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79-02 - Baltic Corporation SPR pt 3­r2-al'Z City of Chanhassen CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR A REZONING REQUEST AND SITE PLAN REVIEW FOR BALTIC COMPANIES CHANHASSEN, MINNESOTA NOTICE HEREBY GIVEN that the Planning Commissir :he City of Chanhassen, Minnesota, will meet at 6... m. on Wednesday, the 25th day of April, 1979, at th4 .ty Hall, 7610 Laredo Drive, for the purpose of holding a public hearing to consider the site plan, and rezoning from R-1 to P-2 on the following described tract of land: "Lots 1 and 2, Minnewashta Park Addition" All interested persons may appear and be heard at said time and place.A plan showing said rezoning request and development plan is available for in- spection at City Hall. BY ORDER OF THE PLANNING COMMISSION Bob Walbel, Asst. Manager/ Planner Dated: April le, 1979 i Pub. in the Carver County Herald on April 11,1979) Affidavit of Publication Sate of Minnesota ) ss. County of Carver ) Stan Ro 1 f sru d , being duly sworn, on oath says he is and during all the time herein stated has been the publisher and printer of the newspaper known as Carver County Herald and has full knowledge of the facts herein stated as follows: (1) Said newspaper is printed in the English language in newspaper format and in column and sheet form equivalent in printed space to at least 900 square inches. (2) Said newspaper is a weekly and is distributed at least once a week. (3) Said news paper has 50% of its news columns devoted to news of local interest to the community which it purports to serve and does not wholly duplicate any other publication and is not made up entirely of patents, plate matter and advertisements. (4) Said newspaper is circulated in and near the municipality which it purports to serve, has at least 500 copies regularly delivered to paying subscribers, has an average of at least 75% of its total circulation currently paid or no more them three months in arrears and has entry as second-class matter in its local pad,office. (5) Said newspaper purports to serve the City of Chaska in the County of Carver and it has its known office of issue in the City of Chaska in said county, established and open during its regular business hours for the gathering of news, sale of advertisements and sale of subscriptions and maintained by the managing officer of said newspaper, persons in its employ and subject to his direction and control during all such regular business hours and at which said newspaper is printed. (9) Said newspaper files a copy of each issue immediately with the State Historical Society. (7) Said newspaper has complied with all the foregoing conditions for at least one year preceding the day or dates of publication mentioned below. (9) Said newspaper has filed with the Secretary of State of Minnesota prior to January 1, 1989 and each January 1 thereafter an affidavit in the form prescribed by the Secretary of State and signed by the managing officer of said newspaper and sworn to before a notary public stating that the newspaper is a legal newspaper. He further states on oath that the printed He a r i i L hereto attached as a part hereof was cut from the columns of said newspaper, and was printed and published therein in the English language, once each week, for one successive weeks; that it was first so published onWed • the l lth day of April 1a and was thereafter printed and published on every to and including the day of 19— and that the following is a printed copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the size and kind of type used in the composition and publication of said notice, to wit: abc defghi jklmnopgrstuvwayz Subscribed and sworn to before me day of 19 (Notarial Seal) IX , ,~,MI,M x LORRAME LANO NOTARY FUELIC-h11NNESATA Is CARVER COUNTY My Commission Expires June 29, 1982 NwwV✓.%AI,VVVVVV\,VVVVV4tivwVIVV\W,r c�" Notary public, JtO_� „� County, Minnesota My Commission Expires 19�� co 'm m l< m o a (" c Q n CD 0 U w m T co rr m 0 0 O n C 00 r n D _I O Z R RHL 7/17/79 Q� CITY OF CHANHASSEN Ii NON -CONFORMING USE PERMIT e w, THIS AGREEMENT, Made and entered into this /9t' day of J 1979, by and between the City of Chanhassen, a 'Minne ota municipal corporation ("City"), George A. Cermak and �� Constance Cermak, his wife,; and Ladislav A. Cermak and Marie Anne sCermak, his wife, ("Cermak"'), fee owners; Hary T. Kreslins, contract purchaser, and Doris Jeanne Kreslins, his wife ("Kreslins") ; and The Baltic Corporation, a Minnesota corporation, lessee err p ("Baltic"), hereinafter referred to collectively as the "Parties": WITNESSETH, That the City and the other parties herein named, in consideration of the mutual covenants herein contained, hereto recite and agree as follows: SECTION 1. RECITALS. 1.01. Authority. This agreement is entered into by the City pur- suant to its powers granted by Chapters 412 and 462 of Minnesota Sta- tutes and the Chanhassen Zoning Ordinance. 1.02. Property Description. The real property ("Premises") which is the subject of this agreement is located within that portion of the City which lies within Carver County, and is legally described as follows: Lots 1 and 2, Minnewashta Park Addition. 1.03. Property Interests. The premises are owned in fee by George A. Cermak and Ladislav A. Cermak, and are subject to a contract for deed dated February 22, 1979, whereby Hary T. Kreslins is the contract for deed vendee and purchaser of the premises. The Baltic Corporation is the lessee and occupant of said premises. 1.04. Use and Zoning. The premises have been owned and used since 1963 by Cermak for the sale of nursery stork and implements and supplies customary to a. retail nursery business under a commercial dis- trict zoning by the Chanhassen Town Board in October, 1963. In March, 1972, the premises were rezoned by the City to an R-1, Single Family Residence District under the present Chanhassen Zoning Ordinance. By reason of said rezoning, the use of said premises as a nursery became a TI�,N1,,non-conforming use subject to the restrictions applicable to non -conformer ,may\uses under 520 of said Zoning Ordinance. 1.05. Application for Use. Baltic and Kreslins have made applica- tion to the City for permission to use said premises and the principal structure located thereon as the business office for Baltic,. and have ��V represented to the City that the principal business activity of Baltic is in finance and insurance. In furtherance of said application, �) Kreslins and Baltic have filed with the City certain plans and specifi- cations as revised May 25, 1979, prepared by Roberts Architects, and entitled "The Baltic Company Office Building, Chanhassen, Minnesota." an Said plans and specifications are hereby incorporated herein by refe- rence, are hereby made a part of this agreement, a•nd are designated as follows: Exhibit A - Site Plan/Landscape Plan Exhibit B - Floor Plan Exhibit C - Exterior Elevations Kreslins and Baltic have applied to the City for a permit to remodel the principal structure on said premises in strict conformity with said floor plan (Exhibit B) and said exterior elevations ..?an (Exhibit C) and to landscape the premises in strict conformity with the said site plan/landscape plan (Exhibit A). 