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75-02 - Living Christ Lutheran SPR pt 1CITY OF CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937-1900 June 7, 1989 Carver County Courthouse Attn: Mr. Roger Gustafson 600 East Fourth Street Chaska, MN 55318 and Mr. James Dauwalter Lutheran Church of the Living Christ Box 340 Chanhassen, MN 55317 Re: Plat for Lutheran Church of the Living Christ Dear Messrs. Gustafson and Dauwalter: Following our meeting of approximately one month ago, I did con- tact BRW regarding the surveying work that would be necessary for the plat. After review, it was BRW's belief that Sunde Land Surveying would probably be in the best position to complete the work at the least cost. Gary Ehret did convey to Sunde Land Surveying the parameterswhich should be used in completing the plat. As can be seen from the attached correspondence, Gary Warren, City Engineer, is now working with Sunde Land Surveying to finalize that process. This letter is solely to reaffirm that we have not forgotten our discussion and continue to proceed in finalizing the agreement process. Sincerely, '10J Don Ashworth City Manager DA:k Enclosure i 1 �- �l I'l1NrlC>U I A UtrAK 1 Cstrf 1 Ur "CAL 1 n W WELL DISCLOSURE CERTIFICATE,. - PLEASE TYPE ALL INFORMATION A. PROPERTY SELLER INFORMATION Seller's last name , , , , , , , , , Date of closing the sale , , , , , Total number of wells , M M D D Y Y B. PROPERTY DESCRIPTION Attach a legal description of property in addition to the applicable property information requested below. House number Street name Type Direction City Zip code If applicable. ,,,,,,,,,,,,, ,,,,, ,,,,,, Addition name Bloct number Lot number C. PROPERTY BUYER INFORMATION First name MI Last name Company name if applicable Address Address , , , , , , ,—i , , , City State Zip code ' / , , 1 1-1 , , , , _ Phone number D. CERTIFICATION BY SELLER I certify that the information provided on this certificate is accurate and complete to the best of my knowledge. Signature of Seller or Designated Representative of Seiler Date E. CERTIFICATION BY BUYER In the absence of a seller's signature, the buyer, or person authorized to act on behalf of the buyer may sign this well certificate. No signature is required by the buyer if the sailer has signed above. Based on disclosure information provided to me by the seller or other available information, 1 certify that the information provided above is accurate and complete to the best of my knowledge. Signature of Buyer or Designated Representative of Buyer Date F. CONTRACT FOR DEED PROPERTY TRANSFERS DEED ONLY The buyer, or person authorized to act on behalf of the buyer, must sign a Well Disclosure Certificate for all warranty deeds given in fulfillment of a contract for deed. N there are no known wells on the property, check the box below. I certify that I know of no wells on the property described herein: Signature of Buyer or Designated Representative of Buyer Date EXHIBIT "B" MINNESOTA DEPARTMENT OF HEAL1,. COLM WELL DISCLOSURE CERTIFICATE WELL INFORMATION Fill out a separate form for each well located on the property. A. WELL LOCATION County., 1 1 , , , I , , , , , , , , , , , L , I , _, , , , Township name Quarter Quarter Quarter Quarter Section no. Township no. Range no. B. WELL USE INFORMATION 1. , Unique well number (if known). 2. Well depth (feet). 3. , , ,.Year of construction. 4. Well type (see instructions). 5. Permit number if current maintenance permit exists. 6. Well is: ❑ in use (1) ❑ not in use (2) ❑ sealed by licensed well contractor (3) , , , , Year well was sealed. C. SKETCH MAP Please use the space below to sketch the location of the well. Include distances from fixed reference points such as streets and buildings. information provided on this form is classified as public information under Minnesota Statutes, Chapter 13. WELL USE AND LOCATION INFORMATION Provide the following information for EACH WELL BEING DISCLOSED. Use a separate sheet for each well. A. Well Location. Provide the county name, quartile (from the smallest to the largest), section number, township number, and range number. Do not use directional indicators such as N, S, E, or W, for township or range numbers. B. Well Use Information. 