p, ao, ° +-°+ 0 CU C o � wl i- ^ o kn d o- °) U 3 o W Oo+°, 3 �C a tlz Uu a N = L 0 C N uFa°s S O mac. +' C O 4' y � E C N d EO ss d6s£ E� U Ln- �.-a E N -a :p U tL i C N w Cl aU i+- -E' d� U E�W N V 3-0 j w 1U a9 u ado, d� N0 ON � U 62 _ LW �`- E VI O) d U O i= d y pii 03 E L Vo pis 0 U++ N 7 Z+' O a E U U+�- d +,+'4- i d p d Oi Ec >_ E [ +' O d U +s £ U O VJ3 y O N E4CL 0 d V UI Ut7 �S dW u zwl= Qs i X Q I Q .: ni 4 In %d n O O U 4 N u N N i fn a o, _0 -Q Ui d P N d N L CL Ul A V Q O W d O ff, \ O +' i +' 44 4' ° p U1 O 3 UI L u N o, 7 L p +' L O d 0 C d d L UPI° 3 1 = 3 -P - J 3 S +� N L U_ L O F- L L Q p S O a- �O �, O a U F- p C3 U1 -' I- % 1i N 3 N Q �0 d M - = LL3 s Ul = � 3 - ¢u � p cw a 0 ^ v Qj d :3 a L � II L U d 4 p 01 LQJ a 3 L 11 O Q 3 CL cu Q P4 II U o 4 d� ice— 00 d II � � d to 11 �-4 11 T� 3 q " _ o to- L) II I1 p 3 � a II 11 N II Q1 4 a Oi 01 i v �' D I UI p. ° _______ _______ L3 a 3 E i > 0 I Q x d Y s m s U +O' c W w ST a s it 11= N Li q # W v L tn o c, �4J II i 11 3 p II u Q 11 : �I O q °o a L �0 ilo— A • p d I a O d L -9 L cu u I �,, �,, q +; I CL o it it 0) � CD o II II > N 3 p -P L +' O d p IL M: = d p o 0 3 W J U U . S . DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE DWG . NO . WI-563 3-86 JOINT P JOINT 0 REDFO1RCING STEEL STM m POW PuH MATERSTOP RX* 3/4' x 3/B' L/20 MINIMA EXPANSION JOINT MATERIAL 1ST Pmm POW ISOLATION CONSTRUCTIOW CDNSTR M014 c CONTROL JOINT R OINT S REINFORCING STEEL REINFORCING w am PU Pain NATFASTOP —"�1• ELASTOMERIc 1/4' DEPTH CKER R POW SST oo PQA N BACKER ROO TO BE i/ LARGER THAN MIRTH OF DINT CONTROL NOTCH FOR TO BE FORMED IN CONCREM 1ST OR 2ND POUR CONSTRUCTION CTION _Z i) USE FOR: 313 — TYPE i 2) MOST COMMON PURPOSE IS UN13EALINE13 JOINT LENGTH—LIN. FT. LIQUID TIGHT WALL JOINTS NOTES: PLAN VIEW i) STANDARDIZED DESIGN: MUST BE ADAPTED TO SPECIFIC SITE. 2) THE OESIGN FOLDER IS FILED IN THE SCS STATE OFFICE 4601 HAMMERSLEY ROAD. MADISON, WISCONSIN 53713 'p/l /b I�h` D� J *lWateratop. FM manufactured by: OWNER American Colloid Company Building Materials Division U (/-1/201 5100 Suffield Court L C C, WI Skokie. Illinois 60077 COUNTY Use Waterstop RX or equivalent Designed: Checked: 7—SHEET-4— OF /7 JOINT 0 J T E (112' EXPANSION JOINT MATERIAL MIN. REINFORCING R NFORCIN STEEL EEL - 1ST UR WATERS RXM NATERSTOP 2ND OUR 4' x 3 � ISOLATION ONST