1.06. Litigation. Prior to the acquisition of said premises by Kreslins, the City had instituted litigation in Carver County District Court against Cermak and others (City of Chanhassen vs. Ladislav A. Cermak and George Cermak, Carver County District Court File No. 16283) alleging violations of §20, Non -Conforming Uses, of the Chanhassen Zoning Ordinance, including illegal expansion of a non -conforming use and the maintenance of a public nuisance on said premises, and seeking injunctive relief against the defendants therein. Said litigation remains pending in Carver County District Court and the complaint in said action is incorporated herein for reference purposes. 1.07. Representations. Kreslins and Baltic have represented to the City Council and the Chanhassen Planning Commission that the proposed use of said premises (as the business office of Baltic) will constitute a less intensive use of said premises, that the physical use of the premises shall be lessened, that no structural alterations nor enlargement of the principal structure on the premises shall be made, and that the site plan/landscaping plan, floor plan, and exterior elevations of the premises and principal structure shall be completed in strict conformity with Exhibits A,B, and C. 1.08. City Council and Planning Commission Consideration. The proposal of Kreslins and Baltic for use of.the premises(as the <business office of Baltic as duly heard and considered by the City Planning Commission at a ublic hearing held on April 25, 1979, and by the City Council at public Council meetings on May 21, 1979, June 18, 1979, and July 2, 1979. SECTION 2. FINDINGS. 2.01. Findings of City Council. The City Council, after due con- sideration of all matters relevant to the proposed use of said pre- mises by Kreslins and Baltic, finds as follows: 1. That the proposed use of said premises as represented by Kreslins and Baltic will constitute a less intensive and more restrictive use of said premises than hereto- fore existed. - 2- 2. That the physical use of the premises will be lessened. 3. That no structural alterations nor enlargement of the principal structure on said premises will be made. 4. That the proposed alterations of the principal structure a-s shown on Exhibits A and B constitute incidental alterations of the principal structure and do not extend, enlarge or intensify the non -conforming use. S. That the less intensive and more rtrictive non- conforming use of said premises byGreslins and Baltic) does not violate the spirit and intent of the Chanhassen Zoning Ordinance. SECTION 3. PERMIT AND CONDITIONS. In consideration of the representations of Kreslins and Baltic, the City hereby grants to Kreslins and Baltic a non -conforming use permit to use said premises and its principal structure as the business office of Baltic, subject to the following terms and conditions, all of which shall be strictly complied with and adhered to as being necessary and essential for the protection of the public interest: 1. The site shall be rehabilitated and cleared of all nursery accessory buildings and structures, above ground fuel tank, tractors, vans, trucks, camper tops, tractor bodies, pallets, steel piping, nursery materials, timbers, machines, vehicles, junk and debris; and shall be improved and landscaped in accordance with the site plan/landscape plan designated as Exhibit A herein, except that the existing garden structure shown on said plan shall be removed and the driveway shall remain in its present location. The said site improvement and landscaping shall be completed and installed by November 1, 1979. a) In addition to the installation of the landscaping set forth on Exhibit A herein, Kreslins and Baltic shall install and properly maintain, replacing as necessary, plantings along the south property lines of the premises to screen the premises as effectively as possible from the view of residen- tial sites and street traffic lying southerly of the premises. All such plantings shall be as recommended by the City Forester and approved by the Council. Said plantings may be placed within the street right-of-way with the approval of the City Street Maintenance Department. 2. The incidental alterations to the principal structure shall be made strictly in accordance with the floor plan designated as Exhibit B herein and shall be completed and installed by November 1, 1979. The presently existing canopy on the front of the principal structure and the lean-to structure at the rear thereof shall be removed as a part of the permitted incidental alterations. -3- Y . The exterior of the principal strz.tu.rr� shall be cosmetically renovated in accordance with the extcr.ior elevations plan designated as Exhibit C herein, and shall be completed and installed by November, 1979. Exterior lighting of the premises and all signs thereon shall be as approved by the City Council. 5. Enlargement of the principal structure on said premises shall not be permitted. 6. The principal structure and all site improvements on said premises shall be maintained in a good state of repair, and all landscaping on said premises shall be pr-.-,erly maintained and replaced as necessary. 7. ��z ;_*, Motor vehicle parking upon said premises at any one time shall be limited to 13 private passenger vehicles, which , shall include employee parking, and two parking spaces for the handicapped. Private passenger vehicles may include vans and pickup trucks used for non-commercial purposes. All parking shall be limited to the spaces designated. Except for trucks furnishing essential services to the premises, the parking of commercially licensed vehicles and r''recreational vehicles shall be prohibited. 8. rr The driveway and parking area shall be constructed with bituminous curb and gutter and bituminous surfacing, the specifications for which shall be as directed by the City Engineer. 9. All roof mounted or exterior mechanical equipment serving the principal structure shall be screened with materials similar in appearance to the exterior materials indicated in Exhibit C herein. 10. All work performed and materials furnished to said premises or the principal structure located thereon shall meet or exceed all City ordinances, regulations and standards. 11. All storage shall be confined within the existing structure. 12. The principal structure on said premises shall be connected to sanitary sewer and municipal water systems of the City' prior to occupancy of the principal structure. 13. For the purpose of assuring to the City that the site and landscaping improvements to be carried out by Kreslins and Baltic are installed and furnished as set forth herein, Kreslins and Baltic shall furnish to the City either a cash deposit, a corporate surety bond approved by the City attorney and naming the City as obligee thereunder, or an irrevocable letter of credit approved by the City, an amount equal to 110% of the costs of said improvements as computed by the City Engineers. -4- 15. 16. It is intended that the premises :;ha:_:?. be used by Kreslins and Baltic solely as the business office of Baltic, for its finance and insurance operations, which use shall not involve retail traffic on said premises. No part of the premises shall be leased to other persons, firms or corporations, without the prior written consent of the City) For the purpose of insuring compliance with its terms, the within permit shall be reviewed by the City Council at the first regular Council meeting following the first anniversary date of the permit. The establishment, maintenance and operation of `he proposed use shall not be detrimental to or endanger the p:_b lic health, safety, or general welfare. 