1. Minnesota Unique Well Humber. All new wells constructed AFTER January 1, 1975, should have been assigned a Minnesota unique well number by the person constructing the well. If the well was constructed after this date you should have ,the unique well number in your property records. If you are unable to locate your unique well number and the well was constructed AFTER January 1, 1975. contact your well contractor. If you are unable to obtain your unique well number, leave blank. 2. Well Depth. Indicate the approximate depth of the well, to the best of your knowledge. 3. Year of Construction. Provide the approximate year of construction of the well, to the best of your knowledge. 4. Well Type. Use one of the following abbreviations to describe the well type for the current or most recent use of the well. DO Domestic Well. Drinking water well used to supply private household needs. A domestic well may be a drive - point wet , a drilled well, or a dug well. IR Irrigation Well. A nonpotable well used to irrigate agricultural lands. These are typically large diameter wells connectea to a large pressure distribution system. PU Public Water Suoolv Well. A well providing drinking water for at least 15 service connections or 15 living units, or serving at least 25 persons daily for at least 60 days of the year. Wells in this group include wells supplying drinking water for large businesses and restaurants. IN Industrial Well. A nonpotable well used to extract groundwater for any nonpotable industrial purpose. Well uses include air conditioning, cooling, and groundwater thermal exchange. CO Commercial Well. A well providing drinking water for public consumotion but serving less than 25 persons daily for at least 60 days of the year. Includes wells for small businesses. MW Monitorino Well. A well used to measure groundwater levels and water quality. OT, Other Well. Any well which is not included in the above categories. 5. Maintenance Permit Status. Provide the MDH maintenance permit number for this well if one exists. 6. Well Use Status. Indicate the use status of each well. CHECK ONLY 1 BOX. In Use - A well is "in use" if the well is producing sufficient water to meet its intended use and is being operated on a regular basis. Not In Use - A well is "not in use" if the well is Inoperable and not in use, or the well is disconnected from a power supply and is not sealed. Sealed - A well is "sealed" if a licensed contractor has pumped grout material throughout the entire borehole after removal of any obstructions from the well. C. Sketch Map. Complete the sketch map as instructed. NOTE: If a well is inoperable and not in use or disconnected from a power source, it must be SEALED by a licensed well contractor or a well owner must obtain a MAINTENANCE PERMIT from the Minnesota Department of Health and pay an annual maintenance fee of $50. Maintenance permits are not transferrable. If a well is operable and properly maintained, a maintenance permit is not required. If you have any questions, please contact the Minnesota Department of Health, Well Management Unit, at 627-5147 (metropolitan Minneapolis -St. Paul) or 1/800/383-9808 (greater Minnesota). INSTRUCTIONS FOR COMPLETING THE WELL DISCLOSURE CERTIFICATE STATUTORY REQUIREMENTS Minnesota Statutes, section 1031.235, require that a county recorder or registrar of titles may not record a deed or other instrument of conveyance unless the deed or other instrument of conveyance either contains the statement "The Seller certifies that the Seller does not know of any wells on the described real property" or is accompanied by a Well Disclosure Certificate. A seller who fails to disclose the existence of a well at the time of sale and knew of, or had reason to know of, the existence of a well is liable to the buyer for costs relating to the sealing of the well and reasonable attorney fees for collection of costs from the seller, if the action is commenced within six years after the date the buyer closed the purchase of the real property where the well is located. DO YOU NEED TO COMPLETE THE WELL DISCLOSURE CERTIFICATE? I. Are there any wells on the property? 