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030-1064-50-000
Parcel #: 030-1064-50-000 10/01/2009 03:21 P 73 PAGE 1 OF Alt. Parcel #: 24.30.19.233B 030 - TOWN OF SAINT JOSEPH ST. CROIX COUNTY, WISCONSIN Current X 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 O - SCHOTTLER, JOHN T & GEORGINE M JOHN T & GEORGINE M SCHOTTLER 1374 CTY RD I SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ` 1374 CTY RD I SC 3962 NEW RICHMOND SIP 1700 WITC Legal Description: Acres: 29.420 Plat: NiA-NOT AVAILABLE SEC 24 T30N R19W SE SE EXC P233A & EXC Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) CSM 2/349 24-30N-19W Parcel History: Notes: Date Doc # Vol/Page Type 2009 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Last Changed: 04/24/2008 Valuations: Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 27.120 5,500 0 0 5,500 NO 100 NO UNDEVELOPED G5 G7 0.300 2.000 100 5,300 4,800 10,100 NO OTHER Totals for 2009: General Property 29.420 10,900 4,800 15,7000 Woodland 0.000 0 Totals for 2008: General Property 29.420 10,900 4,800 15,7000 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ANIMAL WASTE PERMIT APPLICATION The undersigned hereby applies to the St. Croix County Zoning Department for a Animal Waste Management, use permitr for an Animal Waste Structure. 1 APPLICANT 5C, of e! ��vw� �� iAV IrGt��+.. �� D�h SG aL71e, ADDRESS rr OWNER OF SITE Tohh 9 (T2Dk-QI hC -5a-�o rllek, ARCHITECT, ENGINEER, CONTRACTOR ; e e h e, LEGAL DESCRIPTION OF SITE 7 T3`jtl I r" ADDRESS OF SITE TYPE OF STRUCTURES/�G��Gc! ZONING DISTRICT e z') �42W 7— 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 H —��j < ,3 SIGNED —T Ap icant or Agent Payment of $125.00 payable to St. Croix County Zoning Administration is due at the time of submittal to Zoning Office of Application. ANIMAL WASTE ORDINANCE PERMIT CHECK LIST 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 ft., wells 300 ft. and homes within 500 ft. 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 or 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. Stream, 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, identiication of the areas to be used, soil types, and any limitations (water, slope of land, bedrock, sinkholes, etc.) j. Short term storage. State of Wisconsin \ DEPARTMENT OF NATURAL RESOURCES t Suite 104, 990 Hillcrest Baldwin, WI 54002 Carroll D. Besadny Secretary File Ref: 3430 October 29, 1990 St. Croix County Mr. John Schottler 1MV�► Schottler Family Farm Rural Routej Niv Somerset, WI 54025 S T GkOrx "OUNY� RE: Animal Waste Site Investigation 'r Z�N(NGOFF;CE e1 Dear Mr. Schottler: On October 25, 1990 an animal waste investigation was conducted on your dairy farm in St. Croix County, WI. The inspection was the result of a complaint received by the Department which alleged that animal wastes were being pumped to a kettle located in the SE 1/4 of the NE 1/4 of Section 21 in the town of St. Joseph. During the investigation it was determined that about 700,000 gallons of liquid manure was pumped into this low lying area for temporary storage prior to ultimate land application. This is not an environmentally sound practice. The St. Croix County soil survey indicates that soil in this area is sandy and therefore the manure stored at this location represents a risk to the groundwaters of the state. For this reason, the Department requests that the manure stored at this location be removed and land applied as soon as possible but not later than December 1, 1990. In the future your animal wastes should be stored in facilities designed for that purpose. If your farming operation is in need of additional manure storage capacity, I would urge you to contact the St. Croix County Soil Conservation Service at (715) 684-2894 for technical assistance regarding construction of animal waste storage facilities. If you have additional questions feel free to contact me at (715) 684-2914. Sincerely, G�04� Peter Skorseth, EIT Area Environmental Engineer cc: John Paddock - WD Gordon Stevenson - Madison Dave Sanders - LCD Dick Gade - ASCS Tom Nelson - St. Croix County Zoning Bob Heise - SCS PS/rh INSTALLATION MANUAL LIQUID MANURE PITS WIESER CONCRETE PRODUCTS, INC. February 1, 1990 REVISED: July, 31 1990 REVISED: April 16, 1991 Page 1 of 7 INSTALLATION SHALL COMPLY WITH SOIL CONSERVATION SERVICE STANDARD 313 WASTE STORAGE STRUCTURE. SERVICE LIFE• Medium - 20 years minimum Wieser Precast estimates a life up to 50 years GENERAL• Installation shall comply with this manual and the SCS 313 Standard (where applicable) and local regulations of the state where the structure is located. LOCATION The following factors must be considered in selecting a site for waste storage structures: proximity of the structure to the source of wastes, access to other facilities, ease of loading and emptying wastes, appropriate health regulations, and direction of prevailing winds to minimize odors. Manure storage structures shall be located to minimize the pollution potential to lakes, streams and other surface waters caused by spills due to neglect, oversight or system malfunction. The minimum distance from any well or reservoir to a liquid tight manure storage structure shall be 100 ft. Storage facilities shall be located to eliminate the possibility of drainage or over -spill from flowing from the structure toward any well. The ground elevation at the well shall be higher than the ground elevation at the storage structure or the topography shaped to direct any drainage or over -spill further away from the well. Other requirements for separation from bedrock and/or groundwater may be specified in local or state regulations, and SCS Standard 313. Reception pits, hoppers, tanks, and transfer pipes from which manure is pumped to storage facilities shall conform to the requirements in the SCS standard for waste transfer (358). SOIL AND FOUNDATION Soil profiles obtained by borings or backhoe test pits shall be made to an elevation at least 3 ft below the anticipated floor elevation of the storage