17. The use shall not be injurious to the use and enjoyment of other property, and shall not operate to diminish or impair property values within the immediate vicinity. 18. No vested right or interest under the Chanhassen Zoning Ordinance or this agreement is granted to Cermak, Kreslins, or Baltic to use said premises in a manner other than asset forth herein; and the City reserves the right to revoke for cause the within non -conforming use permit for any violation thereof upon fifteen (15) days' mailed notice of hearing given to Cermak, Kreslins, and Baltic. 19. Unless terminated by the provisions of §3(18) above or by §20.03, Restoration, of the Chanhassen Zoning Ordinance, this permit and the non -conforming use granted hereby shall terminate on February 28, 2002, on which date the use of the premises shall conform in all respects to the then existing zoning in force with respect to said premises. 20. Forthwith, upon invoicing therefor, Kreslins and Baltic shall reimburse the City for all costs, including reasonable engineering, legal, planning and administrative expenses, incurred by the City in connection with all matters relating to the preparation of this permit; the administration and enforcement of the within agreement, and the performance thereof by Kreslins and Baltic; said costs to be.inclusive of all reasonable City legal expense and suit costs incurred by the City in the defense of the within permit in any litigation instituted by third persons. The City is hereby given the right to specially assess said costs as a lien against the premises, collectible alongwith the general ad valorem taxes payable thereon. 21. Upon execution of this agreement by all parties, the City shall dismiss without prejudice the pending litigation against Cermak. 22. This agreement shall be binding upon the parties hereto, and their respective heirs, personal representatives, successors and assigns. -5- 23. For the purpose of giving any notice hereunder, and unless otherwise provided by the respective parties, all notices and communications to any of them shall be addressed as follows: To the City: '%j City of Chanhassen 7610 Laredo Drive Chanhassen, MN 55317 Attn: City Manager To Cermak: George A. Cermak ro.y E x c A S/o4 /i'1�✓ .5533/ To Kreslins: Hary T. Kreslins To Baltic: The Baltic Corporation IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed the day and year herei.aabove set forth. CITY OF CHAi�QASSENr--.. \ Marie Anne Cermak THE BALTIC CORPORATION Ladislav A. Cermak (� 4 OF MINNESOTA ss. OF CARVER RHL 7/16/79 On this /0 day of 1979, before me, a notary public within and for said county, personally appeared Walter Hobbs and Donald W. Ashworth, to me personally known, who, being by me duly sworn, did say -that they are respectively the Mayor and City Manager of the City.of Chanhassen named in the foregoing instrument, and that said instrument was signed and sealed in behalf of said corporation by author- ity of its City Council, and said Walter Ilobbs and Donald W- Ashworth acknowledged said instrument to be the free act and deed of paid corporation. Not6ky Public -------------- STATE OF MINNESOTA ) :««��;;KAREN J. ENGELHARDT ) ss. __! NOTARY PUBLIC - MINNES TTA COUNTY OF aa�� 1 CARVER COUNTY 'M .L My Commission Eapirs G c. 11, 1985 On this 77/ day of __,/GcCcfF 1979, before me, a notary public within and for said county, personally appeared and to me personally known, who, be ng by me my sworn, did say�that they are respectively the ;� / /'�'e iekr.� and the ;� F >.�,��,,� of The Baltic Corporation, the corporation name in.the foregoing instrument, and that said instrument was signed and sealed in behalf of said corporation by authority of it� Board of Directors, and said /�;,,� and acknowledged said instrument to be the free act and deed of said —T - corporation. STATE OF MINNESOTA ss. COUNTY OF ��ION EXPIPE.S DEC, I On this �j T`� day of _,%u lc,, , 1979, before me, a notary public withi.� nd for said county, personally appeared Hary T. Kreslins and %�> sJi�fc Kreslins, husband and wife, to me known to be the persons described in and who executed the foregoing instrumen and acknowledged that they executed the same as th�pir_Lxee act and deed A. • . _— � N u NiY MY -COMMISSION F_XPIRES DEC. 16, 19$2 -7- .3 )F MINNESOTA ) COUNTY OF ) ss. On this 4! dday of CtL tiles , 1979, before me, a notary public within and for said county, ersonally appeared George A. Cermak and Constance Cermak, husband and wife, to me known to be the persons described in and who executed the foregoing instrument and acknowledged that they executed the same as their free act and deed. J ' A A; ��l Notary Public H. L. NEHLS, JR. ' STATE OF MINNESOTA ) '+. NOTARY PUBLIC — MINNESOTA }j HENNEPIN :."Ufv i `r n s s . My Commission Expires Jan. 24, 1985 COUNTY OF ) nyvrygtp��rtivo �Wl VVvVVV7VVvSVyvr4W7VS°X On this day of 1979, before me, a notary public within and for said abunty, personally appeared Ladislav A. Cermak and Marie Anne Cermak, husband and wife, to me known to be the persons described in and who executed the foregoing instrument and acknowledged that they executed the same as their f_r act and deed. v = ✓ � - r LI-1Iw �- otary Public ►a4a�aa sAaAaLWALai",WAAAAAAx F H. L. NEHLS JR. NOTARY oUSiiG — ?vtl! 0T G er My Commission Expires tan. 24, 1985 > iros�rosve�'nsv � K!'6 w v v G Vm'V �/mW''0'a V r'd'Y`?fin% s+C TABLE 2 SEEDING PERMANENT VEGETATION FOR WELL DRAINED, MEDIUM TEXTURED SOILS Brief Description of Soils Moderately deep to deep, moderate to well drained, medium textured soils with good moisture supplying capacity for plant growth. Steep slopes have a severe erosion hazard and are difficult to seed and maintain. Heavy use Areas (Athletic fields Play- grounds) Kentucky bluegrass 60% Creeping Red fescue 40% 3 Ibs/1000 sq. ft. Creeping Red fescue 40% Kentucky bluegrass 60% 6 lbs/1000 sq. ft. \1 'Suitable mixtures and suggested seeding rates for W Park -like Light use -Large Excessively Critical Area Areas (Parks, open areas -Golf used Areas Stabilization Lawns, Blvds.) I course roughs. I (campgrounds) (Usually not FULL Kentucky bluegrass . 60% Creeping Red fescue 40% 21 bs11000 sq. ft. PARTI, Kentucky bluegrass 30 % Creeping Red fescue 70% 21 bs/1000 sq. ft. SUNSHINE Kentucky bluegrass 60% Creeping Red fescue 40% 1-21b/1000 sq. ft. Bromegrass 20 Ibs/acre tromegrass . 121bslacre Tall Fescue 8 Ibslacre Switchgrass 1 lb/acre Big Bluestem 3 Ibslacre Indiangrass 1 lb/acre kL SHADE Kentucky bluegrass 30% Creeping Red fescue 70% 1-21b/1000 sq. ft. tsromegrass 10 Ibs/acre Tall Fescue 6-8 Ibs/1000 sq. ft. (Tall grass) or Creeping Red fescue 40% Hard fescue 40% Kentucky bluegrass 20% 3lbs/1000 sq. ft. Creeping Red fescue 40% Kentucky bluegrass 60% 8 lbs/1000 sq. ft. mowed) Remarks Bromegrass 30 Ibs/acre Bromegrass 15 Ibs/acre Kentucky bluegrass 10 Ibs/acre Bromegrass 20 Ibslacre Alfalfa 5 lbs/acre - Birdsfoot Trefoil 10lbs/acre Bluegrass 401 bs/acre Crownvetch 20 lbs/acre Bromegrass 101 bs/acre Crownvetch . 