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78-01 - Chaparral PUD Amendment pt 6CITY OF CHANHASSEN 7610 LAREDO DRIVEeP.O. BOX 147*CHANHASSEN, MINNESOTA 55317 (612) 474-8885 MEMORANDUM DATE: October 24, 1979 TO: Don Ashworth, City Manager FROM: Bob Waibel, Asst. Manager/LUC SUBJ: City Verification Letter for Chaparral Sent to Department of Housing and Urban Development and Veterans Administration In drafting the subject letter, I incorporated the advice of Craig and Russ to draft the letter utilizing the language actually found on the letter of credit. Additionally, Russ had indicated that the attorneys verification portion of the Maple Grove letter is inapplicable. As soon as the proposed final draft of the new Chaparral development contract is furnished to me, I could, if fin_d_it appropriate, draft a letter to a similar degree of detai as the Maple grove letter, however bound to the provisions of -"the Chaparral Development Contract. yf- y�o 41LL&9j)W4 . Minnesota Pollution Control Agency 22 1979-. The Honorable Walter Hobbs Mayor, City of Chanhassen 7610 Laredo Drive Chanhassen, Minnesota 55317 Dear Mayor Hobbs: Enclosed is a copy of Permit Number 11271 for construction and operation of a sanitary sewer extension in Chanhassen. Please review the permit carefully, and let have any questions concerning it. -You may above address or call (612) 296-7246. erely, r Perr '�. Beaton P.E. Y Chief, Facilities Section Division of Water Quality PTB/P7.yMH : jm Enclosures us know if you contact me at the cc: Chanhassen City Council, c/o City Clerk Metropolitan Waste Control Commission Metropolitan Council Suburban Engineering, Inc. FreM: City Administrator :',_-f_,re,,� a ,u70: i,iayor (: ouncfi PIanf;er��j Fafi,s is ,r e t «. Uiliitias press 00her . Date OCT 1979 Cpjvz' v��G£ -CHAPOIAy 1935 West County Road B2, Roseville, Minnesota 55113 Regional Offices . Duluth / Brainerd / Detroit Lakes / Marshall /Rochester / Roseville Equal Opportunity Employer Minnesota Pollution Control Agency VUA PERMIT FOR CONSTRUCTION AND OPERATION OF DISPOSAL SYSTEM Chanhassen Carver County Pursuant to Authorization by the Minnesota Pollution Control Agency, and -in accordance with the provisions of Minnesota Statutes, 1976, Chapters 115 and 116, plans are approved and a permit is hereby granted to the City of Chanhassen for construction and operation of a sanitary sewer extension in Chanhassen. The facilities consist of 1,790 linear feet of 8-inch sanitary sewer pipe. The facilities are further described in plans and specifications, designated "Chaparral 3rd Addition" received August 27, 1979, prepared by Suburban Engineering, Inc., for the City of Chanhassen. "SPECIAL CONDITION The-permittee shall comply with all rules, regulations and requirements of the Minnesota Environmental Quality Board prior to construction of the proposed project. Sincerely, Perry T.eaton, ].E. Chief, Facilities Section Division of Water Quality PERMIT NUMBER: 11271 DATED: OCT 2 2 1979 1935 West County Road B2, Roseville, Minnesota 55113 Regional Offices . Duluth / Brainerd / Detroit Lakes / Marshall / Rochester / Roseville Equal Opportunity Employer CITY OF 7610 LAREDO DRIVE *P.O 8OX 147®CHANHASSEN, MINNESOTA 55317 (612) 474-8885 October 22, 1979 New Horizon Homes: Attn: Mr. Greg Frank 3131 Fernbrook Land No. Suite 104 Plymouth, Mn. 55441 Dear Mr. Frank: This letter is to confirm our conversation of approximately two weeks ago wherein I stated that the combined means of servicing the quadraminium and duplex units, with sewer and water services was acceptable to the City. This letter rescinds the statements made in the Schoell and Madson letter of September 19, .1979. Should you have any questions, please feel free to contact me. SincerelC' sf, Don Ashworth City Manager DA:njo RUSSELL H. LARSON CRAIG M. MERTZ OF COUNSEL HARVEY E.SKAAR MARK C. MCCULLOUGH LARSON & MERTZ ATTORNEYS AT LAW 1900 FIRST NATIONAL BANK BUILDING MINNEAPOLIS, MINNESOTA 55402 Donald W. Ashworth Chanhassen City Manager Box 147 Chanhassen, MN 55317 Dear Don: I. Construction October 19, 1979 Re: Chaparral, Phase II letion Bond for 2nd Addition. TELEPHONE/f (612) 335-9565 Enclosed you will find the original copy of Northwestern National Bank of Minneapolis' Letter of Credit No. 36353 dated October 15, 1979, in the amount of $1,163,260. This amount is consistent with the bond amount recommended by Jim Orr in his letter of October 8, 1979. You should note, however, that the expiration date on the bond is January 15, 1980. Ideally, the Letter of Credit should be in force until the one-year guarantee period on utility construc- tion has expired. However, because of the large number of dollars committed here, it may be more feasible to accept letters of credit which are to be renewed on a year -by -year basis. Thus, I recommend that New Horizon Homes be asked to provide the City with documentation extending the expiration date on Letter of Credit No. 36353 to approximately October 15, 1980. II. Final Draft Development Contract: Revision of Assessment Payment Schedule. Enclosed you will find the original copy of the development contract approved by the City Council on October 15, 1979. This document is identical to the form of the contract included in the City Council packet for October 15, 1979; however, it incorporates the changes made by the Council at that meeting, specifically: Pages 11 and 12, bearing the notation "Rev. 10/17/79 CMM," have been inserted into the enclosed document. These revised pages reflect the new assessment payment schedule established by the City Council. The former provision for the installment payments to be made in 1980, 1981, and 1982 has been eliminated. The contract now provides for (a) the Phase I levied assessments to be paid in one lump sum on October 31, 1981; and (b) for the Phase I deferred assessments, Phase II levied assessments, and Phase II deferred assessments to be paid in one lump sum on October 31, 1982. The developer is not required to make any payments in advance of those dates except on