structure unless bedrock is encountered above this depth. Base slab shall be above the seasonal high water table. • ENVIRONMENTAL PROTECTION Page 2 of 7 All disturbed land surfaces shall be vegetated or otherwise stabilized to control soil erosion and sedimentation. The location, layout, and design of the facilities should be compatible with the surrounding landscape. Existing landforms and vegetation, along with land shaping and vegetative plantings, shall be considered to minimize an adverse impact upon visual resources. Facilities must be constructed in areas and in a manner which prevents flooding. Waste storage structures shall not be placed in floodways or channels that convey water. Structures located on the flood fringe must meet the requirements of local and state codes and be protected from inundation by a 100-year frequency regional flood. The floor of all structures shall_be a minimum of 2 ft above the 100-year frequency flood elevation. 0- OD, 0- FOUNDATION PREPARATION: Page 3 of 7 The structure must be constructed on soils which will provide even settlement. Unequal settlement may result from poor quality soils or significant changes in the compressibility of the substrata soils (i.e. rock). NORMAL INSTALLATION - GOOD QUALITY SOILS Good quality soils suitable for normal installation include: Clean sand, gravel or sand/gravel mixtures; well -graded sand, silt and clay mixtures (less than 50% fines); and low -plasticity silts and clays with significant sand and gravel or fine silty and clayey sands (more than 50% fines). Unified soil classifications: GP, GW, SP, SW, SC, SC -SW, GM, GM -GP, SM, SM-SW, SM-SP, GC, GM-GW, GC -GP, GC-GW, Gravelly Sandy CL or ML, or Fine SC or SM. Footings shall be excavated to sizes shown on the plans. Form boards shall not be used to form interior square footings. Form boards shall be used to form the edge of the slab. Footings shall rest on undisturbed natural soil or well compacted granular fill, compacted by a number of passes to facilitate equipment compaction or hand operated equipment until settlement is no longer visible. POOR QUALITY SOILS Soils other than those listed above should be removed to a depth of 2' below bottom of the slab and footings and replaced with compacted earthfill that meets the gradations and compaction noted above. ROCK The entire structure floor shall not be below the existing bedrock surface. If rock is encountered beneath a portion of the floor or within 8 ft of a wall of the structure, a layer of compacted backfill 18" thick and which meets the classification and compaction shown above for earthfill shall completely cover the exposed bedrock that is at the top of the wall elevation or lower. The compacted backfill shall extend at least 8 ft. beyond the structure wall to allow free drainage of runoff water. The slope of the backfill shall not be steeper than 2 horizontal to 1 vertical (2:1). A sand -gravel material at least 6 in thick shall be installed under the structure floor. A conduit drain with a minimum diameter of 3 in may be installed in the sand -gravel material. The drain shall be encased in a minimum of 3 in of sand -gravel material. The top of the drain shall be at least 6 in below the bottom of the concrete slab. The drains shall be at least 5 ft and no more than 25 ft from the outside edges of the concrete. The maximum spacing between drains shall be 50 ft. The drain system shall have rodent screens and daylight to gravity drain. CONCRETE PLACEMENT: Page 4 of 7 BASE SLAB SHALL BE INSTALLED AS SHOWN IN THE PLANS AND ACCORDING TO APPLICABLE CONCRETE SPECIFICATIONS. TOLERANCES Tolerances shall be checked before precast is installed. Length for checking tolerance shall be the complete length of the structure -- i.e. tolerances are + from true line and elevation. If tolerances are not met, Wieser shall be contacted to determine remedial measures. Most critical are tolerances for wall keyway. Remedial measures may involve saw cutting edge of keyway and grouting base of keyway all as directed by Wieser. Vertical: + 0.5 inch main slab + 0.25 inch wall keyway Horizontal: + 2.0 inch edge of slab + 0.75 inch wall keyway + 3.0 inch interior footings ± 2.0 inch joints MATERIALS See constuction plans and specifications. PLACEMENT Place reinforcing steel and mesh and prepare joints as shown in plans. 1. Drive 2 x 2 grade stakes at 3'-0" on center along the perimeter wall location. Nail Wieser wall panel keyway to grade stakes. 2. Mark location of all column lines on exterior wall panel keyway forms. Using a string line and a tape measure locate all interior column locations. Excavate for all interior column footings which will be cast integrally with the floor. Size of footings are shown in the plan. 3. Divide the floor as necessary for construction and/or contraction joints. 4. Drive 1" x 3" wood stakes at selected locations to support the floor screeds. The screeds are normally 1-1/4" to 1-1/2" O.D. steel pipe. The locations of the screeds will be determined in the field. Remove stakes after screeding. 5. Place reinforcing steel in perimeter footing. Wire together and position as required. Support all reinforcing steel rods on "high chairs" or bricks of the proper height. Provide 1'-9" minimum lap on #5 perimeter bars. Page 5 of 7 6. Install welded wire fabric of size shown on plans. Provide a min- imum overlap of 6 inches at.splices within the fabric. Fabric may lay on ground but must be pulled into center of slab as concrete placement proceeds. 7. Allow fabric to run through contraction joints but not through construction joints. 8. Concrete method of placement depends on site conditions. Concrete may be deposited directly from ready mix truck to slab, or by buckets using crane or by pumping. If direct dump from truck is used, welded wire mesh shall be removed before truck drives onto site. Repair any damage done to soil and replace welded wire mesh to slab area before depositing concrete where ready mix truck has disturbed the site. Concrete slab shall be a minimum of 5 inches thick, shall contain 4% to 7% entrained air, shall have a slump of 4 inches or less and shall have a compressive strength of 3500 psi at 28 days. *(Each state may have their own specification that must be followed.) 