2. Is this,weli disclosure certificate being completed at the closing of a contract for deed property transfer (i.e.. a warranty deed is being recorded)? If you answered yes to either of the above questions. a well disclosure certificate must accompany the property deed at the time of. recording the deed. SPECIAL INSTRUCTIONS FOR CONTRACT FOR DEED PROPERTY TRANSFERS RECORDING OF CONTRACT WELL(S) PRESENT A well disclosure certificate must accompany the contract for deed at the time the contract for deed is recorded with the county recorder. The certificate may be signed by the seller, or a designated representative of the seller in part 'D'; the buyer, or a designated representative of the buyer in part NO WELL PRESENT Well disclosure certificate is not required, see "Statutory Requirements" above. RECORDING OF WARRANTY DEED GIVEN IN FULFILLMENT OF A CONTRACT FOR DEED WELL(S) PRESENT A well disclosure certificate must accompany.the warranty deed. The certificate must be signed by the buyer or designated representative of the buyer. Seller information need not be provided. NO WELL PRESENT A well disclosure certificate must accompany the warranty deed. The certificate must be signed by the buyer. or designated representative of the buyer, with the check box for.no wells present marked in part 'F.' Seller information need not be provided. BUYER, SELLER, AND PROPERTY INFORMATION A. Property Seller Information. Provide the seller last name (or company name, if seller is a company) and the date of closing for this sale. Also provide the total number of wells being disclosed for this property transfer. B. Property Description. Provide the house number, street name. street type (see below), street direction (N,S.E,W,NW,NE. etc.), if applicable; city, and zip code; and. if applicable the addition name, block number. and lot number (for example. White Pine Addition, block 4. lot 12). Also attach a complete legal description of the property. Use the following abbreviations for street type. Street ST Court CT State Highway SH Road RD Avenue AV Circle dI U.S. Highway UH Terrace TE Boulevard BL Trail TR Parkway PK Way WA Lane LA County Road CR Place PL C. Property Buyer Information. Be sure to include a complete mailing address. If the property buyer is a company, provide complete company information in this section. If the property is jointly owned, provide the name of a contact person. D. and E. Certification. The well disclosure certificate may be signed by either the buyer (or designated representative of the buyer) or the seller (or designated representative of the seller). F. Contract for Deed Certification. See special instructions above. SOIL ENGINEERING SERVICES,.INC 6800 S. COUNTY RD 18 MINNEAPOLIS, MINN. • PHONE 941-560, March 17, 1970 MAILING ADDRESS P.O. BOX 35108 Lutheran Church of Our Living Christ MPLS, MINN, 55435 Box 212 Chanhassen, Minnesota 55317 c/o Mr. Harold Lund Re: 70-54 SOIL BORINGS & PERCOLATION TESTS Proposed Church Part of Gov't. Lot 1, Sect. 14 & Part of Gov't. Lot 1, Sect. 13 Chanhassen, Minnesota Gentlemen: As requested, two penetration test borings, a power auger boring, and two percolation tests have been taken to assist in evaluating foundation conditions for the proposed church and soil and water conditions for the proposed temporary sanitary system to serve this church. The borings were taken at the.locations shown on the attached sketch, which was taken from the Certificate of Survey provided for our use. The boring and test locations were referenced to the inplace property corners. Surface elevations were referenced to an assumed bench mark, the top of the roadway curbing on the southeast corner of the bridge on T.H. 59 elevation assumed equal 100.0. The borings were taken with a truck -mounted core and auger drill, equipped with hollow -stem augers. In the penetration test borings the samples were taken thru the hollow -stem augers with the standard 2-inch OD split sampler driven by a 140-pound hammer falling 30 inches. Blows per foot of penetration (BPF), which are an index of the bearing capacity of the soils, were recorded. In the soil conditions encountered on this site, the use of the hollow -stem augers