CTIO CONTROL CONSTRUCTION ONTR JOINT F ELASTOMERIC SEALANT CONSTRUCTION ALTERNATE 114• DEPTH 1' 3/8' BACKER ROD t KEYWAY 2N0 POUR L, 7 REINFORCING SST POUR STEEL NOTE: BACKER ROD TO BE US' LARGER THAN WIDTH OF JOINT THICKENED SLAB AT JOINT (KEYWAY AND THICKENED SLAB MAY BE CONSTRUCTION USED FOR ALL CONSTRUCTION JOINTS) CONTROL * Waterstop AX manufactured by: American Colloid Company Building Materials Oivision 5100 Suffield Ct. Skokie, Illinois 60077 Use Waterstop AX or equivalent U . S . DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE DWG . NO . WI-561 3-86 JOINT Q JOINT B ELASTOMERIC SEALANT 1/4' DEPTH NEW CONCRETE REINFORCING 1ST STEEL POUR BACKER ROD REINFORCING 1/2' MIN. STEEL EXPANSION MATERIAL EXISTING POUR - �WAT..TOP CONCRETE ISOLATION CONSTRUCTION CONSTRUCTION CONTROL CONTROL JOINT Ci JOINT C2 ELLAASTOMERIC SEALANT * T/4 ACKER 1100 T/4 N N 3/16'-3/8' +i to Y ~ U H tit REINFORCING STEEL REINFORCING STEEL 2 F [____JOINT Ci SAW CUT JOINT C2 JOINT FORMER STRIP NOTE BACKER ROD TO BE LARGER NOTE: REMOVE-JOINT FORMER AND TREAT AS THAN WIDTH OF SAM CUT. AS INDICATED FOR SAM CUT JOINT Cl. SEALANT'DEPTH TO BE 1/4' OR SEALANT DEPTH TO BE-i/4'_OR SLIGHTLY LESS THAN JOINT WIDTH SLIGHTLY LESS THAN JOINT WIDTH WHICH EVER GOVERNS. WHICH EVER GOVERNS. i CONTROL CONTROL j See reverse side for additional information i) USE FOR: LIQUID TIGHT BARNYARDS 313 - ALL TYPES LIQUID TIGHT SLAB JOINTS 350 - WHERE LIDUID TIGHT IS REDUIRED 425 - LINERS 2) MOST COMMON PURPOSE IS UNOEALINED CROSS SECTION JOINT LENGTH LIN. FT. / / /,, NOTES: '3010 , jo/91=0 i) STANDARDIZED OESIGN: MUST BE ADAPTED TO SPECIFIC SITE. 0 W N E R 2) THE DESIGN FOLDER IS FILED IN THE SCS STATE OFFICE L 4601 HAMMERSLEY ROAD. MADISON. WISCONSIN 53711 �T, ���/,(� 3) REINFORCING STEEL MAY BE BARS OR WIRE FABRIC. COUNTY L C C, W I Designed: Checked: SHEET_ OFD HORIZONTAL OR DIAGONAL BRACE STAY TE POST RACE POST BRACE WIRE GATE SECTION HORIZONTAL OR DIAGONAL BRACE I WIRE BRACE BRACE POST PULL POST BRACE POST PULL POST ASSEMBLY HORIZONTAL OR DIAGONAL BRACE BRACE WIRE ZBRACE POST CORNER POST CORNER POST DETAIL LINE POST VAR- LINE POST LINE POST -CONCRETE STEEL POST DRIVEN "'IN DEADMAN A NAT M TH LINE FENCE ACROSS SHALL DRAWS (SHOWN FOR 4 BARBED WIRES, BUT APPLICABLE FOR ALL TYPES) _ U.S_ DEPARTMENT OF AGRICULTURE SAIL CONSERVATION SERVICE