9. Slab shall be screeded and then finished with a magnesium float. Exterior edge adjacent to Wieser keyway may be hand floated to a uniform level surface. 10. COLD WEATHER PROCEDURE: For the purpose of this specification cold weather is defined as a period when, for more than 3 consecutive days, the average daily air temperature is less than 40 degrees F. Concrete shall not be placed on frozen soil. The concrete shall be cured a minimum of 48 hours and be insulated with thermal tarps or by covering with polyethylene and with at least 6 inches of hay or straw. The covering shall be placed as soon as possible after the finishing operations. Curing compound will be applied in normal procedure. The temperature of the concrete shall not be less than 50 degrees for the duration of the curing period. If needed, the concrete shall be insulated or housed and heated immediately after placement with temperatures of not less than 50 degrees F nor more than 90 degrees F for the curing period. Combusion heaters shall have exhaust gases vented out of the concrete protection enclosure and not be permitted to dry the concrete. NORMAL PROCEDURE: Cure concrete by spraying with a liquid membrane forming compound immediately after finishing of slab. Do not apply curing compound to the keyway area until grouting of panels is completed. • 11. Remove the Wieser panel perimeter keyway after first marking the exact location of each interior column in the same manner as in Item 2 above. 12. Seal the floor joints as shown in the plans. • Page 6 of 7 STRUCTURE ERECTION• 1. Install interior columns. They are self supporting for installation. Provide a thin layer of neat cement grout under each column base to assure full surface contact with the floor slab (footing). Cement grout shall consist of equal parts of cement and sand with just enough water to make a workable mixture but not fluid. 2. Install wall panels starting at one corner and working around the perimeter. (See Item 3 below). As beam lines are encountered, install beams over columns and wall panels and add slatted floors over beams as installation progresses. 3. Wall panels shall be bolted together as shown in the plans. Apply one Con -Seal Butyl Resin Concrete Sealant (CS102 or CS202) strip to each joint. Locate the Con -Seal strip approximately in the center of the space between the bolt and wall panel edge. Strip shall extend from bottom of base slab key to top of panel. Con -Seal strip shall be 1/4 in. thick x 3/8 in. wide and then compressed to 1/8 in + thickness by tightening the two panel connection bolts. 4. After the complete structure is erected and before backfilling, seal the base of the panels (junction of wall panels and floor) by first removing any debris or dirt and then fill the keyway void void with a mixture of one part Portland Cement and three parts • sand (by volume) mixed with enough water to make the mixture workable, but not fluid. Trowel to a smooth surface. 5. Grout solid the beam dowel holes and the beam pockets as shown in the plans. Grout before backfilling and use same grout as Item 4 above. 6. Cure grout by spraying with a commercial membrane curing compound. Protect with hay or straw from cold temperatures as in concrete placement, Item 10. U Page 7 of 7 BACKFILLING• 49 MATERIALS Backfill the structure with clean sand, 3/4" or 1 1/2" gravel, or sand -gravel mixtures (maximum 5% fines) or well -graded sand, silt, and clay mixtures (less than 50% fines). Unified soil classification is: GP, GW, SP, SW, SC, SC -SW, GM, GM -GP, SM, SM-SW, SM-SP, GC, GM-GW, GC -GP, GC-GW. PROCEDURE DO NOT BACKFILL UNTIL 72 HOURS AFTER STRUCTURE HAS BEEN GROUTED. A) Backfill a layer uniformly around structure and them compact (to avoid racking structure). Compact the layer before adding next layer, (again uniformly around structure). Compaction shall be "lightly compacted". This includes compaction by use of typical farm machinery. Continue backfilling until entire structure is backfilled. Structure is designed for underground use only. Maximum exposure of top of wall panel shall be 1 ft +. B) Restrict machinery compaction and hand operated compaction within 2 feet of the wall. C) Minimum top width shall be 6' horizontal and side slopes (2:1). For embankment fill around the structure. D) Slope protection must be done by seeding or gravel surface to prevent erosion. SLOPE SAFETY: Excavation must be done by a qualified excavator. The bank must be cut down or excavated wider to provide safety for the workers and inspectors in the hole. The excavator must comply to OSHA regulations. SUPERSTRUCTURE: A building may be erected on this structure. See plans for vertical loadings permitted to be applied to the structure by the building. Lateral forces caused by wind on the building must be transmitted by the pit structure to the adjacent earth backfill. Building types and framing vary, therefore, attachments of the building to the structure and means of load transfer shall be approved by Wieser on an individual basis. 0 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 on this date: NOTARY PUBLIC My commission expires: MIE ER �ilf wv o 33 RT. 2 (Hy 10) BOX 148 MAIDEN ROCK, W1 54750 CO (715) 647-2311 -.800-325-84,516 FAX: (715) 647-5181 ZMmol-CE DATE: 9 JOB: Dsc> J LA-31 ATTN: uenciemen: We are s ing YOu'AtCached�`• SeparatelY• $y Messenger the following items: - Shop Drawings Specifications Change Order Prints Inspection Report Struct. -Calcls.. .-.77Contracts. .-Memorandum .. .... No SHOP DRAWING PRINTS NUMER -7 . �d-s- These are transmitted as checked: — No Exceptions Taken Note Markings For Your Use Rejected '—Comments Attac — For Approval —Revise and Resubmit hed'.. As Requested --7 Review & Comment' -'..For Sibnature• Remarks: 7. ...................... .. .... ........ CC: Wie ser Concrete Products, Inc. nn, '04 By: AN EQUAL OPPORTUNITY EMPLOYER fort rZER WIESER 0000RETE RT. 2 (Hy 10) BOX 148 MAIDEN ROCK, WI 54750 (715) 647-2311 800-325-8456 FAX: (715) 647-5181 April 7, 1993 Mr. Leo Wylie State Conservaton Engineer 6515 Watts Road, Suite 200 Madison, WI 53719-2726 RE: ALTERNATE TO THE WIESER PAN-L-BLT PRECAST CONCRETE MANURE STORAGE SYSTEM - REVISED APRIL 10, 1992 SCS APPROVED - SEPTEMBER 20, 1991 MIDWEST BULLETIN NO. 210-1-14 Dear Mr. Wylie: We are requesting approvals for the following alternates to the above mentioned and be a part of our Pan-L-Blt System: 1) Sloped Floor Detail (Add Sht 2A to Section D) 2) Drive Thru Panel (Add Sht 10A to Section D) 3) Freestall Panel (Add Sht 10B to Section D) 4) Removable Pump -Out Panels (Add Sht 10C & 10D to Section D) We are planning on installing a Pan-L-Blt Manure Storage System for John Schottler located in Somerset, WI and your immediate attenion to this would be greatly appreciated. If you have any questions, please call. Sincerely, WIESER CONCRETE PRODUCTS, INC. David Reneson General Manager yb tI � IO F., I AN EQUAL OPPORTUNITY EMPLOYER nSsu O MEM8ER April 16, 1993 Mr. Leo Wylie State Conservaton Engineer 6515 Watts Road, Suite 200 Madison, WI 53719-2726 RE: MODIFICATION TO THE SCHOTTLER FARMS SUBMITTED TO YOUR OFFICE ON APRIL 9, 1993 Dear Mr. Wylie: The removable pump out panels (sheets 10C and 10D of Section D and sheets 222-225 of the design calculations) have been eliminated. A standard solid top panel will be used in its place and a design review would not be necessary for the above mentioned items. If you have any questions, please call. Sincerely, WIESER CONCRETE PRODUCTS, INC. Dale Caswell Engineer cc: John Schottler, Schottler Farms M THE CONSULTING ENGINEERS CROUP INC SHEET NUMBER 55 E. Eudd, Wta 420, Mt Prospect IL 60056 (708) 255-5200 -.1 6 r.>) a Ns jtjPEX 2455 N.E. Loop 410, &jU 125. Son Attxio, TX 78217 (512) 637.G977 -T-2+ Ef --z,-r7+N p 149J) JOB NUMBER PICEC A - S7- - A4A"u - 9-r-- -- Frr- MADE BY DATE CHECKED BY INDEX 6.rj maj> f::i c,4rn a t-J -tt Lc>,Pr_—b UKL—:- Y-17 DESIGN t--1e>DiF=tcA-not4 -4:4=2- of A c)P-vjC- -r7f-gLJ FLoc,?, F::bm 7-24-1:5 rl4"1=L-) t,-,nc>iT=tcA-moAj ^Mrnot-J e,v-- PP-r--V- s-rA-u— rLAF71=4 P-M P6+-J E:-L 221 F-4iz, 7-74-LI, PA-PQEL) moDir-icArnop 14-4- PECSisI-j �K- c-AP/);-HjLxry enf= A (LC MavA-&LE-r PA-Nj E-t— DESIGt�1 F:-o)z rjE1�.► 4,t F M cl� KCHAI MALSON IN ;z " N 'A NV. 9 305 09 9 �l�s 2l oo-T� 8 lr ls�v nrr+i nna c1 s7.o ryt�lx vim - _-MS9N s � b• I 'g-b1S N4� a��a"TS off. � C`Q i�r14� N1 )S �g -glad ram • 7-o wo-/ I C� SAS � Nof N� ->j 0 0-7 A -Lid 7,TJtjntq d.I--7 Q-:7d0`7S No14V--7l�►�a0w tv�/S5O NWZ CWbr N-43S /Iq -Lid --y o r491530. Q(v}� rol��vW�►azirlI I'D N19bl y��r3u�� fv`7/s�o �'0� �0 J �/ n N dW �a 3avw 1/0 = d A9 43NO3HO -Alva aid av�vr�s �-� tlnvmN 90f Qi S ����� �QO , _/ LLMLCS UIS) LIM XL'ONRW un'SZl wbu � i 1'TW SS1Z OQZ V ODZS-SSZ (VOL) 9S009 11 130ftW -M •OZ1 61M pgm3 .3 SS � ��NO7 �75�11'• ��� df1O1•I-J 9-33NlnN3 !JN1.1-1f1SNO7 3H1 83et,4m 133HS THE CONSULTING ENGINEERS GROUP INC 55 E. EwW. &A 420, Mt Prospect IL 60056 (108) 255.5200 2455 N.E. loop 410, 9uh 125. Sm ArrWrie, TX 78217 (5121 637-0977 MADE BY DATE CHECKED BY I� o J'. N1, I 3I so 19 3 -rp, y v' 5 ,s Q re o, c.. / N ADD Il7 o r.! rb TN-E MESH o.oZa A CcM,NG AowN 7-)t - uJf}LL V o _ o, Ao It/, M � .LA L 5 N-t-Pr?�Ru'S"� LP, F3 Erg7iNC-> CAMe- 1?"y 4DM14 o.9�a. 338)((00�3_5)(/- = 4, s Z'j< —>- ,14,,7- SHEET NUMBER 2o1 JOB NUMBER 3a� THE CONSULTING ENGINEERS GROUP Inc. 55 E. Eucid, Sulk 420. Mt Proepect IL 60056 (108) 255-5200 2455 N.E. loop 410, Suu 125, San M1yik TX 18217 (512) 637-0977 MADE BY DATE CHECKED BY M•S• M. 1 3i 30 %93 SHEET NUMBER 2a2. JOB NUMBER 3 Il`l V EST I C-�ATE l.:o Lu M N S r-a K ll 0 " o)< loi o" H-T EEF, CAL-r-, S HT-S. 28 31 OF- 571.> 8" k 8 `r GDLUMN AA- 11. o FT U 5 Fu I.T. - 9 K (S � 1-M, 5 Z7-77) 714iS IS MoAE. r= o. 3 (8) = Z. 4 GR 1 Tl LA-t - 71 t t l Tl- S ?Z.Sv- LpAP A IGNE� z, — 5 S J N STD P AC.kA GrE GM c l.0 EL s 40 3o res; SEE S Ki'. 28 341.3 i N4 �d = �-2� 0/1 _ o, Z9 C SSE SFfT. Z2?, 4.3 Z W/1 �T = 3 �-►. 3 EEL = 42� I� • !r� z /z.s _ /ns.E � � 49 3 0. Z-7 x1I x1z)Z. 1 g9 l t a," 7 (241, 24 I, e, ' 2, 4-1 z.,( �0,9'K) = 1e,6'K ra N ► N i A�`T-� o t�1 b 1 A G RA M Ffl f- Go L . 1-r-H 4 -j-- 5 2,. A-jZ -. : ' l A M 1 7(p. e" x 8 `' THE CONSULTING ENGINEERS GROUP 1r c. 55 E. Eudd, Suite 420. ML Pmspxt IL 60056 (708) 255.5200 2455 N.E. LOOP 410. Sute 125, San kt:rria. TX 18217 (512) 537a817 MADE BY DATE CHECKED BY M.�.M• 3/3°193 THE CONSULTING ENGINEERS GROUP, INC. (708) 255-5200 PRESTRESSED PANEL AND COLUMN ANALYSIS (INTRCURV) SERIAL NO. 0001 LICENSEE: CEG * ALL INFORMATION IS PRESENTED FOR THE INTERPRETATION, * APPROVAL AND APPLICATION BY A REGISTERED ENGINEER FILE NAME: 8X8.INT JOB NO: 3040 MARK: 8X8 MEMBER SIZE: 8 X 8 SOLID WALL PANEL OR COLUMN FPC= 5000 PSI; STRAND DIAMETER = 0.000 IN 0.00 STRANDS; 0 KSI 0.000 SQ IN PER STRAND AREA OF REBAR= 1.24 SQ IN; FY= 60 KSI ROW 1 0.62 SQ IN AT 2 IN FROM BOTTOM ROW 2 0.62 SQ IN AT 6 IN FROM BOTTOM CAPACITY CALCULATED AT 0 INCHES FROM END AT PU=O: COMP BLOCK= 1.37 IN MUO= 15.80 FT -KIPS (PHI=0.9) AT BALANCE PT: COMP BLOCK= 2.86 IN PB= 57.25 KIPS (PHI=0.7) MB= 21.31 FT -KIPS (PHI=0.7) AT MU=O: PUO= 238.79 KIPS (PHI=0.7) Y- "S 4) 0.10*FPC*AG= 32.00 KIPS INTERACTION POINTS PHI*PN(KIPS) PHI*MN(FT-KIPS) PHI 0.0 15.8 0.900 19.4 16.4 0.735 31.6 17.9 0.700 44.8 19.9 0.700 57.2 21.3 0.700 114.0 20.4 0.700 157.8 17.1 0.700 192.9 11.1 0.700 238.8 0.0 0.700 SHEET NUMBER Za3 tB NUMBER 3 040 THE CONSULTING ENGINEERS GROUP INC. 55 E. UCLID, SUITE 420. MT. PROSPECT, II.. 60056 (708) 255-5200 2455 N.E. LOOP 410, SUITE 125. SAN ANTONIO, TX 78217 (512) 631-0977 E DRAWN BY DATE M•Tm. 3 93 CHECKED BY �� BHxpN GG�L� T NUMBER 204 JOB NUMBER 3 a 4a M N THE CONSULTING ENGINEERS GROUP INC 55 E. Euclid. Sufi 420, Mt Prospect, IL 60056 (708) 255 5200 2455 N.E. Loop 410, Sub 125. Son Anlmi . TX 78217 (512) 637-0977 