a lot by lot basis as houses are sold. Donald W. Ashwor-,, Chaparral PhaseII -2- 10/19/79 III. Assessment of Kerber Drive Assessment Costs. Enclosed you will find a photocopy of a letter dated October 15, 1979, setting forth Mr. Frank's position that under §4.02 of the develop- ment contract, his company's credit against Kerber Drive construction costs would include the value of dedicated right of way in excess of the standard 50-foot right of way. I believe that Mr. Frank's posi- tion is consistent with the recommendation which you ultimately will be making to the Council at the time the Kerber Drive work is assessed. If Mr. Frank's position is not consistent with your position, I suggest that you so advise Mr. Frank at your earliest convenience. IV. Need to Increase Letter of Credit to Guarantee Assessments. Because of the changes in the development contract mandated by the City Council on October 15, 1979, and reflected on pages 11 and 12 ("Rev. 10/17/79 CMM"), the City Treasurer will not be certifying the Project 75-2 and Project 75-3 levied and deferred assessments to the County on an annual basis. Thus, the City must look to the letter of credit, rather than the tax collection system, for its ultimate security in the collection of these assessments. Accordingly, New Horizon Homes should file with the City an additional letter of credit in the amount of $748,693.71 for the purpose of guaranteeing the ultimate payment of these assessments. This new letter of credit would be in addition to those letters of credit prevously tendered to the City for thepurpose of guaranteeing the completion of utility construction in the First and Second Additions of Chaparral. My worksheet setting forth my manner of computing the $748,693.71 amount is attached to this letter. This new letter of credit should provide that the bank will honor the letter of credit upon receiving "beneficiary's officially signed statement reading: 'sums claimed are due and payable as New Horizon Homes, Inc., has not paid Project 75-2 and Project 75-3 levied and deferred special assessments as per agreement with City of Chanhassen or has not performed its other obligations as per agreement with City of Chanhassen. For purposes of clarity, I suggest that separate letters of credit be maintained for the special assessment guarantee as opposed to the utility construction completion guarantees. Very truly yours, CRAIG MERTZ Assistant Chanhassen City Attorney CMM:mep Encls. cc: Greg Frank New Horizon Homes 3131 Fernbrook Lane No. PO Box 1367 Mpls . , MN 55440 �, y G► 7, wy \CP Marlys Wilson, New Horizon Homes b 1w October 18, 1979 EXHIBIT "A" Chaparral (First, Second, Third and Fourth Additions) COMPUTATION OF LETTER OF CREDIT AMOUNT FOR GUARANTEE OF PROJECT 75-2 AND 75-3 SPECIAL ASSESSMENTS Phase I Levied and Deferred Assessments Plus interest from 10/1/76 to 12/31/76 (7.5%) Plus interest from 1/1/77 to 12/31/81 (7.5%) Phase II Levied and Deferred Assessments Plus interest from 10/1/76 to 12/31/76 (7.5%) Plus interest from 1/1/77 to 12/31/82 (7.5%) Subtotal: Less credit for prior payments per development contract §3.021(A): Less credit per development contract, §3.03(A): TOTAL: $163,579.00 3,067.10 61,342.12 $393,192.00 7,372.35 176,936.40 805,488.97 ( 23,780.64) .( 33,014.62 $748,693.71 N WILLIAM D. SCHOELL CARLISLE MADSON JACK T. VOSLER JAMES R. ORR HAROLD E. DAHLIN LARRY L. HANSON JACK E. GILL RODNEY B.GORDON THEODORE D. KEMNA JOHN W. EMOND KENNETH E. ADOLF WILLIAM R. ENGELHARDT BRUCE C. SUNDING R. SCOTT HARRI DENNIS W. SAARI GERALD L. BACKMAN Mr. Bob Waibel, Assistant Manager City of Chanhassen Box 147 Chanhassen, Minnesota 55317 Dear Mr. Waibel: SCHOELL & MAOSON, INC. ENGINEERS AND SURVEYORS 338-7601 • 50 NINTH AVENUE SOUTH • HOPKINS, MINNESOTA 55343 OFFICES AT HURON, SOUTH DAKOTA AND DENTON, TEXAS November 15, 1979 Subject: Chaparral 1 and 2 Bond Reduction Requests. Pursuant to a request from New Horizon Homes, Inc., we herein comment on the status of the above -named projects. Phase I - Based on our observation, the request to reduce the bond by $266,000 appears in order. Phase I.I - All utility work is complete, plus all curbs and gravel with the exception of M.S.A.S. No. 10.1. The pond work is 80 percent complete as we are able to estimate. We do not have specific cost breakdowns (contracts) other than their October 29, 1979, letter. Mr. Frank wanted a response today -- thus this letter is submitted with- out our specific dollar recommendation for Phase II. We had asked for this information, but have not yet received it. Very truly yours, ,SCHOELL & MADSON, INC. JROrr:bk ram, NOV1979 f �G ",Op CI A#JlAj, Op' .'1 1 NEW HORIZON HOMES, INC. BUILDING TOMORROWS DREAMS TODAY 3131 FERNBROOK LANE NORTH P.O. BOX 1367 MINNEAPOLIS, MINNESOTA 55440 612-559-5770 November 8, 1979 Mr. Bob Waibel Assistant Manager/Land Use Coordinator City of Chanhassen 7610 Laredo Drive P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chaparral Chanhassen, Minnesota. Dear Bob: As required in the proposed PRD Contract for Chaparral Second, Third, and Fourth Additions, we are submitting the following schedule for improvements for the Second Addition: Work Description Storm and surface water drainage Sanitary sewer mains Water mains Surmountable concrete curb and gutters Street surfacing - base course wear course Underground utility lines Street signs Boulevard sodding or seeding Driveway surfacing with public ROW Street lighting Estimated Completion Date Completed Completed Completed July 1, 1980 July 15, 1980 September 1, 1980 August 1, 1980 September 1, 1980 September 1, 1981 September 1, 1981 November 1, 1980 Schedules for the Third and Fourth Additions will be submitted at the time these final plats are submitted to the City. We expect the final plat for the Third Addition to be filed prior to Spring 1980; while the Fourth Addition plat should be filed by Fall 1980. At this time, we estimate that utility and street construction to be completed for Plat 3 and 4 on December 1, 1980 and December 1, 