DRAWING. NO. WI-700 REV. 9/86 L. STRN[IARIII= DESIGN: MUST BE ADAPTED M THE SPECIFIC'SITE_ Z. THE DESIGN FOLDER IS FILED IN• THE SCS STATE OFFWE,r '460L. HAMMERSLEY ROAD'., MAQISONr WISCONSIN 53711. - 3_ USE POST,, PRESSURE TREATED TIMBER,. OR STEEL COLUMN APPROXIMATELY 6'-6" LONG FOR DIAGONAL OR HORIZONTAL BRACE_ 4_ SECURELY FASTEN BRACE. S_ STAPLE BRACE WIRE TO GATE, BRACE, AND CORNER POSTS_ 6_ USE POSTS FOR. GATE BARS. STAPLE EACH WIRE TO THE GATE BAR. T_ USE 2" x 2 STAY(S) . SINGLE STAPLE EACH WIRE TO STAYS) 8-- USE L PULL OR CENTER POST AND ONLY ONE BRACE POST FOR LOCATIONS WHERE A PULL POST ASSEMBLY° IS INSTALLED ON EACH SIDE:-dF A= DRAB_ - - 9:- SEE DRAWING NO_ WI-701 REV. 9186 FOR QETRII:S OF SPLICE_ IQ.. DIMENSIONS ARE APPROXIMATE AND MAY VARY FOR". VARIOUS SITE. CONDITIONS. 11_ IF WOVEN WIRE IS USED WITH BARBEDI WIRE,_.STAYS SHALL BE INSTALLED AT THE ONE-THIRD POINTS OF THE GATE. - -. -- _ i 4 BARBED WIRES 3 BARBED WIRES WOVEN WIRE AND 2 BARBED WIRES WOVEN WIRE AND 3 BARBED WIRES SEE REVERSE SIDE FOR ADDITIONAL INFORMATION i FENCE DETAILS Bob J6h/rm OWNER LCC, wI WOVEN WIRE AND I BARBED WIRE ELECTRIC COUNTY Designed: Checked : SHE---T S OF /7 C? o I4 V. Z u 70 \ H z O W u iO iw-0 w -ac, �iZ S , Q YI r L+' \ 0. U> O)w w��s ENE ° ~ \/\\ �QIJ W 1. s do`o+'- pas ws O \/\ l7 0C')M a ° d. +� \ Rl t C�N� w CS y 3 U \\\ N V C W O X s Ot' O.S O)d \ \ L h u Cl-S O 0 L ; U L U \\ 4'0- ' s0N0)o :3 N \ � L d � Ic cu Ln CL W CL tns+, c'0) asow � � \ \ OJ u1 N C)w-Y S w \ \0 Q � N 0) D1N U1. C u Eli' E U ci _ E 3 a Q i 0)U X0� c wdcc U1 \ \\ �� L w o, o S o, L -P a d " wi -a o, o�a � \ 3 o z d rn31- rnE us ad d S \ \ L \/\/ w+; i tA C � . r. C N E 30 � U \ O J > n \\\ \ S i i J d \ CL 4, d S d +'Sln o �I 110 £ \\ \\\ wN0) No34-o > id (U E 3 \ V E a VI i E S N U+' < p) \ \\\\ v) vi to ° O— U S 'a 3-p \ t- d i U � °i'+a d+, ! iL v � C I ° Ud-P E � � �� 4J� rn O \ S p -0 C)iU 3 U aj u� F +' i UO �U— Oi 0OC- Sa0 c� 3 E+'-p \ 0) E� �0 i� � i 4:+' a) m L Ul _0 a) 3 N -P N Q ('7 a � pd � OOdiEUU1N id 0) Ln C4- u 0 Pei daLS a3 °a�+' a °)� U o) J s \ - \ U uU-UtodOup0 UIS-P -Y U L S 3 E 4 E E • u O Q \/ H S �U o� 0) L V)s o d + + +' O d 3 • +'= N +' � d = J +1O > > WiP d E .N \\ z U 0)_N ��+' >1>J L i :5 C5 O \ 3 i 0 '�3 Ln w s °i o -P i s v 0� Epi +' N+' E a) WM:3 ,_� CDwW rECd +' c -P O L a a (4-(U ASS O OS A O O\ 3 le J o3C�+'H U-D+'-Q zUU7� LL" W J N U .