20 Ibs/acre Creeping Red fescue 20lbs/acre Crownvetch 20 Ibslacre Bromegrass 10 lbs/acre `Add 5 Ibs Birdsfoot Trefoil if seepy areas are present 'All seeding rates shown are based on the assumption that seed is broadcast on the surface and area is harrowed or raked to lightly cover the seed. When grass drill is used, seeding rate may be reduced 30%. 41 'l MULCHING CRITICAL AREAS FOR EEtOSION CONTROL Where to Use Mulch 1. On newly constructed earth fills. 2. Steep slopes of borrow areas. 3. Grass waterways and terrace out- lets. 4. Urban developments. 5. Diversions, channel sideslopes. 6. Any particularly erosive site or critical area. When to Apply Mulch 1. As soon as possible after seeding is completed. 2. When construction is not completed early enough to permit seeding, a mulch should be applied to control erosion. The following season the mulch will be disked into the seedbed and be remulched after seeding. Material to Use for Mulch There are numerous commercially prepared materials in blankets,nets or bulk form that are available. However, for larger areas it is generally most feasible to use such material as unchopped hay, straw or a long fibered wood cellulose. How to Apply Apply a uniform layer at the rate of: /O p 4,0O0 lbs. per acre or al lbs. per 1,000 sq. ft. hay or straw or 3,000 lbs. per acre or 3� s. per 1,000 sq. ft. wood cellulose. 7 Small areas may be spread by hand. Larger areas are more practically treated with,a hydromulcher, or on level land a regular manure spreader may do an adequate job of spreading hay or straw. May, 1971 UNITED STATES DEPARTMENT OF AGRICULTURE JS-602 (Revised) SOIL CONSERVATION SERVICE ST. PAUL, MINNESOTA i i i Mulching Critical Areas for Erosion Control 2 Anchoring the Mulch To keep the mulch in place it must be anchored. The most effective method of anchoring is to punch it into the soil to a depth of 3-4 inches. A weighted .disk set nearly straight will normally do a satisfactory job. However, specifically designed equipment is available. I Other methods of anchorage are: 1. Mulch net--to-be placed over the mulch and pinned down. 2. Asphalt or.other emulsions --to be sprayed over the mulch to tack it down. . 3. Coarse burlap --may also be� used on small areas and pinned in.place. When burlap is.used no other.mulch is needed. washes and gullies shall be filled to conform to the desired cross section before actual seedbed preparation is begun. At this stage of the operation, the required fertilizer and lime shall be applied` uniformly and incorporated into the top 3 inches of the soil with suitable tillage equipment. In special areas the seedbed prepara- tion shall be as shown on the drawings or as specified in Section 9. The Contractor shall suspend operations when the soil is too wet or too dry. 7. SOWING THE SEED Unless otherwise specified, the seeding operation shall be performed immediately after preparation of the seedbed. The seed shall be drilled or broadcast with approved types of equipment that will insure uniform distribution of the seed. 8. MULCHING The required mulching shall be performed as soon as possible after seeding unless otherwise specified. The mulch shall be applied uniformly over the area. The type, rate, and methods of anchoring shall be as specified on the drawings or in Section 9. 1 —y e t , �. G � S" ��c"f� t &C� et" 1�+ ',50s( i For Is- CL U` 4 c,. �,� ��,-d..'�' (�,r-�� / tc��% �Ct F— .� S • G `F G t � +rt 't't z3ca. r .�i !/'t�-u1 (MN-203-2) SCS-Minnesota 2-21-74 CONSTRUCTION SPECIFICATION 1. SCOPE The work shall consist of furnishing all labor, equipment, -and materials for seeding a. permanent grass mixture on the areas shown on the drawings or described in Section 9. 2. GENERAL The seeding and related operations shall be performed at such times as designated in Section 9 of this specification. 3• M ME The limestone, where required, shall be standard agricultural ground limestone with a moisture content not in excess of 10 percent.' The rate of application shall be as specified on the drawings or in Section 9. 4. FERTILIZER The fertilizer, where required, shall be a regular commercial fertilizer (including liquid form) meeting the requirements of the applicable.state laws, and shall be in such physical condition to insure uniform application -over the area to be fertilized. Rates of application per acre shall be as specified on the drawings or in Section"". Organic fertilizers may be ' used when specifically p gl.ly authorized in Section 9. 5• SEED The seed shall be delivered to the site in tagged and labeled bags to show the percentage of purity and germination. The seed shall have been tested within six months prior to the date of seeding and.shall conform to the latest seed laws of the United States and of the state. Species, the source of production if native grasses are used, and rates of seeding shall be as specified on the drawings or in Section 9. 6. PREPARATION OF SEEDBED The entire area to be seeded shall be reasonably smooth and all (MN-203-1) SCS-Minnesota 2-21-74 A Critical Area Planting Urban areas; earth fills, borrow areas, diversions, and waterways Ground exposed during urban development or in areas such as earth fills, borrow areas or stockpiles should be pro- tected from wind or water erosion with mulch and vege- tation. The procedure outlined here has proved to be helpful in growing dense, tough sod. - _ fir• -` � . - �.. a �, ESTABLISHING PERENNIAL VEGETATIVE COVER 1. Carry out.the seedbed preparation and complete the seeding as soon as possible. Any delay increases the chances of erosion damage. When grading and shaping is completed after , apply a protective mulch and delay the seeding until the following spring. 2. Prepare a seedbed. Use ordinary tillage methods where slopes are not excessive. On steep side slopes,.tillage equipment, such as a disk or a section of a spike tooth harrow, may need to be pulled on an extended chain or cable while the power unit operates on a more level area at the top of the slope. Tillage should be to a depth of three or four inches. 3. Steep slopes may prevent the operation of the regular farm equipment used for fertilizing and seeding. On such areas a cyclone seeder can be used or it may be spread by hand. Mixing the grass with a carrier such as sawdust will give a more even distribution and make seeding easier than if seeded alone. 4. An application of fertilizer is normally needed except when warm season native grasses are used in the seeding mixture. Barnyard manure may be used; however, it must be thoroughly incorporated into the soil. Chemical fertilizer applied should be incorporated into the top four inches of soil during seedbed preparation. Recommended fertilizer: Nitrogen 1610 lbs. per a (2,r p Phosphorus _<--Q -lbs. per X) Potash t- .� lbs . per � 1 FEB., 1976 UNITED ,STATES DEPARTMEDTT OF AGRICULTURE is-615 SOIL CONSERVATION SERVICE ST. PAUL, MINNNESOTA 5. Recommended seed mixture: Kind of Grass Seeding Rate (Pure Live Seed) S L^F TA 3 L C 'lbs. per A T- 7-A<{ 1-1 lbs. per lbs. per —lbs. per lbs. per lbs. per 6. Mulching. A surface mulch of straw or hay or strawy manure will provide protection against erosion damage until the grass becomes established.. P"ature hay which contains seed is.also an excellent rrralch material. Anchor the mulch into the soil with a weighted .disk or secure with mulchnet or tack down with asphalt. See Job Sheet 602 for more information on mulching. 