MADE BY DATE ICHECKED BY M'zr, 1--o1. I 3)30 1913 THE CONSULTING ENGINEERS GROUP, INC. (708) 255-5200 PRESTRESSED PANEL AND COLUMN ANALYSIS (INTRCURV) SERIAL NO. 0001 LICENSEE: CEG ******************************************************** * ALL INFORMATION IS PRESENTED FOR THE INTERPRETATION, * APPROVAL AND APPLICATION BY A REGISTERED ENGINEER ******************************************************** FILE NAME: 16X8.INT JOB NO: 3040 MARK: 16X8 MEMBER SIZE: 16 X 8 SOLID WALL PANEL OR COLUMN FPC= 5000 PSI; STRAND DIAMETER = 0.000 IN 0.00 STRANDS; 0 KSI 0.000 SQ IN PER STRAND AREA OF REBAR= 1.86 SQ IN; FY= 60 KSI ROW 1 0.93 SQ IN AT 2 IN FROM BOTTOM ROW 2 0.93 SQ IN AT 6 IN FROM BOTTOM CAPACITY CALCULATED AT 0 INCHES FROM END AT PU=O: COMP BLOCK= 1.21 IN MUO= 25.41 FT -KIPS (PHI=0.9) AT BALANCE PT: COMP BLOCK= 3.31 IN PB= 158.55 KIPS (PHI=0.7) MB= 39.45 FT -KIPS (PHI=0.7) AT MU=O: PUO= 453.39 KIPS (PHI=0.7) 0.10*FPC*AG= 64.00 KIP-_ 0'8 0P�� INTERACTION POINTS PHI*PN(KIPS) PHI*MN(FT-KIPS) PHI 0.0 25.4 0.900 47.9 28.8 0.700 82.3 34.5 0.700 114.8 38.9 0.700 243.0 37.5 0.700 314.0 30.9 0.700 375.3 19.6 0.700 437.0 2.7 0.700 453.4 0.0 0.700 SHEET NUNIBER Zo 6 JOB NUMBER 3° `r° THE CONSULTING ENGINEERS GROUP INC. 55 E. EUCLID. SUITE 420, MT. PROSPECT, L. 60056 (708) 255-5200 2455 WE LOOP 410. SUITE 125, SAN ANTONIO, TX 76217 (512) 637-0977 DRAWN BY DATE M.: 3 3 CHECKED BY SHEET NUMBER ►, - P-Arno a cuF.Q E FDA Ilo" x 6'" GoL. 20? �wEA K Ax) S, JOB NUMBER w/ 4G,> ;!p 5,6 THE CONSULTING ENGINEERS GROUP INC. 55 E. Enid, Suits 420, Mt Prospect IL 60056 (708) 255.5200 2455 N.E. loop 410. Srt[ 125, Sn krio io. TX 78217 (512) 6J7-0977 MADE BY DATE CHECK�By SHEET NUMBER 208 JOB NUMbtn -�o4v DESIGN N1ot>1 FICA-71aN *i: 2 - AbD►Toa of -n+2 U !✓[.c� o IC Oi}irJ EL DES 1G hl Fp iZ '17` 1 S P/9 N 9-L -Xa'i.,al. �(r%(=1F74.0. f w 4.a:wwF to c..., su. R.ds �.a.►.. v✓.. -S�: a.T.e. OPTIONS: sus?:w6o.WG.vwWF U.a �'L.aA. p Ea. E•.J Of Pew. =GLNTER IN.SKIW. / ..SECT IDNAr Y 19 I�d ErD—,.t_T-, R:L.t. SJ. P_ I-s L...W.6�n'e.cs..tar VAAL • 4 . .2�5 7- 0 5u MOLCZ. FORIL-R:6: � BOLTING p...l:]: ..[.•/ z - ..: i J. - .TOGETHEM - 1+ R•►, � . i N N4 1 � �• I I ' O SHEET NUMBER THE CONSULTING ENGINEERS GROUP rHc. 209 55 E. Eudd. Sulu 420, ML ProfpK( IL 60056 (709) 255-5200 JOB NUMBER 2455 N.E. LOW 410. Sub 125, W MtM, TX 7UI7 (512) 607-0977 MADE BV GATE CHECKED BY 17r=S►GV-1 F:-,Ofl- 3 LIVE. LOAD Lph1D11"IOhJS LL- /L,oao 16 vj4jE-L Lr�At� + 3o P3� SNDW LP/QD �zi o 00 1b w,gfZ-E-j_ 4 PT ii PrF�T t �5r 3Now L-aAD D�L1&N DF 3 Yz" InAlC.K k1r.1 C� cA-L cis E IS w1Tr1 /Z,oDolb wIfE�L I-e�'pJ 771zr-- c v N'T- cT P A A S HTO 3.30 3.30 TIRE CONTACT AREA The tire contact area shall be assumed as a rectangle with an area in square inches of 0.01P, and a Length in Direction of Traffic/Width of Tire ratio of 1/2.5, in which P = wheel load in pounds. 16 Zo zo W = R- P = GN E C-V-- w !p is fo — ua 4" , o x & —Gt G. K. 'S 14 r--. f � K 4-,.��) Z C-Z, z Z LHEENUIEER THE CONSULTING ENGINEERS GROUP INC. 55 E. Euclid, Sub 420. Mt PruspeLl, It. 60056 (708) 255-5200 2455 N.E. Loop 410. Suit 125. SM Anuio, TX 78217 (512) 637-0977 MADE BY DATE CHECKED BY G 6/455 K 5ENPI7,JG o�" CCJS� Y/1✓LD lJ/�JE 77l EoKY VI�TuAL. Wo(eJL MeTHoD ��1� R�I►JFoRGED Loi.Jc2E7'E M.EGNANIGS 4- DSS) < by 7AM,ES G_ Ms�cGJc�Ga�� /}LL P/}►,JEL EDGFS WILL OE: F/XE=7 SY RtBS 5�� 1 - ASSuNt� Loc A77o,.15 O F YEI Lr> LNES Y 7-9 Y A Ei Negative moment yield lines I 1,46 l I E' F I Positive moment yield lines I ' D S'i� P 2 - ► V Tl+r 5 LA P f? V ► !t1-u �} L. D r STPL A C-E M 1= &)\1E LINE e-- F fl ViK>tiRL l�ISPLAcFM�M = 5iE P 3- C--aM PUTS E�cT ►J A L w o R K - Val ,f�, o P/�t ieL A-G- o 3 SHEET NUMBER THE CONSULTING EN INEER9 GROUP Imc. �', 55 E. Eudd, Suit 420, Mt Prospect IL 60056 (708) 255-5200 2455 NI Eoap /10. SuAe 125, Sie Mtmio, TX 78717 (512) 637.0977 JOB NUMBER MADE BV DATE CHECKED BY 3 m ...5, 1 3 1.44Xo,8xYZx2�w>< �. (5.:5 - z(o.8�'Z�wx S o, 1035 us >< + 0.494w x S - c.889w 7-DTA L r--XTC-92N H L- W o RK = Co.lg5 w S +- o. 884 tw ST•E P 4 - Gott PUTE I NTEpNA L w o/CK U LT. MoM c,,� CAP/4c-/7-7'' 1 \ loll (o./2)(�0)(1.�5� (1 - 7� c1.;5 5 IZ PAN EL A -G-- Yi. M x L6= o; q l �/.4�� -}- a; 491 y y o.8 F - E i lei y LX 6 x s o . 91 � � 0,'l3 �QuA't -rH E l=XrtIZNAL f}ND /NT�rZNAL waKl� SHEETNUMBER THE CONSUI.TINC3 ENGINEERS GROUP INC. �I !— 55 E. Eucw. Sub 420, Mt NuXmct IL 60056 (708) 255-5200 JpB NUMBER 2455 N.E. 1mP 410, Sub 125. Sn kg rio, TX 76217 (5121 637-0917 0 MADE BY DATE CHECKED BY /� � • -5, tvA 1 -MY ' 'A = o, 5 . i AL- A F-G v.1 A�=A44. X o.5�yzxz Z 3 o. 122 c.u� + 0.913 a,S — /.o4w� 2 = 24 C 'roTAL ��CTW A L �, 3 �--� It-rrs-tZN AL Work. p,qtJ EL R J ( PAWLL A_g-F Y �MLo 2.312A w � = Z2.go IS =e�;. ,,, - 9.4.4- ►< s 4: EENMU THE CONSULTING ENGINEERS GROUP 'nc. 55 E. Euclid, Berta 420, ML PrmpecL IL 60056 (708) 255-52002455 N.L LmP 410, Suiu 125, Sm kft iu, TX 78217 1512) 697-0977 MADE BY DATE CHECKED BY E� S KETr- N 5 H T. 210� !,v Q� = C,4e.. X 1, 3� ) w � 3 = o- 3 140 w Pr}►.,EL A — B — F — G - C ' Z w x �2 w A = !-�� X ►.3 x z�yz� w S + �-5 Zc�•3>x ) 3 a- o. 321 w - o. <o45 w To-rA L >eN At- P..t<. = co . 31(o + a. e.45) Z. w s 1�RNf',L W o�K• pANEL 1 L YL I� o +0."13) +�5'�►-3�yZ ;: y n� Le - �2.�s� + 6.77 S� 2 — 1-7.6 S 1.92 w i = 17,&& � ,�' w `.so Ks -F THE CONSULTING ENGINEERS GROUP INC 55 E. Euclid. Wu 420. ML Prospect IL 600561708) 255-5200 2455 N.E. Loop 410. Sun 125. Sm Mrano, TX 18217 15121 637-0971 UATE CHECKED BY MADE BY . J ,,� , I' --, use +�L3 C� `,02 14.5 Au�wRa1.� SHEET NUMBER 2 or APPUeD LoAV = � o-r-E 5 P�.EA•D TJ �E t-ofrD o v �� Lc NTAc-7" fi-�A -rrf-i cx►-1 ES S C FTz -z. 2 + > 144-- L o.o�i Ks-T x1.q + 0.03 ►�.S-F W�1_T, 7,24- FT' R . I I k-sF -f- o, oG ksf -j- o. o S ►�- 9. 22 KS-F A►�A�-i515 !�►.