1981, respectively. If you should have any questions, please advise. Ver,,�trul outs, rel�ory J. Frank, P.E. Land Development Manager GJF/lmf CITY OF 7610 LAREDO DRIVEOP.O BOX 1479CHANHASSEN, MINNESOTA 55317 (612) 474-8885 MEMORANDUM TO: City Manager, Don Ashworth Arid City Engineer, Jim Orr FROM: Asst. Manager/LUC, Bob Waibel DATE: November 8, 1979 SUBJ: Development Contract for Plat of Chaparral and Chaparral 2nd, 3rd and 4th Additions PLANNING CASE: P-580A In a meeting of this day with Greg Frank of New Horizon Homes, I tendered the final draft of said contract for execution by New Horizon Homes, Inc. and Dunn and Curry Real Estate Management, Inc. As you know, this contract designates phase I as the first plat of Chaparral consisting of the 95 single family homes north of Kerber Drive, and Phase II to include the 328 dwelling units of the 2nd, 3rd and 4th Additions of Chaparral. Section 2.05, Schedule of Work, section of the contract is the only portion wherein further information is needed. This section requires that all work and improvements for both phases I and II be fully completed.by a specified date. Mr. Frank had indicated to me that the date preferred by New Horizon, Inc. for this section is December 15, 1981. This office finds that this date is in line with what had been indicated to the Planning Commission and to the City, Council at the preliminary development plan review and subsequently recommend this date be accepted for purposes of Section 2.05. '"Please' advise as to any comments you might have regarding the proposed completion date. CITY 0F CHANHASSEN 7610 LAREDO DRIVEOP.O BOX 1470CHANHASSEN, MINNESOTA 55317 (612) 474-8885 November 8, 1979 U.S. Dept. of Housing and Urban Development 6400 France Avenue South Minneapolis, Minnesota F ,Orel Veterans Administration Fort Snelling St. Paul, Minnesota Re: Chaparral lst Addition To Whom It May Concern: This is to certify that: Letters of credit have been furnished and are acceptable to the City of Chanhassen in the amount of $519,370.00 and $1,163,260.00 for the purpose of assuring that New Horizon Homes, Inc: will install the following improvements for the Chaparral 1st Addition and 2nd Addition respectively: 1. Street grading, stabilizing, bituminous surfacing, and.surmountable.concrete curb.and gutters to standards of construction acceptable by the City Engineer 2. Sanitary sewer mains, and.watermains to standards acceptable by the City Engineer. 3. Storm water, and surface water drainage controls as per drainage plans approved by the City Engineers including devices and practices needed in the judgement of the City Engineers to prevent washing, flooding, sedimentation, and erosion of lands and roads. 4. Boulevard improvements including sodding, seeding, driveway surfacing, and street signs, and street lighting. -2- The developer agrees that, at their expense, to construct, install and perform all work, and furnish all materials and equipment in connection to the installation of the above mentioned improvements. In the event that the developer fails to complete such improvements by October 15th, 1980 in the Chaparral 1st Addition, and by October 1, 1980 in the Chaparral 2nd Addition, in compliance with the development contract for Chaparral, the city may utilize the aforementioned letters of credit to cause any of the above improvements to be constructed and installed. The City of.Chanhassen will be responsible for the continuous maintenance of the above improvements with the exception of the boulevards, driveways, and underground motility lines,upon acceptance by the City Council. CITY OF CHANHASSEN By Don Ashworth, City Manager Fl*C-In�1ro DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT OFFICE OF THE DIRECTOR Minneapolis, Mn. 55435 Mr. John Madison Nei Horizon Homes. Inc. 3131 Fernbrook Lane No. Plymouth. Mn. 55441 Bear Mr. Madison: FEDERAL HOUSING ADMINISTRATION ,0 8 1979 PN RRRLV FI!FIZiFTOS (Date) Subdivision Appraiser Phone: 725-4782 Re: PRE -CONSTRUCTION ANALYSIS Subdivision Name: Chaparral-2nd Addn Location: (Single -Family) Chanhassen_ Minnesota FHA Ale No.: 3898 FHA analysis has been completed. After we receive your signed concurrence with the contents of this letter, we will accept formal applications for commitments on individual properties: ,All commitments issued will be subject to compliance with the following checked conditions: 1. ! Construct subdivision improvements in accordance with plans, specifica- tions and other exhibits stamped "FINAL CONSTRUCTION EXHIBIT ACCEPTED BY -FHA 11-8-79 , Darryl Olson Date Authorized FHA Official Obtain written approval from FHA for any changes in exhibits prior to proceeding with work. One set is attached for your use at the site. 2. ! I Furnish one set of Street and Drainage Plans signed by local authority. 3. /5/ _Comply with FHA.Data Sheet 79G (including certifications by the Soils Engineer and the Erosion -Control Specialist). On completion of subdivision -.improvements, furnish your signed certifi- cation that all improvements have been constructed per FHA accepted ex- hibits and. all FHA and local -standards. 5. /X/ Furnish evidence that the streets and drainage, water supply and sanitary sewerage systems have been accepted for continuous maintenance by local authority that has jurisdiction. 6. t / Furnish copy of recorded plat.and eevenants __itl ...._1,.,. ir�l� s annrt, rear a f- any 3 4 An hAlda 7. / 1 Initial.FHA.commitments will..be limited to. until_ marketability is established. 