7. Restrict mowing until after a good sod is established. 8. Maintain the vegetative cover by applying fertilizer as recommended. Fertilizer recommendations: Q -lbs. per eke t- -P Nitrogen 4 � ;'� "� �"� � `; O lbs. per t r Phosphorus f r 0-C-VIC S n lbs . per �.. Potash TEMPORARY COVER Work up a seedbed and fertilize the same as above." Plant one of the following temporary forage mixtures: Annual ryegrass - 30 lb/acre (0.75 lb/1,000 sq. ft.) White clover - 5 lb/acre (0.15 lb/1,000 sq. ft.) OR Oats - 100 lb/acre (2.5 lb/1,000 sq. ft.) Temporary cover should be replaced with perennial cover as soon as possible. Disk or mow the cover short and prepare a firm seedbed with a minimum dis- turbance of the temporary cover. NOTE: Forty is the factor to use in converting pounds per acre to approxi- mate pounds per 1,000 square feet. Example: 100 lbs. per acre = 100 = 40 - 2.5 lbs. per 1,000 square feet (approximately). a CRITICAL AREA STABILIZATION WITH SOD Problem Area I Gradedareas which may be subject tc erosion where_ an immediate vegetative cover is desired. Limitations - Sod may be placed nearly any time of the year as long as moisture requirements are met and the ground is not frozen. Droughty sandy slopes should not be sodded unless regular irrigation will be provided. Sod will not provide erosion control or prevent soil slippage. on slopes that are not stable. Sod Specifications 1. Cultivated sod is preferred over native or pasture sod. 2. Sod should be free of weeds and undesirable coarse weedy grasses. 3. Sod should be of uniform thickness, approximately 3/4 inch, plus or minus 1/4 inch, at'time of cutting. (Excludes top growth.) 4. Sod should have a compact root mat to assure mechanical strength and to assure early and firm anchoring to soil surface. Broken pads and torn or uneven ends are not acceptable. 5. For critical slopes, a sod of creeping red fescue and bluegrass is preferred over a straight bluegrass sod, especially if the site is droughty or shaded. 6. Only moist, fresh sod should be used. Sod should be harvested, deliver- ed and installed within a period of 36 hours. I. Site Preparation A. Grade as needed and feasible to permit the use of conventional equipment for liming, fertilizing and soil preparation. B. Install erosion control practices,such as interceptor ditches dikes and terraces, erosion stops and desilting basins as needed. II. Soil Preparation A. Where lime is needed, apply 45 pounds per 1,000 square feet of pulverized dolomitic limestone, fertilize with 10 to 20 pounds per 1,000 square feet of 10-10-10 fertilizer, or its equivalent. B. Harrow or disc lime and fertilizer into,the soil to a depth of 2-3 inches. Continue tillage until a reasonably uniform, fine, firm seedbed condition has been attained. April 1971 UNITED STATES DEPARTMENT OF AGRICULTURE is-64O SOIL CONSERVATION SERVICE ST. PAUL, MINNESOTA - 2 - III. Sod Placement A. Sod strips should be laid on the contour, never up and down the slope, starting at the bottom of the slope and working up. On steep slopes, the use of ladders will facilitate the work and prevent damage to the sod. During periods of high temperature, lightly irrigate the soil immediately prior to laying the sod. B. Place sod strips with snug even joints. Open spaces invite erosion. Stagger joints. C. Roll or tamp sod immediately following placement to insure solid contact of root mat and soil surface. Do not overlap soda All joints should be butted tight in order to prevent voids which would cause air drying of the roots. D. On sloping sites, secure sod with wood pegs, wire staples, or split shingles (8 to 10 inches long by 3/4 inch wide). E. Where surface water connot be diverted from flowing over the face of the slope, a capping strip of heavy jute, properly secured, along the crown of the slope will provide extra protection against lifting and undercutting of sod. This same technique can be used to fortify sod in water carrying channels and other critical areas. Use wire staples only to anchor jute netting in channel work. F. Immediately following anchoring, sod should be watered until moisture penetrates the soil layer beneath sod to encourage quick root growth. Maintain optimum moisture for at least two weeks. As sodding is completed in any one section, the entire area should be rolled or tamped. IV. Maintenance - Lime and fertilize according to soil test. A. Where lime is needed, apply in late fall every.three to four years. B. Topdress bluegrass and fescue sods each September or October with 10 pounds per 1,000 square feet of a complete fertilizer such as -�,� ©r10-10-10-. Critical areas should have a similar topdressing in Z early spring. C. If occasional mowing is desired, bluegrass should be mowed not closer than two inches. Care should be taken not to damage the turf mechanically with use of improper mowing equipment or by attempting to mow with heavy equipment when the ground is excessively soft. 1► STRAW BALE DIKE* I Flow EMBEDDING DETAIL Angle first stake toward previously laid bale — F1 ow ---�' a face �9� wire or nylon bound bales placed on the contour 2 re -bars, steel pickets, or 2" x 2" stakes 1 112' to 2' in ground ANCHORING DETAIL Construction Specifications 1. Bales shall be placed in a row with ends tightly abutting the adjacent bales. 2. Each bale shall be embedded in the soil a minimum of 4". 3. Bales shall be securely anchored in -place by stakes or re -bars driven through the bales. The first stake in each bale shall be angled toward previously laid bale to force bales together. 4. Inspection shall be frequent and repair or replacement shall be made promptly as needed. 5. Bales shall be removed when they have served their usefulness so as not to block or impede storm flow or drainage. SBD Standard Symbol t ==nzawt * Drainage area less than 1/2 acre. U.- S DEPAR�;4E-9F•-f�6RfG'Ht�lfftE Standard rat 'CC7S�-PVA1- -&H-6E-R-V1f E STRAW BALE DIKE Drawing - SBD-1 Wc,I t-k 13.03 \1 July AsNew 117 eO a STANDARD AND SPECIFICATIONS FOR STRAW BALE DIKE Definition A temporary barrier with a life expectancy of 3 months or less, installed across or at the toe of a slope. Pu_Dose The purpose of a straw bale dike is to intercept and detain small amounts of sediment from unprotected areas of limited extent. Conditions Where Practice Applies The straw bale dike is used where: 1. No other practice is feasible, and 2. There is no concentration of water in a channel or other drainageway above the barrier, and 3. Erosion would occur in the form of sheet and rill erosion, and 4. Contributing drainage area is less than 1/2 acre and the length of slope above the dike is less than 100 feet. The practice may also be used for a lone single-family lot if the slope is less than 15%. The contributing drainage area in this instance shall be less than 1 acre and the length of slope above the dike shall be less than 200 feet. Design Criteria A design is not required. All bales shall be placed on the contour and sha: be either wire bound or nylon string tied. See Standard Drawing SBD-1 for details. Construction Specifications 1. Bales shall be placed in a row with ends tightly abutting the adjacent bales. 