eliminated the driving of casing and the use of jetting water. Penetration test borings are indicated by the prefix "ST". OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. AND THEIR COMMUNICATION TO ANY OTHERS, OR PUBLICATION OF STATEMENTS, CONCLUSIONS, OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED, PENDING OUR WRITTEN APPROVAL. BORINGS • TESTS • INSPECTION • ANALYSIS • REPORTS • RECOMMENDATIONS 70-54 -2- 3/17/70 Lutheran Church of Our Living Christ The power auger boring was also taken with the truck -mounted core and auger drill. However, the standard penetration sampling was not utilized and soils were classified from the materials returned by the auger. The power auger boring is indicated by the prefix "B". Percolation tests, indicated by the prefix "P", were conducted in 6-inch diameter holes drilled to a depth of 36 inches in accordance with procedures normally used on lots being submitted for Village of Chanhassen approval. In accordance with standard procedures, the holes were permitted to soak overnight. The borings were taken on March 10, 1970. Soils encountered in the borings were visually classified in accordance with the U.S. Bureau of Chemistry and Soils Classification System. A copy of that chart is attached. Some samples will be retained in this office for a period of 60 days to be available for examination. RESULTS Logs of soils encountered, penetration resistances where recorded, and water level observations are shown on the attached LOG OF BORING sheets. The penetration test borings encountered 0.5 to 2 feet of organic loam topsoil at the surface. The topsoils were underlain by a clay loam to sandy clay loam to the termination depth of 20 feet in boring ST-1 and by sandy clay loams with a stratum of silt loam to silty clay loam in boring ST-2. Penetration resistances ranged from a minimum of 15 BPF to a maximum of 21 BPF indicating that these materials were very stiff to stiff in consistency. Water was not encountered in probing either of these borings immediately after their completion or prior to leaving the site. In boring B-3 the topsoil extended to the 2 foot depth and was underlain by sandy clay loam from the 2 foot depth to the 17 foot depth and a clay loam from the 17 foot depth to the termination depth of 30 feet. Water was not encountered in probing the boring immediately after completion but was down 17' when rechecked one day later. Percolation tests indicated soil absorptivities, in minutes per inch(mpi), as follows: Test No. Surface Elevation Soil at Test Depth Rate, mpi P-1 58.8 Sandy Clay Loam 60 P-2 64.6 Sandy Clay Loam 30 SOIL ENGINEERING SERVICES, INC. _ `L 70-54 -3- 3/17/70 Lutheran Church of Our Living Christ The average of these two absorptivity rates is then about 45 mpi. RECOMMENDATIONS At the time of this report, the building location had been staked in the field. Building elevations and footing loadings were not indicated. The following recommendations will then, of necessity, be of a rather general nature. The results of the penetration test borings indicate that the soils below the topsoils would easily be adequate for the light to moderate footing loadings which would be anticipated for this type of structure. Based on the results of these two borings, a maximum allowable soil bearing pressure of 4000 pounds per square foot (psf) is recommended for the footing design. It is likely that this high bearing capacity would not be utilized, unless here are high walls of brick or stone construction. If footing loadings in excess of 2000 psf are used in the design it is recommended that a Soils Engineer inspect the footing trenches to verify that the soil conditions encountered in the borings are typical of the entire building site. Topsoils should be removed from the building area and any fill which is placed within the building to support the floor slab should be compacted to a minimum of 90 percent of modified Proctor density. If the design of the structure is such that it is economically feasible to place portions of the footings on fill and portions on the natural soils, it is recommended that the topsoils be stripped and that the fill materials be compacted to a minimum