8. /x/ Additional condition: See attached Exhibit This letter is void if satisfactory compliance is -not demonstrated within one year, 'Please indicate your concurrence b3v signing: and'returaing the attached cow - cc: Veterans Administration Metropolitan Council City E ngr of Chanhassen ASP— 9 Thomas T. Feeney Attachment Area Manager CONCURRENCE: - Sponsor Date 229623•P HUD -Wash., D. C. PHA NO. 225e Exhibit "All Subdivision No. 3898 8a. Utilities: All properties to be served by public sanitary sewer and public water supply. b. Storm Sewer: Per city plans and specifications. C. Street Improvements: Bituminous surfaced per city specificat ions. d. Curb and Gutter: Concerete per city specifications. e. Street Trees: 2" caliper, one per lot. All lots in subdivision. f. Ingress and Egress: The property shall be adequately served by all weather facilities for the ingress and egress for pedestrian and vehicular traffic including fire apparatus prior to. requesting the final inspection. g. Liens and Assessments: No lien or assessment shall be applied against the property as a result of required subdivision improvements. h. All lots are acceptable subject to normal Minimum Property Standards and other requirements as specified. i. All earthwork shall be done in accordance with HUD-FHA's Data Sheet 79g, "Land Development with Controlled Earthwork." j. Fill under floor slabs (including garage) shall not exceed that permitted by Section 603-7.3 of the Minimum Property Standards. k. Install a footing drain tile system, complete with sump, for each lot. 1. Construct and sod drainage swales and emergency overflow swales as shown in "yellow" on the Development Plan. Nw 342 LETTER OF AMENDMENT NORT"WESTERN NATIONAL BANK OF MINNEAPOLIS it'TERNATIONAL BANKING DEPART VT Minneapolis, Minnesota 55480 RE CREDIT N0. - 36353 ACCOUNT - New Horizon Homes, Inca DATE November 6, 1979 THE ABOVE LETTER OF CREDIT IS AMENDED AS FOLLOWS: 1. On Original Credit add to Beneficiary Officially Signed Statement the following words "or has not paid project 75-2 and project 75-3 levied and deferred special.assessments as per agreement with City of Chanhassen or has not.performed its other obligations as per agreement with City of Chanhassen". ALL OTHER CONDITIONS REMAIN UNCHANGED I City of Chanhassen TO 7610 Laredo Drive Chanhassen, Mn. 55317 F a4��l (� AUTHORIZED SIG URE AUTHORtZED SIGNATUR Gc� IBM --7�- - - ' - - '. --------_- ! v � ~ /L � i i / / �� i e4 2kT OR it� pT'Tlts+1 q.� j`D DEPARTMENT OF HOUSING ARID URBAN DEV` ' E_tj='MEN T AREA OFFICE 6400 FRANCE AVENUE SOUT,i MINNEAPOLIS, MINNESOTA 5.5435 REGIOkw v ia�r 5 1979 300 Sout7j Wac4:er Drive Chlc;igo, TI:IRo s 6,1606 Minneapo l:i s, Minnesota 55435 Mr. Robert Burger New Horizon Homes, Incorporated 3131 Fernbrook Lane North Plymouth, Minnesota 55441 Dear Mr. Burger: Subject: Subdivision. No. 3899 Chaparral-2nd Addition (Doubles) Chanhassen, Minnesota ic��L- 11/�qjI IN REPLY REFER TO: HS V: DO Enclosed is our Subdivision Report dated NOV j979 covers all lots in tle suLdivisiori. p which self This report, we believe, is �'- �t lanatorv. Sub-j'ct to the conditions of this -report, 1IiA will. accept application;: for mortgage :ir_suraiZcc on individual. prop - and in t;:�is tract_„ �lny chanhas in this plan must be reviewed and accepted by this office. Sincerely, Thomas T. Feeney Area Manager �.:nclosures cc: Veterans Administration Metropoi.itan Council. ,vCity Engineer of Chanhassen �234.56?e imj WILLIAM D. SCHOELL �f CARLISLE MADSON JACK T. VOSLER JAMES R. ORR HAROLD E. DAHLIN LARRY L. HANSON JACK E. GILL RODNEY B. GORDON THEODORE D. KEMNA JOHN W. EMOND KENNETH E. ADOLF WILLIAM R. ENGELHARDT BRUCE C. SUNDING R. SCOTT HARRI DENNIS W. SAARI GERALD L. BACKMAN City of Chanhassen c/o Mr. Bob Waibel, Assistant City Manager Chanhassen, Minnesota 55317 Gentlemen: SCHOELL & MAOSON, INC. ENGINEERS AND SURVEYORS 36-7601 • 50 NINTH AVENUE SOUTH • HOPKINS, MINNESOTA 55343 OFFICES AT HURON, SOUTH DAKOTA AND DENTON, TEXAS December 21, 1979 Subject: Chaparral Plat 3 With reference to the above named development, we herein wish to transmit information as to the amount of a Letter of Credit to be furnished by New Horizon Homes, Inc. The follow- ing numbers are based on the developer's estimates as submitted in Mr. Frank's letter of December 4, 1979. Sanitary Sewer construction Watermain construction Storm Sewer construction Streets Total Construction Cost Engineering, staking, inspection, etc. at 10% Total Estimated Cost Amount of Letter of Credit - 110% Please advise as to questions. JROrr:sg $ 97,794.90 136,880.00 66,647.50 77,916.50 $379,238.90 37,923.89 $417,162.79 $458,879.06 Very truly yours, SCHOELL & MADSON, INC. 1yt r`�a DCC1979 =' VILLAGE bF GHANHA_SSX;, A MINN Q, N �. 7s RUSSELL H. LARSON CRAIG M. MERTZ J x`�y)UII 0 0 r OF COUNSEL HARVEY E. SKAAR MARK C. McCULLOUGH LARSON & MERTZ ATTORNEYS AT LAW 1900 FIRST NATIONAL BANK BUILDING MINNEAPOLIS) MINNESOTA 55402 December 17, 1979 Bob Waibel Assistant Manager/Planner Box 147 Chanhassen MN 55317 Re: Chapparal, Phase II Dear Bob: TELEPHONE (612) 335-9565 In my letter of October 19, 1979 I suggested that the developer be required to file with the City a letter of credit equal to 1000 of the amount of the deferred and levied special assessments against the property as a result of the Carver Beach and Greenwood Shores improvement projects. On November 19, 1979 Mr. Frank of New Horizon Homes met with the City Council. At that meeting he indicated that his company was willing to partially guarantee the special assessments with a letter of credit, however, they were unprepared to provide a letter of credit for 100% of the amount in question. I was also present at that session of the City Council. At that time I reviewed with the City Council the amounts of the various deferred and levied special assessments set forth on pages 8,9, and 10 of the development contract. According to the minutes of that meeting, the staff was directed to negotiate the matter with New Horizon Homes and a 33% guarantee of the amount of the so-called deferred assessments was suggested by the Council. The sum of the deferred and the levied assessments is $556,771.00. The deferred portion of that amount is $424,304.00. 