�5 �1ATIv>✓LY A 6:eu M Ss �rr+E THE CONSULTING ENGINEERS GROUP INC. 55 E. Eucid, Suite 420, Mt Prospect, IL 60056 (7081 255-5200 2455 N.E. lmp 410. Suit. 125, San kdorie, TX 78217 (5121 6J7-0977 MADE BY DATE CHECKED BY pv-Ss Gz ►mil 0"F= 4M DES - = 5 %z" + 3 yz" Q1L1►J� r-r'�EcT�V FL/�NGE WIDTH = 4" + ice. sjz )2,-75" S r'A r.l SuPPa 0m ujIv 1► ~ :. SPA1.1 = 12. o l - 0,9 LI V_r- "AP © l so psi Q /Z000 �b wHE-Ei 4- 3o PS'F 3r C2� - Cn000 Wb 4 Fi A PA in- + 10 PSG;. SHEET NUMBER 215 JOB NUMBER 304� Ln A> 0.?5 i81)C�Zi - rS �1.541��3.58��+ 4 1.54x3•��n"' - 8T C L = o . o4.77 Ks� GI-+EL►L OG Qi / 50 � s r e Ll- 2 I (Ii, o�) 6-1 X 8 � l ,4�- 42.81L c,,=,Ab rF,,GAD 0veK ALL. 5 F-IES THE CONSULTING ENGINEERS GROUP I-C. 55 E. EurSd. SW 420, Mt Prospect IL 60056 17081 255-5200 2455 N.E- L000 410, Suite 125, Sm Antorio. TX 78217 1512) 637-0977 ANIADEY UATE CHECKED BY ZO j 2,!D0 16 w L- r��s�s ay LA frD 4- 3o p SPKEm' - oVE� 3 xi&5 c ,,j LY� SHEET NUMBER 4I� rJOB NUMZER .>o — (mil o� A s5u M � T7+r5 BF' Mrs 1.4 +�.o3Ksx4r)1..7 x�il,o$� + is" x 1.7 4 8. 9'K 4- 5eo . 51K = G,5.4'V-- C2� ooc 1b WWE—r-L Lcft @ 4 FT PrPAfCT + 30Psf o.rr-!z A-U- s K135 ,\Z (o, ��7 K x • 4) + (o, GASH � Z Gov DNS 4, o 3,11 5 A,, 2. 37 d N n 5�1�2.37 Go L -srREAt, SHEET NUMBER THE CONSULTING ENGINEERS GROUP INC rj I-7 55 E. EuM, Suits 420. Mt Prospect IL WC56 (708) 255-5200 L 2455 N.E. lop 410, Suits 125. Sm kdo*. T I M17 (512) 637-0977 JDB NUMBER MADE By DATE CHECKED BY c-mEc t SF V--AK ASSUME oNuY 2 R)135 wIL- BE J=FFrGTIVF To RESIST Sh Ij fZ �w tT1i W tf-�F L Lo f} D N Ep,�E _ 'To 1 P Lo Art- W ILL i..ioT LiE ABLE `1-n SPKE-Al> Gf?S E ® LoADrr1 Cs Gov t--�1.15 u 1.T, 4- IZ"'cl`I) = 22.2K sr+G-i�R- Rl=1r�F. 7.5 4" *V&. A-JIa voIZ 5SH-ehx- 7, 5 " -P " 3 GA. uJIf�S VEKT ° 30 o,G, (o,l67n� X Z = a- 374"71 85 x t V. o� x 2(i,s" x4,C.3" = !4,"75 ,< djVs _ o, 85 X a.371i-���&o >��I.S� %Z" SHEET NUMBER THE CONSULTING ENGINEERS GROUP Inc. ZIa 55 E. Eud4 WU 420. Mt Prospect IL 60056 )708) 255-5200 JOB NUMBER 2455 N.E. Loco 410, Sut 125. Sn kvtojo. TX 78217 (512) 631-0977 MADE BDAT E� L Iq CHECKED BY - -. - - � 41 ,�, • —15 1 3 - 3 — A DD iTtoN cF �I�� 57A I_L pES1G-iN MoD�rr�CA�oN � , pL�-��RM PAnIEL [DESIGN For- TN"IS PANEL • L_oADS� D%S►GIJ FoR LL— /50Pst� GI a IYz r—rAi - A, I ZOO i2N IG� 4" I :;; THE CONSULTING ENGINEERS GROUP INC. 55 E. Enid. Suite 420. ML Prospect, IL 60056 (708) 255.5200 2455 N.E. loop 410. Sdit 125, San Mtxio, TX 78217 15121 637-0977 MADE BY DATE CHECKED BY M.-T.N4' +)5193 TKY P�>\1 �►NF As SNow►� /� ^ M ' ' IQ PL-A N N SHEET NUMBER z19 JOB NUMBER 30� SHEET NUMBER THE CONSULTING ENGINEERS GROUP is C. 55 E. EuCK Suite 420, ML Prospect, IL 60056 (708) 255-5200 22' 2455 N.E. Loop 00, Sum 125, So Antma, TX 78217 (512) 637-0977 JOB NUMBER MADE BY DATE CHECKED BY M , T, M . 4/55M 3 /�✓ f P,I S 5 EcT' "( c l?- t CA- - KI 15 1 o N µic vt R%B) of = 1S- C�ovE- 1S t 4-7 bF+ its 4" " to 2 S)S t Y j_ /d" -- 2 5" _ 7,5" Lt1 - c, zl 4� /S 1<sf 7.3 t) C) = l . Z OL'r VULT, =1, Z3J ' M IjAJG z x moo x ► 8 x 4. e8 = /o, SS }`' °'g (ems) s) �z-J 2o,2�-tIL Q, K. HNU THE CONSULTING ENGINEERS GROUP I-C 55 E. Eucid. Suite 420. ML Prospect IL 60056 p061255-52002455 N.E. Lmp 410. Suib M. Sn knoll. TX 71217 15121 6370977 MADE BY DATE CHECKED BY3Q DES1C,tJ MoDIFIGATtot�! A- — pGsrUN Fpp, c�IL-rry of A KE-MovAC3LE Pf'rrJ EL = r rsi®rw�■r'� men - rrr---- vl �:�:e1n111n111eei���:311��11111i, r�>,r,i�ri�r�■■ir�vi�r®�1■r�rrrri -- I ' nrrra ,.�.�r �r�i�ran�urrr�rr�a■rr��, �s■����'r . �,ii 11 1�1�`'m'�"IIIIIIIIIICIC���:11����1111�•�• ram■ �wr sysw.■r �_ III�����III��In111111111t>����O11�1����O11��1i oV C—gA LL PIT 5-t-0 c?. P LA t-A SHEET NUMBER THE CONSULTING ENGINEE787M512) OUP INC 2/)� 55 E. EmW. Wm 420, Ml Prospect, IL 60000 F - LL+ 2455 N.E Eoap 410, Suu 125, Sn IntAo, TX7-0977 JOB NUMBER AALnr FlV DATE I CHECKED BY IY-0 50 � L, PRFssu R>= rt�u roc ReNo�^C`LI! d L3 Eillv 1-A -70 5 PA Tn c t42 2Y -77-F E LPci+:AL SOIL P��SSvKE ot�l Tires 5o ( L PRESSU 2E F• 5"rD PAC-�GV- 5ffT. I o� 5. 9 l►I �c I . "7 = 3. 3`1 �/► u LT, L O f 3 D g AA�LT Q �1Zf-M SHEET NUMBER THE CONSULTING ENGINEERS GROUP 'INC 22.E 55 E. EucW. SLdi 420, ML Prospect IL 60055 (708) 255.5200 2455 N.E. loop 410, SuU 125. Sn MCmo. TX 78217 (512) 637-0377 JOB NUMBER MADE BY DATE CHECKED p � 5lG t�1 0 SPEui4 L_ Go tl N j , BTw �! FREE S7744.rL e" S o L I D PA-t J E-L @ 4 Go F-N L- 5 o f 7WE B L 4>1 3's-1 U LT. Lc AD rg,F� PA►.N C— P� STA LL E' R S o L1 D PANEL ►3.�'� I I Z %Z 43 SLE2VE -lu 5Lsc--4E s o tl A - A li coIL 1NSEKT GoZL Bo LT S fZ �• �K��f=. P�-I HH+JD�AaI� -rAo. a Cato. Iq� 2 X 11, 08 " = Z2, THE CONSULTING ENGINEERS GROUP Ir c. 55 E. Eucid, Sire 420, Mt Prospect IL 50058 (708) 255-5200 2455 N.E. LOW 410, Sub 125, San Mt3m. TX 78217 (5121 637 0977 MADE E3v DArF. CHECKED BY /vf,S,M� 4/6/93 SHEET NUMBER 2?-G JOB NUMBER 3�0 PESI6t4 MoDIFIcA-mot 5 4-H'5.<-'K 8EA-MS FoK SPA -We,, ,4w D poST Loi4-b t.107 @ c_o L, i4S 5H-Ow1•► S ELOW : THE CONSULTING ENGINEERS GROUP INC. 55 E. Eucid, Suite 420, Mt Prospect IL 60056 (708) 255-5200 2455 N.E. Loop 410, Su" 125. San Mbio. TX 78217 1512) 637-0911 MADE BY DATE CHECKED BY M M, 43 B eftm I — BM kr-- I>J F, 4- s+E-Ar , SHEET NUMBER 22.-7 JOB NUMBER 3oq-a M o Nt E5t-1-7- 14rpo g, RVG. "�NGkNESS /5, 6 K �uLT. CLL� O.1 S"-Fo 2xl •�� 3.04o 4.32 A-35UMC-- p,smVE y' DuLECnoe-J F-09 — 145.Z 14-5.2 -4-7, r, +23,8 -r23,g 3 3, 4 5 -7'` +- �ucr. CZ d FKoM FACE or SUP?oKr !`' 12L. e ) K -17,9 K M � —/lv91K [Dvc 2 X �oac THE CONSULTING ENGINEERS GROUP iNc. 55 E. bift Suitt 420. ML Prm c L 80058 (708) 255-52M 2455 N.E loop 410. Seib 125. Son Mtaiq 7X 71217 (5121637-0977 MADE BY DATE CHECKED BY 416p 1 017- e-A s'E B) N O LL Posm vE cN o"e PANE. IS.�K B' 6,4' ¢ -i4s Z 42.4 t7sz V o �go,2 151.4'o IlL M o - 117,LIJ�- SHEET NUMBER 2ze JOB NUMBER 3o4o t-4A X . ,} ,1►s6uME PosrrlvE - DI Xr-�T)0" FCK DI STR16L!'T'I cN 0A Sr-� 5 NrEAF GA P. "j/ ##' 3 /s 4 0 2.2-y4o)C12�) _ Z2A.r- 4 3 �� 40 SHEET NUMBER z5z THE CONSULTING ENGINEERS GROUP INC. 55 L fucK Sub 420. Mc P-ow a Goose (709)255-5200 2455 N.E Uo 410. Sub 125, So Anbb, Tx I8217 (51Z 9374977 MADE BY I DATE I CHECKED BY 1, Z!.'