2. Each bale shall',be embedded in the soil a minimum of 4". SOIL SURVEY INTERPRETATIONS Generalized soil survey mapping units have been color coded to show building site limitations. The solid colors show land slopes, land alter- ation, soil erosion and sediment hazard limitations. The lined colors show soil wetness limitations. Yellow shows moderate 6 to 12% slope limitations Red shows severe 12 to 18% slope limitations Blue shows very severe 18 to 40% slope limitations Red lines show severe wetness limitations The soil mapping units and major building site limitations found on the property are listed below: Building Site Soil Ma-,, Color Limitations Soil Name Slone Rance Symbol Yellow Moderate land altera- Hayden loam 6 to 12% HaC tion and soil erosion r�e.1 Severe land alteration Hayden loam 12 to 18% HaD --- — and soil erosion HaD2 i3?ue Very severe land altera- Hayden loam 18 to 25% HaE2 tion and soil erosion Blue i Very severe land altera- Hayden loam 25 to 4o% HaF L— - tion and soil erosion Yellow Moderate land altera- Terril loam 7 to 11% TeC tion and soil erosion �� Severe wetness Glencoe silty clay 0 to 2% Ge loam H a, el - 144,9 14NO060 S O I L I N T E R P R E TAT IONS RECORD 14, E- %,,%, F ►LRA(S): 103 NwYCEN SERIES REV. ELB. 5-77 TYP1C HAPLUCALFS. FINE-LCAMY, MIXFO. MESIC THE HAYDEN SERIES CONSISTS OF DEEP WELL DRAINED SOILS FORMED IN GLACIAL TILL UNDER OECIUUOUS FCREST CN GROUND ANC TERMINAL MORAINES. TYPICALLY THEY HAVE VERY DARK-GkAY LCAM SURFACE LAYERS 2 INCHES THICK; DARK GRAYISH BROWN LOAM SUBSURFACE LAYERS 7 INCHES THICK: BROWN AND YELLOWISH -BROWN LOAM AND CLAY LOAM SUBSOILS 34 INCHES THICK; AND LIGHT CLIVE-8RCWN LOAM UNDERLYING MATERIAL. SLOPES RANGE FROM 2 TO 35 PERCENT SLOPES. MLST GENTLY SLOPING AREAS ARE CFOPPED: ClH ER AH.EAS USf( FOR PASTURE ANfZFOREST. ESTIMATED _ SOIL PROPERTIES IA) IDEPTMI 1 _ 1 } IFRACTIPERCENT OF MATERIAL LESS 1LIQ1.I0 IPLAS- I 111N.)l USDA TEXTURt I UNIFIED I AASHTO 1>3 INITOBN 3" PASSI)y0_SIEVE NO w ( LIMIT }TIC ITYI I-__. ! — _A ! _ IIPCT1I_ q I 10 1 _-18 1 174_1 11. 0-9 IL. SIL ML. CL-ML. CL I IA-4 50-E I O i 100 58-100 65-SB 50-EC 1 20-30 1 4-10 J (, I O-S IF:L. SL ISM. SH-SC. SC IA-4 I G I IGO SS -I 00 ES-05 35-50 1 20-30 1NP-g 1 19-431CL. L ICL IA-T. A-6 1 O ISS-100 90-9B 80-S5 55-75 1 30-50 115-26 1 143-601L. SL. FSL ICL. SC JA-6. A-4 1 0-5 155-106 90-98 75-SQ 35-70 1 20-35 1 8-15 I I I I I 1 1 j I i IDEPTHICLAY IMOIST BULK[ PERMBA- I AVAILABLE I SOIL I SALINITY I SHRINK- IERCSIGNIVIND ICRGANICI OCR-ROSIVITY 1 I(IN.)I(PCT I DENSITY I BILITY (WATER CAPACITYIREACTIONJ(14MHOS/C11)I SWELL IFACTORS IERCO.IMATTER 0-9 130-2511.40-1.60 1 0.6-2.0 1 0.20-0.22 16.6-7.3 1 - 1 LOW I.321 5 1 6 0-9 L1S 1.45-1.70 1 i 1 2.0-6.0 1 0.14-0.18 J5.6-7.3 1 - 1 LOW I.321 s} 3 9-43118-3511.50-1-65 1 0.6-2.0 1 0.15-0.19 15.1-7.3 1 - 1MODERATE 1.321-1�__-1 43-6G115-2711.65-1.80 1 0.6-2.0 1 0.14-0.19 17.4-8.4 1 - 1 LOW 1.321 1 FLE03ING 1— HIGH WATER TAZLE 1 CEMENTEQ PAN Imo EORaSS I§UB516E NSI`IHYD IPCTENT'LI --I DEPTH I KIND IMCNTHS I DEPTH IHARONESS I DEPTH IHARDNESSIINIT.ITOTALIGRPI FROST FREQUENCY 1 DURATION NONE L (MONTHS 1_ I (FT) 1 1 >6.0 1 1 1 1(1N1 1 1 ,(,Ih) 1 1(IN} I/ U.f II ACT1cN 1 1 - I f >60 1 1- i i _ R INi nR1 SA NI jARY FACiLL7IE5 CC N ETRUCTION MATERIAL 1 1 2-EX: MODEAA 7E-PE RCS SLOWLY If J 2-251: FOCR-LC: STRENGTH 1 (SEPTIC TANK 18-15X: MOCERATE-PERCS SLOWLV.SLOPE If 1 25+X: FCOR-SLCE.LOW STRENGTH 1 I ABSORPTION 115+X: SEVERE -SLOPE 11 ROADFILL I 1 FIELDS ��- ;; 1 J I J 2-7X: MODERATE-SLOPE.SEEPAGE I1 — I I UNSUI7EC-EXCESS FINES 1 1 SEWAGE j 7+2: SEVEFE-SLOPE 11 1 1 j LAGOON J IJ SAND 1 J I AREAS I I1 i I I 1 2-15%: MCCERATE-TOO CLAYEY II J UNSUITED -EXCESS FINES 1 1 SANITARY 115-252: MODERATE-SLOPE.Y00 CLAYEY II I I I LANDFILL J 25+%: SEVERE -SLOPE 11 GRAVEL 1 I J (TRENCH) 1 II 1 1 1 ! II 1 I 1 1 2-8X: $LICHT I1 12-8%: FAIR -THIN LAYER 1 1 SANITARY 18-15X: MOCERATE-SLOPE 11 1 6-15X: FAIR-SLOPE.THIN LAYER 1 } LANDFILL 1 1:+3!: SEVERE -SLOPE 11 TOPSOIL 1 15+X: FCOR-SLOPE 1 1 (AREA) J ►l I 1 12-EX: FAIR -TOO CLAYEY 1 DAILY 18-15%: FAIR -TOO CLAYEV.SLCPE J1 WATER MANAGEMENT COVER FOR j 15bX: FCCA-SLOPE 1J 1 2-6%: :SEEPAGE 1 1 LANDFILL + I1 POND 1 6+X: SLCPE.SEEPAGE I-_--- _-_ I } RESERVOIR I 1 If AREA I 12- LGH HQ11Ii8ANKNEMTS I FAVORAELE I SHALLL4 J 8-15X: MCCERATE-SLOPE/6r A I1E I ]EXCAVATIONS i IS+X. SEVERE -SLOPE 1{0.� = f8 .Z II DIKES AND 1 1 1-_ 1 L kin F a � b t o 1 1 LEVEES 1 I I 12-8X: MOCERATE-SHRINK-SWELL.LOW $TREhGTH II ] NO \ATER 1 I ] DWELLINGS ] 8-15X: MODERATE-SLOPE.SHRINK-SWELL. 11 EXCAVATED I [ ] YlTHGLT I LOW STRENGTH 11 PONDS ] ] ] CASEMENTS 115+X: 1 SEVERE -SLOPE IIAOUIFEA FED I I 1 I 1 2-6X: MODERATE-SHRINK-SWELL.LOW STRENGTH 1l II 1 I NOT NEEDED I I DWELLINGS ] 8-I59: NUDERATE-SIOPE.SHAINK-SWELL• II I ] I Mi=N 1 LOW STRENGTH 11 DRAINAGE I 1 �ASEM ENTS 1 IS+X: SEVERE -SLOPE 11 ] ] I 12-4X: MODERATE-SHRINK-SWELL.LOW STRENGTH If ] 2-639 L.SIL: FAVORABLE ] 1 SILL J 4-8X: MODERATE-SLOPE.SHRINK-SWELL. It i 6+X L.SIL: SLOPE ] 1 COMMERCIAL I LOW STRENGTH If IRRIGATION 12-6% FSL.SL: SOIL BLOWING ] 1 NG; j 8+X: SEVERE -SLOPE 1I 16+X FSL.SL: SLOPE.SCIL BLOWING I ] 2-15X: SEVERE -LOW STRENGTH IJ 1 2-122 L.SIL: FAVCRAELE _— 1 I I LOCAL 135+2: SEVERE-SLOPE.LOW STRENGTH II TERRACES 112►X L.SIL: SLOPE 1 1 ROADS �10 I ]] AND 1 2-32X FSL .SL: SOIL BLOWING ] I STREETS ] II DIVERSIONS ] 12+X FSL.SL: SLOPE.SOIL BLOWING ] LAWNS. j 2-B7s: SLIGHT 11 ] 2-8X: FAVORABLE ] I 1�wNDSCADING ] 8-15X: MCCERATE-SLOPE I1 GRASSED ] B+X: SLOPE 1 157t3k: SEVERE -SLOPE J J WATERWAYS I ] 1 FAIRWAYS I 1I ] I HE GNAL INTERPRETATIONS (PASTURE AND 1 0-IBX: FCUP 1 I INAYLAND I I8-25X: GROUP 2 1 1 125+%: GRCLP 8 1 1 —�—� I MN0060 HAYDEN SEFIES R CP AUCNAL DE-VELCPMENT—_-- 11 MCOEFATE-:LOPE -- ! 1 2-6%: SLIGHT 1 2-61: 8-15%: MOCERATE-SLOPE II ( 6*X: SEVERE -SLOGS I I CAMP AREAS 1 15+X: SEVERE -SLOPE IIPLAVGROUNOS I I 11 1 1 I 1 1 - - 11 -- ---L---- ----------- - 1 I --J-�---_ 1 2-EX: SLIGHT 11 12-152: SLIGHT I 18-15X: 14CCERATE-SLOPE II PATHS 115-25X: MODERATE-SLCPE IPICh.IC AREASI 15+X: SEVERE -SLOPE II AND 1 25+X: SEVERE-SLCPE 1 II TRAILS I { CAPAEILITY ANO YIEL-DSPER wcwF f.F CROPS AhD PASTURE (HIGH LF•yE{, MANAfiEMLj1]j _ I _ CLASS- I CAPA- I CCFN I SOYBEANS I OATS I GRASS- IBRCHEGFASS-1 KENTUCKY I I OETERMINING { BILITY I I I ILEGUME HAY I ALFALFA I BLUEGRASS I 1 I PHASE I" I _ijw) I (BUl 1 (BU) I (TONS]„ I- (AUM) 1 (A MI 1 --I I _�jBRjj$R_IN I RR IIRR, INIRR IIRR. I.NIRR IIRR, INIRR IIPR.-jNIPR 11FR. IHIRR IIRR. IHIRR IIRP. I 12-6Y—__ 12E I 1 100 1 130 11 TS 1 1 4.5 1 1 6.5 1 ( 3.5 1 1 1 I 16-12X 1 3E I 185 I 1 26 I 170 1 14.5 1 1 6.5 1 13.5 I I I I 112-18X 1 4E I i 65 I 1 22 ! 1 60 1 14.0 1 { 6.0 I 13.0 1 I I 118-25X 1 6E { 1- I 1- 1 !- I 13.0 1 l 4.5 1 i 3.0 ( 1 1 1 125-35X 1 7E 1 1- i I- I 1.5 I I 1 1 1 I I 1 F I I I 1 I 1 l I I 1 1 t I I ! 1 I 1 I I I ! 1 I l 1 1 I I 1 I I l ! I 1 ( 1 1 ! 1 1 t 1 I I 1 1 1 _ bDCOLANO aulTABILITY j CLASS- I ORD I_._ MANAGEMENT PRO CMS I POTENTIAL R�GCTIV17Y I DETERMINING ( SYR 1 EROSIONI EQUIP. ISEEDLINGI WINDTH.1 PLANT I COMMCN TREES iiITE1 TREES TO PLANT i I 12-12% 112tX ( I I I I I 1 I I PHAS. I 120 1 SLIGHT I SLIGHT I SLIGHT 1 12R IMODERATEIMODERATEI SLIGHT ( 1 1 I { I 1 1 I 1 ( I 1 I I 1 1 I I J I 1 t I I I 1 ! 1 I I I I I 1 1 I ! I I I I I 1 I 1 PHASE' - 5PE�IES IHTI SPECIES SLIGHT ( SLIGHT I I I 1 I 1 I 1 1 ! SLIGHT INDRTHERh RED CAK 165 SLIGHT JAMERICAN BASSWOOD 16S ISUGAR MAPLE I (BLACK WALNLT 162 JEASTERN WHITE PINE 164 (WHITE OAK 162 I ! 1 I ! 1 I 1 I I IHTI SPECIES—_ IHTI (BLACK WALNUT INORTHERN RED OAK I IAMER1CAh BASSWOOD 1 ISILVEP MAPLE { (WHITE OAK I 1 I 1 1 ! 