33% of that amount is $141,434.66. I have had a discussion with Mr. Frank by telephone and he has indicated that his firm would agree to filing a letter of credit in the amount of $152,000. This letter of credit would be in addition to the letters of credit filed for the purposes of guaranteeing completion of public improvements. In view of the City Council motion of November 19, 1979, I recommend adoption of the $152,000.00 figure as the appropriate amount for the special assessments letter of credit. The developer's letter of credit for public improvement construc- tion activities will be reduced from time to time upon the recommendation of the City Engineer. It is our feeling that the special assessments letter of credit should not be eligible for a reduction until all of the assessments described in the development contract have been paid in full. y truly yours, CRAIG NY. MERTZ QMM;ner ++ "I Minnesota Pollution Control Agency The Honorable Walter Hobbs Mayor, City of Chanhassen DEC 14 1979 7610 Laredo Drive Chanhassen, Minnesota 55317 Dear Mayor Hobbs: Enclosed is a copy of Permit Number 11463'for construction and operation of a sanitary sewer extension in Chanhassen. Please review the permit carefully, and let us know if you have any questions concerning it. You may contact me at the above addressor call (612) 296-7246. Sincerely, ( 2 d �) 11 - . 6�-� Perry T."Beaton, P.E. Chief, Facilities Section Division of Water Quality PTB/MyMH:jm Enclosures cc: Chanhassen City Council, c/o City Clerk Suburban Engineering Metropolitan Council Metropolitan Waste Control Commission MCy979 RECEIVEDCn r 00 .ViL,"Gir OR, e; ,CHAN14ASf W14 -4 0 MINK 1935 West County Road 132, Roseville, Minnesota 55113 Regional Offices . Duluth / Brainerd / Detroit Lakes / Marshall / Rochester / Roseville Equal Opportunity Employer IIL;J)w . Minnesota Pollution Control Agency NUCF PERMIT FOR CONSTRUCTION AND OPERATION OF DISPOSAL SYSTEM Chanhassen Carver County Pursuant to Authorization by the Minnesota Pollution Control Agency, and -in accordance with theprovisions of Minnesota Statutes, 1976, Chapters 115 and 116, plans are.approved and a permit.is hereby granted to the'City of Chanhassen for construction and operation of a sanitary sewer extension in Chanhassen. The facilities consist of 4,635 linear feet of 8-inch and 920 linear feet of 10-inch sanitary sewer pipe. The facilities are further described in plans and specifications, designated "Chaparral 2nd Addition" received November'8, 1979, prepared by Suburban Engineering, Inc., for the City of Chanhassen. SPECIAL CONDITION The permittee shall comply with all rules, regulations and requirements of the Minnesota Environmental duality Board prior to construction of the proposed project.. Sincerely, �--� ,.d Ez/_ PerryT. Beaton, P.E. Chief, Facilities Section Division of Water Quality PERMIT NUMBER: 11463 DATED: DEC 14 1979 1935 West County Road 62, Roseville, Minnesota 55113 Regional Offices • Duluth / Brainerd / Detroit Lakes / Marshall / Rochester / Roseville Equal Opportunity Employer CITY OF r 7610 LAREDO DRIVE *P.O. BOX 147oCHANHASSEN, MINNESOTA 55317 (612) 474-8885 December 14, 1979 Mr. Greg Frank New Horizon Homes, Inc. 3131 Fernbrook Lane No. P.O. Box 1367 Mpls., Mn. 55440 Dear Greg: Please note the attached lettersdated November 15, 1979, and December 12, 1979 from City Engineer, Jim Orr regarding the letters of credit adjustments for work completed in Chaparral First and Second Addition. In addition to the amounts recommended in these letters, Assistant City .Attorney Craig Mertz has indicated to this office that the special assessment security for Phase II is to be in the amount of-$152,200. Based upon the above, Northwestern Bank..letters of credit no. 34555 and 36353 may be adjusted from $519,370. to $253,370 and from $1,163,260. to $478,345. respectively. If you have any questions, please do not hesitate to contact me, Sincerely, Bob Waibel Ass -It. City- k4gr /-LUC - BW:njo cc: Don Ashworth Craig Mertz Jim Orr Kay Klingelhutz P.S. As per our discussion of the other day, please note that the City Engineer and City Attorney offices have estimated their. costs for third addition review to be approximately $1200. Taking into account the current escrow deficit of $2,712.74, a minimum initial deposit of_$8,912.74 should be posted with the City Treasurer before further review may take place. Thank you. WtL_ 11A `11SCHOELL C--C,LISLE MADSON JACK T. VOSLER JAVIES R. ORR HARCLD E. DAHLIN LARRY L. HA.NSON JACK E. GILL RODNEY B. GORDON THEODORE D. KEMNA JOHiN W. EMOND KENNETH E. ADOLF WILLIAM R. ENGELHARDT BRUCEE C. SUNDING R. SCOTT HARR1 DENNIS W. SAARI GERALD L. BACKMAN SCHOELL & MAOSON, INC. ENGINEERS AND SURVEYORS 38-7601 • 50 NINTH AVENUE SOUTH • HOPKINS, MINNESOTA 55343. OFFICES AT HURON, SOUTH DAKOTA AND DENTON, TEXAS December 12, 1979 City of Chanhassen c/o Mr. Bob Waibel, Assistant Manager P. O. Box 147 Chanhassen, Minnesota 55317 Subject: Chaparrel II. Gentlemen: With reference to New Horizon's request for a reduction of the letter of credit for Chaparrel II, we recommend such reduction in the amount of $837,115. This is based on the information furnished by the developer. Very truly yours, SCHOELL & MADSON, INC. JKO rr : b k WILLIAM D. SCHOELL CARLISLE MAOSON JACK T. VOSLER JAMES R. ORR HAROLD E. OAHUN LARRY L. HANSON JACK E. GILL ROONEY B. GORDON THEODORE D. KEMNA JOHN W. E .'IONO KENNETH E. ADOLF WILLIAM R. ENGELHARDT BR.UCE C. SUNOING R. SCOTT HARRI DENNIS W. SAARI GERALD L. BACKMAN Mr. Bob Waibel, Assistant Manager City of Chanhassen Box 147 Chanhassen, Minnesota 55317 Bear Mr. Waibel: SCHOELL & MAOSON, INC. ENGINEERS AN❑ SURVEYORS 38-7501 • 50 NINTH AVENUE SOUTH • HOPKINS. MINNESOTA 55343 OFFICES AT HURON. SOUTH DAKOTA AND DENTON. TEXAS November 15, 1979 Subject: Chaparral 1 and 2 Bond Reduction Requests. Pursuant to a request from New Horizon Homes, Inc., we herein comment on the status of the above -named projects. Phase I - Based on our observation, the request to reduce the bond by $266,000 appears in order. Phase II -.All utility work is complete, plus all curbs and gravel with the exception of M.S.A.S. No. 101. The pond work is 80 percent complete as we are able to estimate. We do not have specific cost breakdowns (contracts) other than their October 29, 1979, letter. Mr. Frank wanted a response today -- thus this letter is submitted with- 6ut our 