� L \ � i C�7 u LO 0 o Z H ° a J H a o cl iu¢ O 41 � Z a W z W ° a S c H E O IL A u Z \\� o W C5 A ❑ 0 0 ~ 3 0 \ U F CL O O s w O \ i ..~ O O \ H "O O O / C IL \ M 3 01 +' 0, \ u7 C JS N Ew N , \ C5 U L J E \ �O C-1)W N O WSJ 0 /\ th N U E L N N +' U ,+ \ 4 O J >Z VI N O -0 -P o (4,o U O O I .. _0 ('7 o L @l Ln N 0_ {+ O IL N E^ Q N U1 O CL / :a E U7 O V PQ E O E 4-% O E Q L 00- N \\j\ u AN O O) a p pq L _ /\ O ww u-E0¢ ~ vi // a o z z°fS- 0 vii \\� o C) v) a \ d o C") in I \ Q o %D - tn o E N N 211 Q w \ O O %,D o O o I Z .r I %D N it N r--I o Q I CD O / CM i 3 a s � Jr�° ° m c � d L+1 Q a °'€ W ddudozu o f d -J o s 4, , i d aU a J UN u d L 3 CL o p � an. �M a°,X���d +u�"c 9 / 0)d a 4- 0 ico z� �CO� m o* °rte oq� a�� N d USN w d d'O d d W� .WJ. ^+ o in s atLaE.wS u a Horizontal Steel, #4 Bars @ 10' o.c. Plus Bean Steel, Two #5 Bars at u if Top of Wall v ° ° (Grade 40 #5 Bar) � • u C6 d g•� e u u 3 +' d it w Vertical Corner Bars, 2 ip -------_____ O ° Four #4 Bars Panel Pocket no 4iii Not Shown 2' i 2' 8' as Side Wall Horizontal Steels #4 Bars @ 10' o.c. Corner Plan View 8ft Wall Shown Non Shrink Grout Mix Approx. 1.0 Cu Ft Water 1.7 gal Portland Cement 28 lb 3/8' Course Aggregate 47 lb Fine Aggregate 52 lb Reinforcement Steel Lap Lengths ACI 318 Min. Requirements #3 Bar (3/8' diam.) 12' #4 Bar (1/2' diam,) 15' #5 Bar (5/8' diam.) 19' #6 Bar (3/4' diam.) 23' #8 Bar (1' diam,) 30' Bob Johnson Reception Pit Misc. Details TIRY ENGINEERING Drawn RW Date 7<119e Checked C�n�es��TVtr�ms�a+a+-ev�ncnvcs Scale, 1/29 =1 SHEET"[IF L71 DRAWING Na. au-oi-se a +• I3 ' L osa M�+o.� Z a �L� /t' �j �w O a Z LO C�Jsa" \L ID a _ _ C d W U 3 ONOa� _ _ _ _ _ _ ',Cd hC=)W 0 I O d 0 C7 1 Wad iW c Z C CLLJ . �1 ' C 4a+' 0Ul,7N I a A W 03G1NQ I p L I I P4 u �I 0 I I 'ni I � Ld 1 ~ L H (� I x -xo.Addy CL C ° 3a I I o c� Nd o_ 07 4 > x N o m I a O.W x i ~d I r. \ va 1 a I 1 W S E I a W J T I a a + cl - y 6 J 4 O L + p I 1 W T r N 1 H a 1 I I O_ 1 C E p d +' 0 +' z a y ¢Ol - I d W Ewa O1 L u O J C R1 LO i I I °' I .