`�1 leo, 4' r, B10 C3 /-s $ U I1 E P4S, D►R jwvX J>I:%M) W776N —145z- z)A Sl,8 —7l.5 w -41.1y' SHEET NUMBER THE CONSULTING ENGINEERS GROUP iut. 55 E Eudd. &A 420. Mt. Pfum & 6W (70) 2M200 24SS Ill Imo 410. && 125. sM kftk TX 78217 ISIZ $37-U77 233 708 NUMBER C� V c + C� M� = C •`j � Z• 37X�o�C12�/ — o. 5`1�2.37��Go� , �aC1Z s id >c � a IK SAY o�lG 5 7o 0vE-s2 MA I fI TABLE 1 NUMBER OF ELEMENTS MAXIMUM TANK HEIGHT (FT.) VOLUME TANK RADIUS (MEASURED TO THE INSIDE JOINT CORNERS) (FT.) MAXIMUM DEPTH BELOW GRADE (FT.) FOUNDATION POST -TENSIONING STRANDS (FT3) (GALLONS.) DIAMETER (FT.) THICKNESS (IN.) DIAMETER (IN.) PULL (K) ELONGATION MIN. RE0'O. IN ) 10 12'-0" 5193 38845 12.14 I � 27'-3" 6' W 29 5'h" 11 6320 47270 13.31 29'-6' 6" 12 7556 56509 14.49 32'-0' 635" 13 8897 66549 15.67 34'-3" 71b" 14 10349 77409 16.85 j 36'-9" 7" 15 11907 89062 18.04 39'-0" 8V4" 16 13569 101495 19.22 41'-6' 83'4" 17 15341 114749 20.41 43'-9" 29 9Vi 18 17223 128830 21.60 46'-3" 31 10'W 19 19206 1436.64 22.78 48'-6" 14" 31 11A" 20 21301 159332 23.97 I 51'-0.' 0.6' 41 107A_ 21 23503 175800 . 25.16 I 53'-3' 11'r4". 22 25811 193068 26.35 55'-9' 12` 23 28228 211143 27.54 58'-0" 12W 24 30751 230018 28.73 60'-6" .13" 25 33382 249700 29.92 63'-0' 13W 26 36121 270183 31.11 65'-3" 41 14W 27 38966 291465 32.30 67'-6" 43.5 15V4 28 62 33.49 /aI 70'-0' 16W 29 36451 34.68 12' 72'-C 167 ' 30 48173 360333 35.88 11` 75'-0" 1735" 31 51423 384645 37.07 10 77'-6' 18" 32 54827 410.110 38.26 9` 80'-0" 18W 33 58319 436,230 39.45 8' 82'-6" 19A, 34 61917 463,140 40.64 7' 85'-0" 19V4" 35 65624 490,870 41.84 6' 8T-6' 20W 36 69438 519,400 43.03 6' 90'- " 37 73359 548,730 44.22 5' 92'- 38 12'-0" 77388 578.870 45.41 5' 95'- NOTES: ✓ J} OIFFFREN TIAL HEICAR OF. BACXFILL SHALL NOT EXCEEOE 3 FEET. r --- -.2} POST TENSIONING SHALL BE PREFORMED AS PER SPEC SECTION 4.0. MINIMUM ELONGATICH AS S/OMN IN TABLE I MUST BE OBTAINED OR STRANDS MUST BE RE-TENSCNED. 3)- MINIMUM TANK DEPTH BELOW CRACE SHALL SE - _- GO`.£RNED BY FROST PROTECnC" REGU:RELENTS -- FOR THE FOUNDATION a-*& . i F r jl Imo_ 1 �- r /1 NOTE: No commercial usage, distribution or reproduction of this documerjt or any part of the information contained here* ' shall be made without written permission of AI etong America Incorporated. ABE:TONG P.O. Box 1943 01 AMERICA North Brunswick, New Jersey 08902 INOOF;PORATED (201) 249-8943 0 207/e 6" 2111" TG -CONSULTING ENGINEERS GROUFI- 06" 0.6" 43.5 22" 1701 East Lake Avenue ilenview Illinois 60025 (312) 729-0646 TWX 910-651-0005 - OLEWEW.'IL SAN ANTCNIO. TX NAPA.'CA ! gar Na RA>_. Tmy ac Fag7noN IREOI)IREMENTS i�sKl " . ~c UIC, VCIFIL]Fe e I GENERAL NOTES INDEX: I* WE .. SPECIFICATION: SCS 313-WASTE_STORAGE-STRUCTURES SERVICE LIFE: MEDIUM 20 YEARS TO.50 YEARS LOADINGS : RESTRAINED WALLS--SCS�313 TABLE_ 1-- FRAME—TANK-5 .. ABOVE SEASONAL HIGI-IWATER TABLE GRANULAR BACKFILL. EQUIVALENT FLUID PRESSURE 60 PSF E0uiPMENT SURCHARGE • 100 PSF r<NOTE -BELOW DEAD LOAD • ACTUAL LIVE LOAD ` ISO PSF LIVE LOAD FOR SLA75: LARGEST OF ISO PSF .GL CATTLE 250"/ FOR 2 RIBS } 125 % FULL LENGTH CALF ISO`/- FOR 2 RIBS { 75'/, FULL LENGTH HOG 170 %- FOR 2 RIBS 85 % -FULL LENGTH HANDLING LOADS FOR PRECAST INCL. SOX IMPACT :USE B" 16' COLUMNS . AT ALL 6EAM SPLICE LOCATIONS A 11oWASLIE SUPERIMPOSED BID G. DEAD LOAD 4 SNOW LOAD TOTAL ON SIDEWALL , 1350'I/' DESIGNED Fort USE ONLY_ WITH SACKFILL. ON OUTSIDE OF STRUCTURE - MAY. WALL PAN. EYPOSURE I'* DESIGN: ACI 310 MODIFIED — P...,.... ` .So P6 VLTIIAATE STREUGTH DESIGN.A.6 LOAD FACTOR .FOR ALL LOADS 145 MATERIALS: AIR ENTRAINED GONG. 4 T07'J. -ic `5,000 PSI Cs 20'DAYS- -' ALL PRECAST f� (& FORM STRIPPING._ 3,000. PSI MIN. .(BASE SUB AND FOOTINGS GRADE 60 REBARS PER ACI -518 - 83 WELDED WIRE FABRIC PER ACL318-83-__.__.. STANDARD MACHINE BOLTS FOR PANEL CONNECTION- A36 STEEL ANGLES C& DORNER PANEL CONNECTIONS AND PUMPOUT COVER STIFFENERS...._-. - COMMERCIAL GRADE CARBON STEEL FOR SKID RE2IST£NT RA15£D PATTERN PUMP OUT COVER CON -SEAL JOINT SEALER DUR-0•WE9 SHEAR REINFORCEMENT -SOIL FOR FOOTING BEARING - PSF MIN. SACKFILL CLEAN SAND, GRAVEL., OR SAND - GRAVEL MIXTURES GRANULAR (WAXIMUM 5 FINES) GP,GW SP,S W. OR WELL GRADED VMbER BASE SANO,SILT, AND CLAY MIXTURES (LOSS- THAN SLAB 5C, SC -SW, GM, GM -GP, SM,SM -SW, SM-SP,GC,GM•GW GC-GP'GC -GW PLACE BACKFILL IN LAYERS OF APPRo)(. 2' TO 3' TN)cA NESS. COMPLETE A LAYER UNIFORMLY AROUND PIT BEFORE ADDIA16 NEXT LAYER SPECIFIC COMPACTION OF EiACNFILL 15 NOT REOD. -(NOTE:' LATERAL PRESSURE ON WALL - FARIA EQUIPMENT MAY BE OPERATED ADJACENT 70 STRUCTURE PG_. 1_= GENERAL -NOT CS 1 INDEX PG: 2 FLOOR 4 F007 IN6 DETAIL PG. ..3 CROSS SECTIONS JOG. -4 STANDARD WALL PANEL - PG. 5 BEAM SUPPORT WALL PANELS PG. IS = A' STANDARD PANEL � PANEL CON. DETAILS PG. 7 COLUMNS PG. 8 BEAMS PG. BA: BEAMS (OPTIONAL SHEAR REINF) PG• .9 CATTLE AND PUMP OUT SLAT PG. 10: HOG ? CALF SLAT PG • 11 : ERECTION DETAILS PG.12: ERECTION ISOMETRIC PG. 13: COMPLETED ISOMETRIC f'. 3, 000 _P51'B 28 DAYS) ��+`�SCONSIh .; `p y: fit) x-.t�c.;�onwnpat..v me 1 uder my duty --4-1W tlW I'm a dA ..e E.olay.avl E.yln�er w6e� It�C'rx &I Ine 51ne a! TA -O 2` TONAL •D J A Va.: A.b le T iV v < Ny S•GONC. SIAi -W/ONE OVER 6-GON PAGTCD b LAYCR OF 6•i-WI.�•wl..l WWF GRAVEL OR SAND. II I I --SPACING [o uG SATs ¢ j I I ' II p,R I I U�iaX GOYTROI ✓ INT S SPAC. I I h0uCpIusTR II z✓ OJOINT 0.lpo. (O IZp' SPAG pR AT LNO eT p,�Ti {bVR I o D I I 'I I 1 I II II I� .a L---� I II II II I L L----j �1{{ foR .50..�NTER rOR FTc•S. 3CE 8 13 TABLE_ ON_SNEET' a I I FTC. T aE PeuLkft WITS-1 BA3E SLAB I A II I I �NO R£INF� �I I �I I I I I SECT. A -A � sbN scaly cROVr s •fie ^� —Cx / � M Mi q. IOh ' Lei. cOUTINIMVi� GLXTGRCD IN FTO. '• GARS Tp RVY TXROV6X Cpus ✓prNT F T3. SyA�L R[sT DN UNDIS T. NAT GRO UNp OR CONPAGT[D GRAVEL FILL. Vt• �Pur . SECTION C-C x— .- ' S[seL LSow ` pLiG I FTC. SNKL R[ST dl YNDIST. uATu1[.fL G YUD OR con PACT LO GRANGE ILL. RO 'o PLASTIC LIP STRIP J MGR / TOv %4• Sfy[D X�EAAOTp nG RIG JOINT I KALE0.. \ SECT. Q-B T I J CONTROL JOINT JOINTS PER u50AE wl-S61 JOINT LO/ ✓OrNT F j J � LA ASTOUG RIC SEIu1NT '/ ' DECv T- •� 110 MESH aRG JOINT x — ' J— z.t Pwa Imo. POua ' CO NST Ru<TION JOINT • � •CON��4 —� $,y' �^e'•e69 cenxy IbLt sRl[� .II_fllm tr ngvl `Ana�j�9 5l pe�a.ea M h O rr6r r� Oncl �L _ �Oen�slon arrE WI I aYn • OWs MIN - He{'�ste.N PmIynlly 6q�lyo, Ilse. rn[ I..