'specific 'dollar recommendation for Phase II. We had asked for this information, but have not yet received it. - Very truly yours, -,.SCHOELL & MADSON, INC- . .. .TP.Orr: bk WILLIAM D. SCHOELL CARLISLE MADSON JACK T. VOSLER JAMES R. ORR HAROLD E. DAHLIN LARRY L. HANSON JACK E. GILL RODNEY B. GORDON THEODORE D. KEMNA JOHN W.EMOND KENNETH E. ADOLF WILLIAM R. ENGELHARDT BRUCE C. SUNDING R. SCOTT HARRI DENNIS W. SAARI GERALD L. BACKMAN SCHOELL & MAOSON, INC. ENGINEERS ANO SURVEYORS (612) 938-7601 • 50 NINTH AVENUE SOUTH • HOPKINS, MINNESOTA 55343 OFFICES AT HURON, SOUTH DAKOTA AND DENTON, TEXAS December 12, 1979 City of Chanhassen c/o Mr. Bob Waibel, Assistant Manager P. 0. Box 147 Chanhassen, Minnesota 55317 Subject: Chaparrel II. Gentlemen: With reference to New Horizon's request for a reduction of the letter of credit for Chaparrel II, we recommend such reduction in the amount of $837,115. This is based on the information furnished by the developer. JROrr:bk Very truly yours, SCHOELL'& MADSON, INC. CO DEC1979 "O1 ,L0 RECEIVED a I:t VILL,AQE bF, COO CHANHASSMN, �?l MINK. f ^ ' -82 ZZ9ti�'� '1 WE 1 Bob Waibel City of Chanhassen P.U. Box 147 Chanhassen, Minnesota 55317 Re: Chaparral Plat 3 Chanhassen, Minnesota. Dear Bob: NEW HORIZON HOMES, INC. BUILDING TOMORROWS DREAMS TODAY 3131 FERNBROOK LANE NORTH P.O. BOX 1367 MINNEAPOLIS, MINNESOTA 55440 612-559.5770 December 4, 1979 Attached is a proposal schedule with cost estimates for Chaparral 3. We are submitting this information for your use in determining the required bond amount for this project. Our estimates were done by Suburban Engineering. Since we are interested in filing Plat 3 in early January, we are copying Craig Mertz and Jim Orr. We understand that Mr. Orr will recommend bond requirements for this project and Mr. Mertz will provide an addendum to the Chaparral development contracts to incorporate Plat 3. If you should have any questions, please advise. Ver,tr y urs, Gregory J. Frank, P.E. Land Development Manager CC: Jim Orr Craig Mertz enc. GJF/lmf C 197 J 1 RECEIVED �a VILLAGE OF CHANHASSEN, r J MINN. e• �.�' i 0V 1 9( �j'r - `� �m jam( �n ftff LJ L , ©F U �ln]MM U �1F�1LS SUBURBAN ENGINEERING., ,NC. Main Office 571-6066 South Office - 890-6510 6875 Highway No. 65 N.E. 1101 Cliff Road Minneapolis, Minnesota 55432 Burnsville, Minnesota 55337 DATE -NO. To 3131 North Fernbrook Lane JOI3 ATTEN RE: GENTLEMEN: WE ARE SENDING YOU J-RL Attached ❑ Under separate cover via_— —the following items: ❑ Shop drawings` ❑. Prints ❑ ,Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order 1�14 COPIES DATE DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For. approval ❑ 'Approved as submitted - . For. your use Q 'Approved as .noted .. YL As .requested ❑`Returned for corrections d t D- REMARKS ❑ Resubmit copies for approval ❑ Submit._____._copies for distribution ❑ Return corrected prints ❑ For review an commen- ❑ FOR BIDS DUE _ 19 _ . ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO FORM 240-2 — Available from s se56 Groton. Mau 61450 r SIGNED: If enclosures are not as noted, kindly notify us at once. ITEM NO. PROPOSAL SCHEDULE PROJECT NAME Chaparral 3rd Add. OWNER _ TYPE OF WORK Sanitary Sewer PROJ. NO, New Horizon_Ho-mes__ ___ 79.67 SHEET __OF CONTRACT ITEM UNIT I UNIT CONTRACT PRICE QUANTITY AMOUNT SANITARY SETTFR 1. 8" PVC 0' -8' Deep 2. 8" PVC 8'-10' Deep 3. 8" PVC 10'-12' Deep 4. 8" PVC 12'-14' Deep 5. 8" PVC 14' -16Deep. 6. Standard M.H. 0'-8'' Deep 7. Excess. Depth over 8' 8. Construct outside drop on exsistinp, M.TT. 9. Cut in 4" on 10" Wyes 10.. 6" on 8" Wyes 11. 4" on 8" Taves 12. 4" on 6" Wyes 13. 4" on 4" Wyes 14. 6" PVC Bends 15.. 4" PVC Bends 16. 4" CISP Bends 17. 6" PVC 18. 4" PVC 19. 4" CISP 20. 6" Clean outs 21. 4" Clean outs 22. Crushed rock for Pine ` stabilization F. F. .F. .r. .F. a, .F. a. �a. .a. ,a. �a. .a. ,.a. F. F. .F. :a. ;a. on�' /oTA t q Zo 1110 lie! 7/0T /bCca a? 3ov�" 402 is.`°' Zo 7- 7 ?-= 7 00 G °- /00°G /oo°" G p3 180 1286 135 135 55 11 17. 1 3 23 a 100 1 56 5 104 4018 429 3270 29 1 70 I(rS'G°O N-5 31 �= J ' I 19.1 Go 1600 12± jov6_0 I L.S °d Z ?18 SO- 4GOOT? 3sroo 30 `�38 qo 3 c'03°O `14 Zo°o 2� &0 ov. 4 Z41 °- PROPOSAL. SCHEDULE owNER r PROJECT NAME Chaparra.I. 3rd Aid. NeTV Horizon IIones — TYPE OF WORK Watermain --~— ITEM CONTRACT ITEM PROJ. N0. 7� % SHEET --OF NO. UNIT UNIT 1 3 .5 6, 7. J , 9. I0. I1. 12 13. PRICE T,1ATF. �'fA II? . E" D1F [�Tatermai n MQUAN . 6" Cate valve Fr Box L.F. La.'1oo°Oval,re qs°Hydrant with Aux. Gate & box Ea. Gsv0012" Corporation Cook I�r S Ea 5 ov ervice Lead Cross. I'„XI2Xl, Tee Tee 12 : X1 Bend I" ICorporation , Cock Service 1" Curb Stop & Box Fittings . L. F, Ia. Pa. lEa . Fa. 11 I, 1 �a. L.F Lb. T -rya 30 4077 13 69 21 .6 4764 142 1350 .1 (;. - :y'Pf-,r PROJECT NAME Chaparral 3rd Add. PROPOSAL SCHEDULE OWN ER New HorizonHomes OF WORK Storffi Sewer PROJ. N0. 77-67 SHEET .__uF ITEM CONTRACT ITEM UNIT UNIT CONTRACT N0. PRICE QUANTITY AMOUNT T- I 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. STORES SEWER 12" RCP CI IV 18" RCP CL III 36" RCP CL III 48" RCP CL IV 48" RCP CL IV long radius bends. Standard I.I.H. 01--8':Deep Excess .Depth over 3' Deep Standard tee section S.H. . r8►' -.8' 'Jeep Excess Depth over 8' Deep Tee section catch basin M.H. 5' Deep Excess depth over.5' Deen Special catch basin MAI, 84" Dia. Standard Catch Basin F. F. F. :aF .a. .F. a. F. a.. . F. .S. 14S 1BT 33 �0 ZbC�' 7l0 00 /000 �= 7012-, / a00 °= 7o 35Z2o°° 575 °-o $%kn•1 sc 311 4&S4.V 650 I1-10000 417 14011 k2 678 Z03(10oq 6 6 12.2' 1 l Gop 6� 11. 