� R' OtS a C E O)� Lo I d 01 a a C7 i' O W r T�W o T N~ T a y ~ O � 3 > Oq C +� i x°1 Wq 1 I �pJ I C H ° Ol U N i >>r- W O m.0 O I i' M t'n W O U> u OI L I a l +' 'a6 O F''��i1 (J d H Oii¢ 00-UL -Li >.a I ONy�O W I I C n Nq L i HW Hq _ LL _ ul da L 0,d c U I Cl u o L o N aaQ C I 'p ~ L= CY E E C aN L I I a d O L U C) a 00 41 vi d u CL d?.L 0r- L I 1 J as �a a C U+Sr L,S: a I vi z-C C3 W NEiW t40. aOq Oa.Q d I N d Hl7�ONQ O I 1 �DH I I I I a � 1 a Lcavl 40 L of L 3 e m° M.0 I I a I 3 i yi-P v'O� d a q U E aC I YID c z N LQ N J U I I(7 [ O ~ e 1 > ° ou� e z a uW s o u+°,za o as a 11 �13 oN L 11 q a C. O % a +1 J �-°Q °D —In � o �' dU u a O N a til N O am Q o a0 0 30 0 dZ N3a x r _ \ m IA ui J +, tli 3 ' W L~ 7► x0 Ud OiO LYI Q N ai t- C7O7 a ZO i" OC Ud+'OO N O UE MC LJ Q UO 7 V+'� W O Lad E O ,W O++ W X V L YID a s .J. U s ° ���o oO `0 m 4,, Inv ui 3 T„ AQ O. _(, U C a W \"�l 0 a o L aoa O zK U 0 W F-of o � Top of Panel 2 Elev, 103.5 8'-e' Out to out Top of Lip 2 103.25 8' Precast Concrete Panel 4' 4' Typical 5' Yard Slab Bearing Typical 4'x 8'x 6' Bearing //4' / Designed By Others 3' Surface Precast Panel Surface LIP 3. / C 6' 3-1/2' Pocket Depth t7 U U 5' Pocket Width G $ Plastic Shins dO To Level Panels N �- I u I 1' Grout Space p n o o d M 7'-4' .-. q. (W B I W Panel Pockets Shall Be 3-1/2' 1 Tall x 51. Wide x 14' Long With U pq 1' Grout Space Between Wall CD a� And Panel And 1/2' Grout Space xw ,. I fl V' Below Panel To allow Leveling Of 7'-9' 7'-8-1/2' To U To Bottom Bottom of td I The Panel. 3 ° i Of Pannel Pocket I• .� I 'a 2' Cover 2' Cover, .� N I I• y N I Vertical Bars Shall'He Continuous Placed Nearest To The I Inside Wall Form, 6' Bulb Type #5 Bars a 12' o.c. Floor S eel I o Waterstop I Per Concrete U N g• Flatw ork 8 p Horizontal Bars Detail Sheet. h 2 26' #4 Dowel Bar 11 I Shall Begin 3' Floor- U ' 1 U Above The Floor 2 Elev. SL b w/6 1 Le Above 2' Cover 95.25 p 1 9 Placed 2 12 o.c. ff20 3' 6Granular Bedding 5' og . Note' Vertical #5 Bars Or Staging Bars May Be Cast Into Footing To Support Vertical Bars, But Neither Bar Shall Replace The Dowel Bars Nor May Dowel Bars Be Moved To The Inside Of The Water Stop. Note' This Structure Shall Be Allowed To Cure For Seven Days Prior To Backfillling. Noted Precast Panels Are An Integral Component Of The Reception Pit Structure And Shall Be Placed And Grouted At Least 24 Hours Prior To Placing The Granular Backflll Around The Structure. The Structure Shall Not Be Backfllled More Than 2' Above The Footings Prior To Panel Placement. This Liquid Tight Structure Is Designed To Meet Or Exceed The NRCS And ACI 