[ of m. wle m s.F ' _�` .y 9� Inl £NG .NrypU� ynnesotA Df� RIV. sya ri}. a i A 0 LONGITUDINAL -5- -rl— VIEW AJl _ __cz•. e� 2r c_.r e.r ',-.ate. vrr roK s", sa. r'-c'Fc�. L.e la.a • za.c '� .: u�. � f e T�6r-1 tad Feet s::es _CROSS SE CT10.-1 VIEW F �S'4H %. �. � 6E1oMim 1 a++abn a repo.e o. x.e ov rrre w wwc ar arec+ � r-r.+sun wrG vrt 1 cm • � Rc�xW holecalau cjgrr E- - c� 2� vnEe*'rx 4.s o' tY Sire N Nrnn�yt 4 • ems. -o-w.t o, tj tJ - ss..t En.E-J o</oPT IOUs : 4-t-'-w a.l.wx:1 �'-W J:_CENTER IN.SKIN. - / SECTION A-17 'Yru,'r— 9'/i� i�19/i o.G. IOGaGE SDERDDS I '3 E— D:eG-R;b E....Pt. R:b.M S:J. P..el- ��G.:RODSCv2 7 B 2'S J�: �y I T e.9 _ I 'B OLTOI NG PAN. L. 4:L , Dom. •OWal In W.l .b STAUDARD END PANEL C SECT!O N C-C REIN. SAME A5 IN SIDE PAN. W/£XCEP—i WS NOTED -SECTION S-B P T T n• i T T � •i ' D... -O -wab 1.. Wab STANDARD SIDE PANEL :l- az`f... LVaneC' Profeasronal ErG. �. o ra w r.. NAL WiesE-R's Liquid Manure Pit F. K -P.W. STN ID. WALL- PAN. I � I �o T a _ � 2 — I~� HOSES FO4 OO�TIHG _Pq N. Te OET HER I• STANDARD 510E PANEL �RT HAUD BCAN-POECKCT LT. HAND OPP051T- Iio. l 12 y . —^1 i1 . gzyL I �I la y - f T6 r A --J STARDA7SD SIDE PAR.-W/CMUTER BEAM PccxCT. AEIHr ORcIHG 5AMC AS P--S WI-- BEAM POCKETS (EXCEPT AS NOTED) I Ms'vI1 NW t>ti° ppn. epeclf�bn u PpOrt ti N4 sue( Bep.a!wM P �b+b enD^�* V V i e s e r l � � CE RTER irurf ° `a``= �.; "N X ^BEAM .%;a_ SECT ION A -A I ;* 4 SIDE PANEL SECT. 8-8 A'END PANCL- ♦ SAUC R[iu IO xGIUG Ac STANiY.aO aALIi LS SIDE WALL �I�Q NOSE �FLPT PECE55 lit` ,CONSPAL s'**ziv 1 1 LGS. If END WALL s III � T�Terr�cauce-s cr ao raor 5£A PANEL CONNECTION DETAILS r13EAL STa1P I � - Ce.. I SIDE WALt SECT. 1 ne.a�y canary mer m„ vrmL wK�lcalw.. a.evon wa �y,SCONg, h ,r£ P.v.aa y m. a ana. n•r eFacf ,,,x�,lwawllv�lafn.aH J. ✓fi x�'ai[re•e Freraya.w.y E�q.+ew `^/ V V � y� [nce. +�. wa vl Ine Stile a xnafeaya q'sr, A lF PA— LE �'HNW 0 • Z--1 ¢ s LC S'CA. ME- (GROUTED) II �I BCA�+ 00wi�5 GROVTcO TA.�[� v ERTZ BARS '! T,CS �` A- MAY SrACIUG (S[C TALC) _VERTICAL BARS ' J I'7 � MI COVCR Te TIC.] �� 1.4-MI~TOOT f� �3 TIC3�G'MAX-SrACING 1 I a"• B' O.I. ey. p'-.e-4 G .e _ i V.• a. L.d N..S. B.� �...J •e-�9 $La 6-�9 IISK 4-�8 Ssx 6-�8 112" 9•� 51` 6- 7 IOs" 1 A-�5 50• -�S la�� I� I 'Q A A B i i i j 1 I I � 4 em •f`_ SECT A —A Note USE Co un SIZE E VERTICAL BARZ WITH G P`ACITY THAT CORRESPONDS TO LO AO FCEQUIREO FROM BEAM REACTIONS TABULATED ON sMT.la E:_P1 CENTER COLUMe-1 OF 24' CONT. BEAM LS" aLDG. LD. CAPACITY REQO ae.1+1.S'5.]." USE B'. 6- COL. /4 "7 VERTICAL BARS *ccoN Hey' sKc�!ica�on c.�,epolvq ecarea me `, a�SCONS�N i a � 1= q a uMer my Bbacl s C:-rsron anE tM[ I am • 0.q ®OIYm z Fece.aea E 'baslo.0 u,•L�, al w OI Br SW..1 OI if ��,�.G ,Ot Nor -^NA�AL 4 0 S-rrt' c.1. 52 ie.,.�y Spac�n.J T•2 B.. -E.:.d F� n1Langfluc_bLy-Bz Ld.1!(;LjL S t.11�f L End _ M:JdI � Gsnk� L 11" I •s.h. •.a e..a �Y si""♦ I 1I D-a S IA C." 0. 2'3 S;ai f4r6 Ib 2'6 Ts.c Il 1 .D Lac I I i 1 3 ze.....r♦ Br.a_ I � IB ! S 2 B6 3sNmf Birb I Jll _ u.<eJ � is s•ac 646f L 2 �'l 2 SPAN) GONTIMLIOVS BEAM - P3 2'S 29 2'9 83". 'r4ff 2E 1 2 �T i Gyps tL 3 'f 2 ' gy�ob IDsrfb 27 L 'B 3'D z. Fi 'If•Of LH L 'B 9'B ';If 29 2 3' asr a'f IESkb 30 1 ` t s s.s• ISibb 31 2' S 'p sL 3 s 1 Re 3� 3 '9 Isys2 .PS sti— p S per-. ng T.p He ns �1 E'.d Gen 1 E=d i I ' SINGLE SPAN. BEAM 111 n..a "3 �s:nn..p a.51... nlizd Q I b H.tl..n E••a D. [ ss�� sd'p �P B i 2 'S 2 '•9 35. ('b 35 f 12 c III 2 '7 -1, sb 3'6 gS�ob IZ ! Z B 9s 6L 13 z's IC SlPb 14 3-s 2 4 11EKsb IS j'9 Zy6 STS.•. I, Cl..a I �C [<d T4.n Ts.(c16' 9'7 HS♦PLI[. 3'9 Iss�'<;L � Nc,d Than Tsy lO e' i el'rdq' o.n:ly aW ani Nan. a:epon �c,CONS'ti%.,• a. y;� �'' �liou.xl .aa ey me a Inver ^•f al,.Er � wxneeion r1EI em a awry h•eE� Mn Q .J:ESiTh 41 Oa1ay . . Ma xi W$,.._ T... A.. Sy.,. Sane T.p A-d 9.2t..1 Bars A. H�f.ra L.•ytL, Wh— T:.. A— R.q'd. 2. SOAN CONTINUOUS BEAM -OPTI�q� WEB REINFOR C/N6 u..n T:.. A— N.t ,.... T— A— � B.tt.•. B.rs C' SINGLE SPAN BEAM * OPTIONAL .WEB REINFORCING 2 9a.... .. a.. . ,. vM2.s c.oe yah. mac`. 14 cPG' 2'•0- i�i zfr'D'. N.d Ii J L' 1] Ib 1. j'-O c(O g' 10 4'-6• 2P f I4®b' 9 $LO' 23 3•� %I?•� 2g cle 6' S�o' ]=o• 33 fTP$• 9 5'-c' /PP' 9 <sG5- __��••pp 142'GL I, t � � o_. •o-w.b I aNRf {{ODr $,N� lMah �M IFattlws V�. fpec�liutgnIXlaR>r .n ���\kI�01fV 1 �, Bf>I�LYmJ o100a•.'0 �• IM I% Vlds 0•Y 011vw rlpen4icn .n01IW I�YO <OOy IlegialreQ PdwalW $fa� Mrlel R•e la.s 01 I!n Lb 01 1111n1en1 O A _ fS5/ E�,pGta°` Nat 6� Bea... L,fh� V`L ye ip 5.• 4y L,i h. "i0 Y. B i�w 2Yc' �N.<Wg1 3'-c- 12 cP c' is IL %1P4- 1 •D' B' I) �j' q'.D' p• 183"6- rl I Is Is 9_t . S 7, sD 2 PUMP OUT OIE--WG 1! 4' - . T—C. . - — Lo— a i _T_ 0 O 1:77:71 L WE -= — SEC-r- D-D.SECT. C-E Cr. 5 S I II L II II OUT COVER YZ 3-L-, .1., SECT. r--r- SECTION A -A, Wieser's Liquid Manure�if CATTLE SLAT 2'4A PUMP OUT SLAT 4' CATTLE 4 P.O- SLAT -- --- lz -- 0 SECTION A -A SECTION B-B 0 0 - -T- CALF SLAT F. Z�jo, HOG St_AT I* I & , YpfrLE PANEL 1. FOOTNG DETAIL Jr IA S*x IV SPUCE CDL SPLICE COLUMN tr BER55) I E" Fma END WALL DETPALCD COLUMN Bk5C CB) 8'.1 COLUMN BEAMif ------ SLAT a bum 6 H) CCL- m m • '59X VALL PANEL SJDF WALL BUM PQCYE7 DLTA:ID suppORT BE -"A re Pit it Mo me a u+der mY eNect Y ;.eFii nM ioleaslqut ErK.necr ' - - E- _ rger pY tawi of tX Stzte If M'�neaota. o.r.i� pq aw. S-Qx Wieser's Liquid Manure Pit EREC7IO�3 150METRIC w g �00 to Fs��gg_F� U1 p =S�si t � ,1 SAKI- To RtJ" Tt4,ZU c�sr Z-r. i . •,+ eert:.. n,•.... pry. mw w•a .• i an. • netr •a0� v.a I,1,•St.,: Weser's L,Qu,d MQnure Pit Vee. L.r,Etk f W:dth ....• K.P.W. y 14 Ljq &- xW14.o -(,WrFzuga (t)-tt.,3Cgumm r � �,VS IHW yQL_ o pwt Pe-TAIL- ............. " tT b rg-I ::, yil I 1c;;, x P, P-eAtl uj -17 V'w Q,,cr-A 0 11 Li L— Fsr-ArA j W, e s er 6 L,cu id c nuare PI JC ... ..... .. K.PW V— L.-6tk f VV-d" ic> C— fie �a is .1 sl— Weser'.5 Lictuid Manure Pit K RW. ±� W V— L.,Stk Vv--Ltk ..... If•E : , " , *.*, = .......