5 b0c, 1 ) 060 °= 10.6 74t= 1 3Sb 5 2 8 -rs- wtn GGG47� PROPOSAL SCHEDULE PROJECT NAME Chaparral 3rd addition OWNER TYPE OF WORK Streets PROJ. NO. New Horizon Homes 79-67 SHEET __OF ITEM NO. CONTRACT ITEM UNIT UNIT PRICE CONTRACT QUANTITY AMOUNT 1. Sub Grade 'Preparation RdSt roo°°' 19.5 J45o`n? 2. City Standard Curb & Gutte L.F. Ge 4057 24370��° 3. Class IV aggregate Base Ton 8°° 2128.2 4o 100% crushed quarry rock 4. Bit, Mix. for base spec Ton 721.2 icolg62 2331 5. Bit. material for Mix. Ton 143°° 50.9 ZO- 1LI8 6. Tack Gal. 4} 0 327.7 yoq;.0 7. Bit. Mix. for wear Spec Ton 1Z0 540.9 Gi4l;zi 2341, 8. Bit.material for Mix, Ton 143e 37.9 sN 15 ' T07 S7m �7- r, I I I I I Mr. Bob Waibel City of Chanhassen P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chaparral Chanhassen, Minnesota. Dear Bob: NEW HORIZON HOMES, INC. BUILDING TOMORROWS DREAMS TODAY 3131 FERNBROOK LANE NORTH P.O. BOX 1367 MINNEAPOLIS, MINNESOTA 55440 612-359-5770 November 26, 1979 � 2 282930,'7 NOV1979 RECEIVED VILLAGE OF CHANHASSEN, MINN. ram. On October 10 and 29, 1979, we submitted requests for reductions in our letters of credits for Chaparral 1 and 2, respectively. Since then, the City has allowed a reduction in the letter of credit requirements for special assessments. As a result, we are submitting the following summary of requests for letter of credit reductions: Phase I (Letter No. 34555) Original Letter of Credit Amount $519,370.00 Less: Reduction Request-266,000.00 Outstanding Letter of Credit Amount $253,370.00 The Phase I reduction request of $266,000.00 was approved by Schoell and Madson, Inc. in their November 15, 1979 correspondence. Phase 2 (Letter No. 36353 Original Letter of Credit Amount Special Assessments Security Subtotal Less: Reduction Request Outstanding Letter of Credit Amount $1,163,260.00 152,200.00 1,315,460.00 - 837,115.00 $ 478,345.00 The Phase 2 reduction request of $837,115.00 is in agreement with the amount requested in my October 29, 1979 correspondence. Schoell and Madson, Inc. had reviewed this request, and in their letter of November 15, 1979, stated that "all utility work is complete, plus all curbs and gravel with the exception of M.S.A.S. 101". The actual completed work to date is greater than our reduction request. However, the work that Schoell and Madson, Inc. approved is summarized as follows (based on the attached proposal from Thomas Montgomery Construction): November 26, 1979 Page 2 Chaparral - Letter of Credit Reductions Utilities (100% completed) Streets Subgrade Preparation 7,515.00 Aggregate Base Class V, 100% crushed rock 31,024.50 City Standard Curb and Gutter 64,659.92 Subtotal Total Phase 2 Work Completed Engineering Work (10%) Additional 10% for Bonding Total Allowable Bond Reduction Request $621,831.15 103,199.42 $725,030.57 72,500.00 79,700.00 $877,230.77 We trust that the above clarifies the status of our requests for reductions in our letters of credit. At this time, we will need a letter from the City approving the $266,000.00 and $837,115.00 reductions in letter #34555 and letter #36353 respectively. If you should have any questions, please advise. Very truly yours, 2l Grego y J. Frank, P.E. Land Development Manager GJF/lmf enc. cc: Jim Orr Marlys Wilson 3b CITY OF CHANHASSEN 7610 LAREDO DRIVEOP 0 BOX 1470CHANHASSEN, MINNESOTA 55317 (612) 474-8885 MEMORANDUM TO: Mayor and City Council FROM: City Manager, Don Ashworth DATE: November 19, 1979 SUBJ: Reconsider Development Contract Language - New Horizon Homes Attached please find a request from New Horizon Homes requesting that the letter of credit, guaranteeing payment of special assessments for previous public improvement projects, be reduced from the present 1000 level to a 20% level. Past practices and current policies do not provide a firm foundation upon which this office can make a recommendation, i.e: 1). Most projects previously carried out have been projects involving numerous property owners and were completed with assessments being placed against such individual properties. In these cases, no letter of credit (guaranteeing repayment of those assessments) can be mandated under state law. 2). Over the years, the city has received numerous requests from developers to carry out public improvements within their subdivisions and have the assessments spread against the lots benefitting. A majority of these were denied;, however, there have been several examples of where this has occurred. In most of these, the "years of assessment" was reduced from a typical 10 to 15 year schedule to a 3 to 5 year schedule. A letter of credit did not exist for most of these projects and such would not be necessary except, as in the case of the W. 79th Street improvements, lots were not sold as anticipated and the developer did not pay assessments as levied by the city. In this type of case, the city is required to use interim financing to make debt payments while waiting to receive monies from the developer from either "development sales" or "forced sales" of the properties. 3). In recent years, the city council has, for the most part, not carried out public improvements within new subdivisions. Where this has occurred, the council has then shortened Mayor and Council -2- November 19, 1979 the number of year•.s of assessment and has required a letter of credit to provide additional security to the city. In the case of Ecklund and Swedlund, the letter of credit approximated 20% of the outstanding assessments. In the case of the business park (this was not a typical "developer subdivision" as such involved several owners) the city required the major developer, Dunn and Curry, to provide a letter of credit approximating 33% of the assessment amount. 