1 1 I I 1 r t SPECIES ICLAS 12-12X GETERMIN--i JEASTERN WHITE PINE 1281GREEN ASH 1351COMMON HACKBERRY 134JEASTERN. CCTTCNWOCO 1601 1 IPCNDEROSA PINE 126ISIBERIAN CRABAPPLE 118IA14UR MAPLE 1231GRAY DOGWOOD 1121 1 ITATARIAN HONEYSUCKLEIIIILILAC 1121NORTHERN WHITE-CEDAR1201WHITE SPRUCE 1221 1 I I 1 1 1 1 ! 1 1 I -- NTIAL FOP HABITAT ELENFNT-S I AS HABITAT EDRI —1 I CLASS-- I — POTF DETERMINING (GRAIN &IGRASS LI WILD IHARDWO -QOTENTIAL I CONI FERI SHRUBS IWETLANDISHALLCWICPENLD ItlOODLD IWETLANDIRANGELDI SLED ILEGUME 1 HERB, 1. TREES (PLANTS 1 IPLAN75 I�(Ijl:k IWILCLF IEiILDLF, 1M 21 DLF IJOI�F�1 12-6X I GOOD I GOOD 1 GOOD ) GCOD I GOOD I - IV. PCCRIV. PGCRI GCCD I GOOD IV. POORI - 1 16'-IBX 1 FAIR i GOOD 1 GOOD 1 GOOD i GOOD I - IV. POCRIV. PGCRI GCCD I GOOD IV. PCORI - I 118rX I POOR I FAIR I GOOD I GGOD I GOOD 1 - IV. POGRIV. PGCRI FAIR - I GOOD IV. PCORI i I l I I t 1 I 1 i I 1 1 1 1 PLANT I_ PERCEI'AGF AND COM_POSITIOM OR FnaLST R TORY VEGETATION) (DRY WEIjjL01Ls)��S OETEFMINING I CCMMCN PLANT NAME I SYMBCL I I I 1 I I I� 1 LNLSEMLL------------�- - — ---- --L- --------1-- ------1------------1 1 I I 1 I I I 1 1 1 I I i 1 1 1 1 1 1 1 I 1 t 1 1 1 1 I 1 1 I 1 I 1 I I 1 1 I I J I I 1 1 1 I 1 t 1 POTENTIAL PRODUCTION (LBS./AC. DRY WT): 1 1 1 I FAVORABLE YEARS 1 I ( 1 NOFMAL YEARS 1 1- -- -- - -.- - i---� 1 UNFAVORABLE YEARr - _-- -----..L ---- FCOTNOTES A EASED CN TEST DATA CP 7 PEDONS. 8 0-12X: WINDBREAK GROUP-1; 12tX: WINDBREAK GROUP-3: TOO STEEP FOR WIND{IREAKS I A0224 S C 1 L I N T E R P R L T A T I L N S k c C C G D M LRA(5): 1028. 103. 104. 107 REV. JOH. 3-79 CUMULIC HAPLUOLLLS. FINE_LCAMY. MIXED. MESIC Te G' TERRIL SERIES SAhOY SI-Tln- THE TERRIL SERIES. STRATIFIED SUBSTkATUM. ARE MODERATELY WELL -DRAINED SCILS FORMED IN LOCAL ALLUVIUM UNDER PRAIRIE VEGE- TATIGh CN FOOTSLCPES ANC ALLUVIAL FANS. THE SURFACE LAYER IS BLACK AND VERY DARK BRCWh LOAM. 31 INCHES THICK. THE SUBSOIL IS DANK GROWN LOAM, 14 INCHES THICK. THE UNDERLYING MATERIAL 1S YELLOW BROWN SAND. SLCPES RANGE FRCI( O TC 14 PERCENT. MCST AREAS ARE CULTIVATED. 1------------------------_ 1DEPTESTirei€��nis..PPSaFHIl��---------------------- -- HI1----_---_ --_ - I(IN.II USDA TEXTURE I UNIFIED I IFRACTIPEFCENT [F MATERIAL LESS ILIOUiD AASNTO J>^'INI�Hei'L3 �da5.,511:iSi-a�l�-ii9a_I LIMIT 1 0-31IL ICL 131-451L. CL ICL 145-6015. GR-5 ISP-SM. SM J I I 1 1 OEPTHICLAY IMCIST BULKI PERMEA- (IN.)I(PCT I DENSITY I BILITY 1 0-31120-2611.35-1.40 10.6-2.0 131-45127-3211.40-1.65 10.6-2.0 145-601 2-8 11.65-1.75 1 6.0-20 1 1 I t I I 1 1 I FLOODING I— IA-4. A-6- 0-S 11000 — 95-100a_7_0-SeIA-14. A-6 C-5 1 100 90-100 70-SCIA- 0-25190-100 75,SO 60-a0 I 1 I 60-80 125-40 60-80 1 25-40 10-35 I - I AVAILABLE I SOIL I SALINITY I SHRINK- IERGS IONIWIND ICAGANIC WATERuCAPACITVIAEACTION14MMHOS/CM)I SWELL IEd5I9931 ERGO. I MATTER 0.20-0.22 16.1-7: 3� 0.16-0.18 16.6-7.3 1 0.05-0.07 I6.6-8.4 i 1 I DEPTH I KIND IMONTHS I LOW 1.321 5 1 6 1 1 LOW 1.321 1 1 1 LCW i I 1 1 t I -------I IFLAS- I ITICITYI I111 z_ I I a-15 I I a -is I I NP I I 1 I 1 CORRCSIVITV I F F l �is9rssr,�F 1 ERAT�1—LLlI...__ J ---V,%"' N-5—..11l" "ENCE JHYDIPOTENT'LI NApCNESSIDEP TH IHARONES5IIHJT.ITGTALIGAPI FROST I — L13.�L1__- 1SIhLlii�l-L_L'SI3s +L I sA Edi1LSI1E5—ldl__---______�_-- 1 I o-ax: SLIGHT __— ccNSTAyStIr��FB1dL (SEPTIC TANK 1 8-14X: NgDERAT E-SLOPE 11 GOOD I -"----�-- I I ABSCAPTION ( It ROADFILL I 1 FIELDS 1 1 —__-� 11 1 I I I 0-7X. SEVEAE-SEEPAGE -"— I SEWAGE 1 7+%: SEVERE-SEEPAGE.SLOPE II II I PROBABLE - '--^---1 i t 1 1 AREASN 1 II SAND I ; 1 _ ~-^ II I I I SEVERE -SEEPAGE II I IMPA06ABLE-TCO --`-"- I SAhl7ARY 1 II SANDY I i LANDFILL (TRENCH) I I1 GRAVEL I IT---L i i I ----- 10-B%: SLIGHT ---� 11----^- —L 10-E%:---- � 1 1 SANITARY I 6-14X: MCOERATE-SLCPE LANDFILL 1 II I a-14X: FAIA-SLOPE (AREA) I TOPSOIL J I I DAILY 18-1474: FAIR -SLOPE I CCVER FOR I I LANDFILL I II I 0-3 X: MD-CEpATE-SEEPAGE��__-_--1�---" I t-__--__-----_----- 1I POND 13-a%: MCOERATE-SEEPACE.SLOPE t ---- __-�--I I RESERVOIR I B*X: SEVERE-SLCPEIf AREA I ---) 1- 11 �-----�- I I �-- I SHALLOW SE VEFE-CUTEAN K' p I II --�-- ---- —_— I MCOERATE-THIN LAYEF.FIPING —I (EXCAVATIONS IIENBANKMEHTS I I DIKESD I 1 LEVEES If 1 t ---__--- I I CWELLINGS I 0-SX: SLIGHT 1 6-14X: NODERA7E-SLOPE 11 I SEVERE -NC WATER-------- -- . 1 I WITPCUT 1 II EXCAVATED I I BASEMENTS I II PONDS (IAOUIFEA FED I I ; DEEP TO WATER OWE LL INGS I a-14X: MGDERATB-SLOPE -� If I I I WITH I If DRAINAGE I t t a AlLelH7 I II I I I O-4%: -____ _ t—_M--_---___---__---- SMALL SLIGHT 14-8%: MCCERATE-SLOPE II I O-3%: FAVCRAELE —_ 1 ----- I i COME IAL I leX: SEVERE -SLOPE II 1 3.%: SLCPEII 1 1 BUILDINGS i IRRIGATION I 1 t---1-1----_..-.- _. _ �_— I II _. Ll——1------ i t o-ax: MODERATE -LOW STkENGTH.RRCST ACTION II ---_—_ 1 C-a%: FAVCRAELE -- -- ------ 1 LOCAL I ROBS AND I 8-14%: MGDERATE-LOW STRENGTH.SLOPE. 11 TERRACES I B4%:.SLOPE 1 i 1 FROST ACT TCN ( 11 AND 1 t It DIVERSIONS I 1 LAWNS. I O-BX: SLIGN7 —'-----'_---I J1 1LANT%iiNG 1 8-1-4X: MCDcRATE-SLOPE I1 GRASSED 10-8X: FAVCRAELE J I AND D GOLF I I aif: SLOPE I A RWAY ( If WATCFWAYS I II i I ---- ; AEG I C el_1 elEEPgg=d IlJ]N S _ _ 1 1 TERFIL SERIES SANDY SUBSTRATUM 4 1a0224 ------------ ------ gISPUTIUtill_QEYELDEAEnI—___-� _ 1 1 0-e39:,SLIGHT tl 10-279: SLIGHT---------------------"_— ---- t 1 18-14X: MODERATE -SLOPE CAMP AREAS ( II 12-6%: MCDEFATE-SLOPE I IIPLAYGROUNOS 1 b.%: SEVERE -SLOPE t 1 (I I I 1 --------- 0-8X: SLIGHT (I ( SLIGHT ------ ---- --- — 1 1 1 8-14%: MCDERATE-SLOPE If PATHS I t (PICNIC AREASI If AND I 1 I i 1I TRAILS ( 1 ( I-- _SIIEB61LiI�_9n4_YlILfl��fg_bS9!`9f_SH9E5_6MG��ISIgE-4E15tl_LEYEL M9sdSaE2'IL�S1-------------------- CLASS- I CAPA- I CORN I SCV6e ANS I OATS I GRASS- 1 KeNTUCKY i SMCCTH (BRCNEGRA55-I DETERMINING I BILITY I J I ILEGUME HAY I BLUEGRASS IBRCMEGRAS<_ I- ALFALFA PHASE I1S9SlL__1_1�u1—_—iestt--L1IS:YSL-1_—i9LP2---1--sELnl__��iAs;fl1_,,,_) fQ-2x------`__-1n1981t�9sIbUR1; j1flgs_jnl9E_13gf�illsl8g_JjgB��llSgR IIRR. INIRF�lgg�_1b1&��B9��LiS9.119B�_i _ 1 1 I 11zo 1 146 1 ! 95 I 15.0 1 1 4.2 1 1 7.0 I 1 6.3 1 t 15-9% 1 2E I 1118 1 1 45 I 1 94 I 15.0 J ( 4.2 1 1 7.0 1 1 8.3 1 1 i 3E 1 1 113 I 143 I 1 91 I 1 4.8 ( 14.2 I 16.7 1 1 8.0 { 19-14% 13E 1 1104 I 140 1 1 83 I 14.4 ( 13.8 ( 16.2 ( ( 7.3 ! i 1 1 I I 1 1 I I I I { I ! I 1 { ! 1 1 I 1 I 1 I 1 { { 1 I 1 I 1 ! 1 1 1 1 1 I I f I 1 1 1 1 1 1 { I 1 t 1 1 _--_— ^- __-_----_.._-- JlQQDLAND SUITdOILITY --�. _--_—_--------------------_-_ 1 CLASS- 1 aao 1__—__--_L+AneSElIESII_o$QELl:!!,5—_--____-_L�9IYStII�L_oQ9IySi1YlIY_ 1 I I DETERMINING I SVM I EROSIONI EQUIP. ISEEOLINGI WINOTH.1 PLANT I PHALICCFIMCN TREES I517EI TReES TO PLANT I I--___-- SE 1 LHeae5�1 M1r I Ncgl'Y�Ltl67.d9&�s.9llEeZSL - - _-- 11Bnisl_--__ 1 1 I 1 ! I I 1 ACNE 1 I I 1 1 1 1 i 1 1 I f I I 1 1 1 I 1 1 i t ( I 1 1 1 I I 1 1 I ( 1 1 1 I 1 1 I { 1 1 I I I I 1 I t f I I I I 1 ! 1 I-----1----1------ I-1------1 1 ISL liEIEE+Lln-4_EH9;zEL��EESEES--1HLi`- _±;SSE$--___1tIS1_SPECIES ----_1t1_T1_— —_---1MI( IMAAT>50 IREDOSIER DOGWOOD 17 (SILVER MAPLE 1 1361EASTEFh FECCECAF 12QIRE0 PINE IGRAY DOGWOOD 17 ITATARIAN HONEYSUCKLE112INCRWAV SPRUCE I I30IEASTERN CCTTCN1-QI ISIBERIAN DOGWOOD I12IAMUR MAPLE %Coo 1401 I20JCCMMOh HACKBERRY (-'QI IMAAT<50 INORTHERN WHITE-CEDAR1201COMM0N HACKEERRY (341W§+ITE SPRUCE (22fBUR OAK { 1 1 (EASTERN WHITE PINE 1281SIBERI1301 AN CRABAPPLE 118IPCNDERGSA PINE I261ANUR'NAFLE 1231 1----•-- _�IS. 9_MPELE I4SITA?AB1 AN HCI�E YSUCKLEIillStEEE� ASH----_—.ladULIL9S______--.,____-_..