of 95 percent of modified Proctor density. A number of compaction tests are recommended to verify this density. An allowable soil bearing pressure of 3000 psf is then recommended for the design of all footings. This lower soil bearing pressure is necessary to avoid differential settlement between footings placed on natural soils and those placed on fill. The percolation rates recorded in the tests reflect the high density of these cohesive materials. It is recommended that the absorption area for the sanitary system be a drainfield and that this drain - field be designed on the average of the two percolation rates. It is suggested that Minnesota Department of Health and Village of Chanhassen regulations be utilized in the design of this system. SOIL ENGINEERING SERVICES. INC. s70-54 -4- 3/17/70 Lutheran Church of Our Living Christ Of necessity, the area of the borings and tests in relation to the area of the site, and the depth of the borings, are limited. Suggestions and/or recommendations of this report are opinions based upon the data obtained from the borings. If we can be of further assistance in evaluating these data, inspecting the footing excavations, or taking compaction tests, kindly contact us at your convenience. Very truly yours, SOIL ENGINEERING SERVICES, INC. G. Kruse P.E. Soils Engineer Braun, P.E. WT)s Engineer JSB/CGK:mp Enclosures SOIL ENGINEERING SERVICES, INC. 70-54 SKETCH SHOWING LOCATION OF PENETRATION TEST BORINGS, POWER AUGER BORINGS AND PERCOLATION TESTS 330I0' I � Gov't. Lot 1 Sect. 14 � I o CDf o M � � M M M P-4 B-3. 00 P-5 ST-1 Gov't. Lot 1 Sect. 13 ST-2 -o Ln Ln -sect. Sect. 1, TSect. 1: r r i i� --centerline of T.N. 5 I /r / Location of Penetratic Test Borings t` / Location of Power Auger Borings O Location of Percolatio Tests Scale: 1" = 100' SOIL ENGINEERING SERVICES, INC, LO C OF BORING PROJECT: 70 - 54 ST-1 Lutheran Church of Our Living LOCATION: Christ Chanhassen, Minnesota DATE:3 10/70 SCALE:1"=3' Tests or Notes Elev. Depth Description of Materials BPF 95.1 0' Topsoil, Organic Loam, black, frozen to moist 93..1 2' Clay Loam to Sandy Clay Loam, 15 with a little Fine Gravel, brown, moist (stiff to very stiff) 15 16 18 18 75.1 20' 17 )oring immediately after Water net encountered in probing completion or when rechecked 21,, hours liter. Surface elevations referenced to op of curbing on SE corner of bridge on T.H. 5, eleva ion a sumed = 100.0 SOIL ENGINEERING SERVICES, INC. LOG OF BORING PROJECT: 7 0 - 5 4 BORINGa ST-2 LOCATION: Lutheran Church of Our Living Christ Chanhassen, Minnesota DATE: 3 10 70 SCA LE:1"= 3' Tests or Notes Elev. Depth Description of Materials BPF 76.2 0' 75.7 0.5' Topsoil Organic Loam, hlack, frozen Sandy Clay Loam, with some Fine Gravel, dark brown to brown, moist 19 (very stiff) 72.7 3.5' Silt Loam to Silty Clay Loam, brown, dry _ (very stiff) 68.2 8' Sandy Clay Loam, 17 with a little Fine Gravel, brown mottled with reddish brown, moist 18 (very stiff) 62.2 14' Sandy Clay Loam, with trace of Fine Gravel, 21 grey mottled with brown, moist (very stiff) 56.2 20' Water not encountered in probing immediately after 18 )oring completion iDIL ENGINEERING SERVICES, INC. `BOG OF TEST BORINGS _ - PROJECT #: 70 - 5 4 DESCRIPTION: Lutheran Church of Our Living Christ Chanhassen, Minnesota VERTICAL SCALE: 1"= 4' DEPTH BPF DEP 01 SURFACE ELEVATION: 5 5. 2 01 Topsoil, Loam, black, frozen to moist 21 Sandy Clay Loam, with a little Fine Gravel, brown, moist 1711 (Water Level Clay Loam, with trace of Fine Gravel, grey. moist 30' - - Water not encountered in probing boring immediately after completion but down 17' when rechecked 1 day later, mum SOIL ENGINEERING SERVICES INC. TOO q- 0 o 0 v �Y s 4 o 4v 6o �o ANDY cZ o C LAY SANDY CLAY o \LOAM, / 0 100 90 CLAY CLAY LOAM WlWVAdWVAft 80 � V 70 s, T� 60 p 90 3o°ti SI / \A LT 40 �,� CLAY L' 30�y� SILTY CLAY LOA M 20 G\ E o° L4C\S N Y LOAM LOAM io O CO h0 bO AO 00 DO SILT -SIZE FRACTION IN PER CENT SOILS TEXTURAL CLASSIFICATIOO., CHART ADAPTED FROM U.S. BUREAU OF CHEMISTRY AND SOILS SIZES OF SOIL SEPARATES FRACTION PARTICLE DIAMETER SAND----------- FROM 2.0 TO 0.074 MM. S I L T --- ------ FROM 0.074 TO 0.005 IVM. CLAD' --------LESS THAN %. _:,:y MI!.