318 10-Year Minimum Design Life Span And Shall Be Constructed To Neat Lines And Grades Following This Plan And WI Const. Spec. #4 Using 3,500 psi min., 5 Bag Mix Concrete (Typically 4,000 psi) With Grade 40 Deformed Reinforcement Bars And Vinyl Bulb Type Water Stop. Bob Johnson Reception Pit Section B-B TIRY ENGINEERING Drawn B1WL Date 7/1/92 Checked C\FILES\ACLTWIN\JOBS\JHSN-B\SEC-B-B,DWG SHEET OF DRAWING NO. JSN-01-98 1 GRILL NOU 11t Oitt IN- LAW THAN BOLT DIA. FOR FASTENING BOLT ANCHOR STRAP ANCHOR STRAP TO PIPE TO PIPE AS SHOWN. AS REQUIRED ANCHOR STRAP METAL ANCHOR STRAP . . BENT AS SHOWN FC011 in MIN. AIJLMAL GUARD i `o INSTALL. ANIMAL GUARD AS OWN,"" WN OUTLET PIPE NOT TO SCALE SECTION ON CENTERLINE NOTES: ENO VIEW "'--- 1. ANIMAL GUARD SHALL BE FABRICATED OF CAST ALUMINUM AND ARE AVAILABLE FOR PIPE. DIAMETERS 4" THRU 24". 2. ANIMAL GUARD IS EQUIVALENT TO: SCHLATTER'S INC. J P.O, BOX 546 FRANCESVILLE, IN.47946 TMwt1 NIA.w" gwrs rat • M NM MI'N NH t1. root "gory. O.tll �'�N�r law aw of top to ft".wire w gnwr too. C.Y IIf►� :. gweoL!!k•�s. C ii lbw .. SIDE kLgyAtiot4 _ kNd hkVkloN IAN wscow U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION- SERVICE ORAWING. NO- WL-60Z REV. 9/86 NO TES L STANRARrl= n=(;N: MUST BE ADAPTED TO THE SPEC:FTC SITE. Z_ THE DESIGN: FOLMR: IS FILED IN THE SCS STATE OFF=..460L HAMNEtSLFY Walo- NRQLSOlt,.WISCONSIN SM1 NOTE. ANIMAL GUARD SNAIL BE FABRICATED OF EITHER ALUMIMUW OR GALVANIZED STEEL. DRILL: NOTE 1 W PIPC'1L16!�LARGER "NAM' - SOIT OfA- F011-FASTENI MG.AMCIgR STRAP -- - -^ BOLY ANCNOR'STRAP TQ Pi P€ TO-PI PE- AS STO _ METAL AMISIOR STRAP. BUT AS ..: ,. SLOTTED-NOTES FOR' •` A R BOLTIMG.TO PIPE NEE SWINGING METAL i DISC FOR AMINAL w� - a � ,GiIARQ SLOT IM►Or3G To :. .RECFI V�STRAW rELD ow-wLr STOP TO AMCNOR STRAP NETAI PLATE BEN r AS SHOWN, FOR STO CLEARANCE APPROX. 1/2-1--,/ /2- OUTLET PIPE PERSPECTIVE VIEW SECTION FROM BACK C.. EQUIVALENT TO AMINAL GUARD P90DUCTS P. 0. BOX 109. 107 N. BRYAN ST. NICXSVILLE. OHIO 49526 F REVERSE SIDE FOR TIONAL INFORMATION �= ANIMAL GUARDS FOR TILE OUTLETS Rah OWNED LCC, hI I COUNTY PERSPECTIVE VIEWS FROM Designed: Checked: OUTLET ENO QF PIPE SHEET /SOF. -L7 S e ii O N n \ O /eI�CQ�� �� /eC� ► O o w O ' O 1 � � 1 �T O N c\ O G ` C Rio — 8 ; o b � `fib s o 1 , • � 3 0 a 64 a � i\Nk — qt � .o t\,44Na Nf I Ai ti a H 4 4 c