(.Irk) CLASS- 1_--------_E9IEHIIHL_E9S -HA811 1�LEM€tlI —_- _ - P4IES33AL AI !+BE3IAI_Fcg�__I I DETERMINING 1GRAIN EIGRgSS EI WILD IHAROWO ICONIFERISHRUBS IWETLAhOISHALLCWIOPENLO IWCCOLO IWE7LANDIRANGELC( 1__ EHASElT$EE,SIFLANS;L1----l"6hJ-S_"AUR_1�LPLF_1i�31IlLF_1�1LRL!_1W1L9iF-1 12-5% I GOOD 1 GOOD I GGCO ( GOOD I GOOD I - I FOOA I 15-14% 1 I GOOD - POOP I GOOD I GOOD i FGCR FAIR I I 1 GOOD ( GOOD I GOOD I IV. POOAIV. p0GR1 G000 1 GOOD 1Y. PCOFI ( 1 1 1 1 ( 1 I 1 1 1 1 I t I 1 — _�-- __-- --FSIF.tiISAL PISYEPl.dh3_SSLktlSlH3IY�[89HfE1.9��H_f99E.5I_SIHLE5�I9QY_YISEI9YSSb1—_._.____--_------- 1— I PLANT I PE95EHSBIE_S9llE�SlI19n_iIIAY_1 1E1±I2-5r S1.�33_41iIE?Mit3D�Et+9nE_�__I I COMMCN PLANT NAME I SYMBOL I ( I i I i 1 I 1 I 1 I I I 1 I I 1 1 I i I I j j 1 1 1 1 I I 1 1 I I 1 1 I I 1 ! I 1 1 I J-—.1--- ---- �1_—-__-1-------____-1---,—___1--- --1 I POTENTIAL PRODUCTION (L05./AC. DRY WTI: I—M --- I FAVORABLE YEARS { NCRMAL YEARS I I I I (—_—unE9Y4g9Y]LI_YE,g�—_--1-----------1--------1--__.�--1.._--------1-------------- I FCCTNOTES A DANGER OF CONTAMINATION CF GRCUND WATER. I SUBJECT TO LOCAL RUNOFF FROM UPSLOPE AND OCCASIONAL LATERAL MOVEMENT OF WATER FROM UPSLOPE IN SOIL FRCFILE. MNCO26 SOIL INTERPRETATIONS k F C O N D /I I,LRA(S): 103 REV. ARG-ELB• 12-78 GLENCOE SERIES CUMULIC HAPLAUUOLLS. FINE-L6ANY. MIXED, MESIC THE GLENCOE SERIES CONSISTS OF DEEP VERY POORLY DRAINED SOILS FORMED IN GLACIAL TILL IN DEPRESSIONS AND SWALES IN THE UPLANDS. THE SURFACE LAYER 15 BLACK AND VERY DARK -GRAY CLAY LOAM 35 INCHES THICK. THE SUBSOIL IS MOTTLED OLIVE -GRAY, FRIABLE LCAM 13 INCHES TF.ICK. THE UNDERLYING MATERIAL IS GRAYISH -BROWN AND LIGHT CLIVE BROWN LOAM. SLOPES ARE LESS THAN 1 PERCENT. MOST AREAS AP4 DRAINEC AND CROPPED. 1DEPTHI I -- tbILMA1GU. SUIL PHUPEBJULi I - IFRACTIPERCENT CF MATERIAL LESS ILI DIJID I IPLAS- I I(IN•)I USDA TEXTURE I I I 1 UNIFIED I AASHTO I 123 INI THAN 3" PASSING SIEVE Nn,I LIMIT ITICITYI I 0-351SICL. CL. L JOL. OH. MH. ML JA-T I(.PCT)1 4 I 10 1 40 1_23.4.�_ I O 1 100 95-500 85-98 75-90 1 45-60 IINDJ _I IIO-20 1 135-4PIL. CL. SICL ICL JA-7. A-6 I O 1 100 95-100 BS-98 75-90 1 35-50 II5-25 1 148-601L• CL I I ICL i IA-6. A-7 I 0 198-1O0 90-98 80-98 70-85 135-50 IL5-?.5 1 I I I I I 1 i 1 1 I I I DEPTH{CLAY JM OI ST UULK1 PERMEA- I AVAIL ABLE I SOIL I SALINITY -L-----1 ((SHRINK- IEROSIUNIW)NU ICRGANI CI CORRgSIVITYiTY 1 1(1N.)I(PCT I DENSITY I BILITY IWATER CAPACITVIREACTIONI(MMHOS/CM)) SWELL IFACTORSI ERCD. I MATTER I I I1 MM,J_L9ZCM3) 1 (IN/HR) 1 IIN/IN) 1 (PH) 1 IPOTENTIALI K I T IGRCUPI (POT) 1 0-35125-3511.35-1.45 1 0.2-2.0 1 0.18-0.22 16.1-7.8 1 - 1 STF-L 1 ONCR T -IMODERATE 1.281 5 1 6 1 5-10 I 1 �,OW 135-48125-3511.35-1.50 1 0.2-2.0 1 0.15-0.19 16.6-7.8 I - _HIGH 1NODERATE I.281 I I 1 148-60122-3211.35-1.50 1 0.6-2.0 1 0.15-0.19 17.4-7.8 1 - IMODERATE 1.281 1 I I I I__ ) 1 I J 1 I I I ! 1 --L I FLOODING I HIGH WATER TA 1 MF_NTED PAN.( BEDROCK IS UBSIDHNCE IHYDIPOTENT•LI I 1 FRFn/IFNrY 1 nlla eT,n.1 1 DEPTH I lu NTJC 1 .- 1 KIND IMONTHS I DEPTH (HARDNESS I DEPTH I HARDNESS I INIT. ITOTALI GRPI I . FROST I SANITARY FAC ILITI c ! I SEVERE-PERCS SLOWLY sPONDI NG-L1S1N MATERIAL II I POOR-WETNESS.LOW STRENGTH ISEPTIC TANK I 1I 1 _- 1 ABSORPTIGN J 11 ROADFILL I FIELDS I II I I 1_ I SEVERE-POhDING I1 I IMPROEAELE-EXCESS FINES 1 I SEWAGE I If 1 I 1 LAGOON I I1 SAND 1 AREAS I_- I _- I SEVERE-PONDI NG. EXCESS HUMUS SANITARY 1 I LANDFILL 1 1 (TRENCH) i ! J, I ! SEVERE-PCNDING SANITARY J I LANDFILL 1 (AREA) i 1--- 1 PCOR-PONDING.HARD TO PACK I DAILY I COVER FOR I I LANDFILL I ! 1 1 SHALLOW E,. JXCAVATIONS J II 11MPRCBASL.E-EXCESS FINES II 1 I II GRAVEL 1 1 If I 1 1! 1 POOR -WETNESS - --I 11 1 1 II TOPSOIL I 1 II I 1 If 1 I II _ WATER MANAGEMENT II I MODERATE -SEEPAGE -I If POND I 1 JJ RESERVOIR I I 11 AREA 1 I II I SEVERE -HARD TO PACK.EXCESS HUMUS.PONDING 1 ((EMBANKMENTS 1 I 11 DIKES AND I I !1 - LEVEES 1 1 I I 41IIIIM SEVERE-PONOING.LOW STRENGTH 11 I MODERATE -SLOW REFILL 1 DWELLINGS I _ —_ _. ____ ___.___ _ _ ___ 11 EXCAVATED I I I 1 W TM 1i PONDS 1 BASEMENTS I IIAOUIFER FED I I DWELLINGS 1 I WITH 1 BASEMENTS 1 11 11 DRAINAGE II I WIIT�I SEVERE-PONOING.LOW STRENGTH If I SMALL ► 11 J COPMER rlAL 1 If IRRIGATION 1 DU I LOI NG If I SEVERE-PChOING.L011 STRENGTH.FROST ACTION I1 LOCAL I 11 TERRACES R AC AND I I1 AND 1 STREETS 1 11 DIVERSIONS I - -- - Ll 1 AL w t ILANOSCAPING 1 AND GCL.F f . ( AIR. AY I FAIA�YS ( '"Ubl ALIIUN,PUNDING I I 1 I 1 PONDING 1 I I J PONDING 1 I I I WETNESS 11 GRASSED 1 1I WATERWAYS { II 1 _ REGICNAL INTERPRETATIONS IPASTURE ANC I GROUP 6 IHAYLAND I I 4 JAN 1979 I I 1 GLENCOE SERIES MN0026 `ELATION Nj { NONE: SEVERE-PONDING j'UFVcLU�M: SEVERE-PUNOING f RARE: SEVERE-PONOING.FLOODS II I I CAMP AREAS 1 IIPLAYGROUNDS J 1 I {I I 1 SEVERE-PEhOING 11 1 SEVERE-PONDING 1 1 I I1 PATHS I I ]PICNIC AREASI 11 AND I I 1 1 tl TRAILS I 1 &APABILITY ANO YIELQS PER ACRE OF CROPS AND PASTURE- (HIGH. LEVEL MANAGEMENT) 1 CLASS- I CAPA- I CORN I SOYBEANS I OATS I GRASS- 1BROMEGRASS-1 REED ] ! DETERMINING 1 BILITY ( I I ]LEGUME HAY I ALFALFA ICANARYGRASSI I ] PHASE I--- 1 (@W I (BU) l (BU) 1—I ONSI I .I AUN) 1 (auYI 1 1 (DRAINED { 3W 1 1 85 1 1 34 1 1 75 1 1 3.5 1 ] 5.2 I 1 5.5 1 1 ] 1 1 1 I 1 1 I I 1 I I I I 1 1 I I I 1 1 I 1 1 I I 1 1 1 1 I ! 1 1 I 1 I I 1 1 I 1 1 1 1 1 1 I I 1 t 1 I ! 1 1 I 1 1 I 1 I 1 1 1 t 1 1 I 1 I 1 I i I 1 I I 1 I I 1 I I 1 ! I I 1 ! 1 1 1---------� 1---1---1---1--1 WOQQLAN�SUI7ABILITY I —1---1 I 1 1��---1--1- --1—_) _ I CLASS- 1 ORD 1 MANAGEMI P a@LEMS I POTENTIAL __ PRODUCTIVITY i 1 ] DETERMINING I SYM I EROSION] EQUIP. ISEEOLINGI WINDTH.1 PLANT J COMMON TREES ISITEI TREES TO PLANT ] 1 HAZARD 1 LIN IT I mORj•Y.1 HAZARO.I COMPE7al IlNDX l NONE 1 ! _I I I 1 1 1 1 I I i t 1 1 1 1 ! I I 1 I 1 1 I 1 t 1 I ! I 1 I ! 1 t t I I 1 1 I 1 I 1 1 I I I { 1 1 I I { 1 1 I I 1 I 1 1 { I 1 1 1 I 1 1 I 1 1 1 I 1 I t 1 I 1 I f 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 { I ! I 1 1 I t ICLA55-UEIER&jN•G VHA5E1'. SPECIES "j71 �PEGIES IHTI SPECIES IHTI SPI:CIF_S IHTI 1DRAINED (EASTERN COTTONWOOD J601GREEN ASH 1301SIBERIAN CRABAPPLE 120IRLDOSIER DOGWUUD 1151 1 (SILVER MAPLE 135JEASTERN WHITE PINE 1251AMUR MAPLE 1161MEDIUM PURPLE WILLOW1141 I IGOLOEN WILLOW 1351WHITE SPRUCE 1221NORTHERN WHITE-CEDAR1151TATARIAN HONEYSUCKLE1101 1 I I! 1 1 I l 1 1 I ALL 1 1 1 1 CLASS- ] POTENTIAL .FOR HABITAT ELEMENTS ) POTFNTIAL AS HAHIiAT DETERMINING 1GRAIN 6IGRASS 61 WILD IHAROWD ICONIFERISHRUSS JWETLANDISHALLCWIOPENLD IWOODLU IWETLAND GOOD 1 GOOD J FAIR 1 FAIR 1 FAIR 1 - 1 GOOD 1 GOOD I GOOD ] FAIR 1 GOOD I I 1 I I I l I I ! 1 I I I I 1 1 i 1 1 1 ! I 1 I I ! 1 I I I 1 1 ! 1 1 1 I I I FOR: _1 RANGELDI W LU F__r - I l t I I POTENTIAL NATIVE PLANT COMMUNITY (RANGELAND OR FOREST UNgZBLIORY--V.Lf ETATIONI� �~ i-- I PLANT 1- PERCENTAG¢ COMPOSIjjON (DRY WEIGHT) BY CLASS VEMEMINING PHASE 1 I CCMMUN PLANT NAME I, SYMBOL I 1 1 1 1 I (NLSPN) 1 I I 1 I ! I I 1 1 I I 1 I I 1 1 1 1 1 I I 1 l 1 1 I I 1 1 I ! 1 1 I I 1 I I I I 1 I 1 I I 1 I { I 1 I I I I I ] POTENTIAL PRODUCTION (LBS./AC. DRY WTI: 1 FAVORABLE YEARS 1 I 1 t I ] NORMAC, YEARS I I { I 1 UNFAVORABLE YEARS FOOTNOTES I EXTENSIVE DIKING REQUIRED FOR STORAGE A UNDRAINED: WINDBREAK GROUP 108. ON SITE ASSISTANCE NEEDED TO DETERMINE SPECIES; DRAINED: GROUP B. MN.