4). The City Council has, during the past two months, stated their intention to review the above general policies for new subdivisions. Specifically, the council has been concerned with the overall bond rating of the city and, although no.new subdivision request has been acted upon, the council has generally stated that such would not be considered unless it did not affect the city's bond rating. To accomplish this, a letter of credit in the amount of 100% of assessments would be required. Again, this policy has not been acted upon by the council and has only been generally discussed as it relates to the requests of Hansen and Klingelhutz and Ecklund and Swedlund (phases II and III). Again, it should be noted that the above chronology of public improvement financing relates primarily to new developments. In the specific case of New Horizon, improvements within the development.will be paid solely by the developer and a letter of credit in the amount of 100% has been received to assure that these improvements are made. It is not the new streets, sewer, water, etc. which is in question. The question being raised by New Horizon is the necessity for them providing 100% guarantee of assessments for the previously assessed Carver Beach and Greenwood Shores sewer and water project as it ttaversestheir property. Based upon the fact that the developer has agreed to shorten the number of years from that assessed in the Carver Beach/Greenwood Shores project area (15 years) to 3 years and as the assessments for which a letter of credit is being requested is associated with the larger Carver Beach/Greenwood Shores project and not solely benefitting the developers , this office would recommend that the city council consider some form of reduction in the letter of credit requirement. Lo"'i Jb Qom" kil NEW HORIZON HOMES, INC. BUILDING TOMORROWS DREAMS TODAY 3131 FERNBROOK LANE NORTH P.O. BOX 1367 MINNEAPOLIS, MINNESOTA 55440 612-559-5770 November 19, 1979 Bob Waibel City of Chanhassen P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chaparral Plat 3 Chanhassen, Minnesota. Dear Bob: In early September, 1979, we had Suburban Engineering submit plans and specifications for Chaparral Plat 3 to Shoell Madsen, Inc. for their review. On September 19, 1979, Mr. Ray Jackson of Shoell Madsen acknowledged receipt of the plans in a letter to Don Ashworth and indicated a problem with the servicing of the quadraminiums and duplex units. A meeting to resolve this problem was subsequently held and on October 22, 1979, Mr. Ashworth acknow- ledged in a correspondence to myself that our proposed method of servicing the units was acceptable to the City. Since that date, we have not received any additional correspondences regarding the review of the plans/specifications for Plat 3. It may be that your engineers letter of September 19 contained all the problems of their review, and no additional review is necessary. Our problem is that we wish to construct a portion of the utility work in Plat 3 this year, and there is some question as to whether the plans/specifi- cations have been approved. We have plans for our utility contractor to move into Plat 3 on Monday, November 26. At this time, we request that you review the status of the plans/specifications for Plat 3 so that all problems can be resolved. Your early review of this matter would be greatly appreciated. If you should have any questions, please call me at 559-5770. vegy trt}T voors, 9fegokylJ: Frank, P.E. Land Development Manager cc: Don Ashworth Jim Orr Tom Bosak GJF/lmf '11 WIN CIT1 , 300 Metro Square Duildi-t,r. Saint. Paul, Minnes(,)t<i 551(,si Telephone 612/291-63 59 March 5, 1980 Thomas T. Feeney, Area Director Minneapolis -St. Paul Area Office Department of Housing & Urban Development 6400 France Avenue So. Edina, Minnesota 55435 RE: Subdivision No. 4011 (Single -Family) Chaparral - 4th Addition Chanhassen, Minnesota Metropolitan Council Referral File No. 8045-1 Dear Mr. Feeney: At its meeting February .28, 1980, the Metropolitan Council considered the above federally -guaranteed housing program application. The Council found this project, as currently submitted, involves no major conflict with areawide plans and goals. A copy of the Council's detailed comments on this project is attached. I call your attention to the summary and recommendation section of the report. Thank you for the opportunity to comment. Sincerely, METROPOLITAN COUNCIL Charles R. Weaver Chairman CRW:vv Enclosure cc: John C. Madison, Vice Pres. of Const. New Horizoniomes Don Ashworth, City Manager, City of Chanhassen ✓ , &5 6 7 8,9J� Pam Shelton, Metropolitan Council Staff �n, ++�► �jJ MAR 1980 Cn RECEIVED CIO VILLA(;E OF CHANHASSEN V� �� MJNN. An A].{•.,,ncy ere.ited to Coordinate the Planning and l)evt,]c: ment of the Twin Cities Metropolitan7C_nn Anoka Count y 1 �� Carver (;ount llakota County Henne Diu C mty C R �:.1se y i)Q1.1111 y Srot.t Cciunty 0 W11a County !.D RE::u)PUIENDA1:IONS THE METROPUL TAN COL;.. r .;_"Velopment Section � Council File ^.8045-1 Date 2-15-80 Name of Project Cha^arral nth Add. Applicant New Horizon Homes, Inc. Municipality Chanhassen County Carver Council_Pi_st cict- 16 I. Description of Project: Program (Subd. 221d4, Section 8, etc.) Subd. Feas. Number and Type of Units Develop 47 single family lots; Built 47 si_-i�je family - -- _ homes Purchase Price or Monthly Rental S75,000 - S95,000 II. Proposed Project Will be Located Within: 197:6-1980 Urban Service Area x 1981-1990 Urban Service Area Freestanding Growth Center Rural Town Ctr. Rural. Service Area III. Relation to Local Comprehensive Plan and Review by Local Community: . REvISLD -Yes No Local comprehensive plan reviewed by Council and found consistent. . . . . . . . . . . . . . . . . . . . . . . . X_ Projec-E--compatible with current comprehensive plan . . . . X Project reviewed by local planning commission . . . . . . .X All necessary municipal approval granted . . . . . . . . X IV. Availability of Services to Site: Sewer Service (Central x Individual Water Service (Central X Individual ) _-- Metro highway system entrance within 3 miffs . . . . . . . x Puss transit within h mile . . . . . . . . . . . . . . . . X Park area within J� to 1 mile . . . . . . . . . . . . . . . X Shopping centers: Neighborhood (grocery, drug, laundry, gas) within � mile x Community -(variety, clothing., restaurant) within 2.miles X Regional center (diversified -services) within 10 miles x Day care within 8 to 10 miles . . . . . . . . . . . . . . x Health care facilities within 30 minutes . . . . . . . . . x V. School capacity adequate to accommodate additional enrollment created by proposed development . . . . . . . . x VI. Development Will Adversely affect the Following Metro System: Yes No Environmental . . x Parks and Open Space . . . x Transportation x Airports . . . . . . . . . X _ Sewer . . . . . x Other Impacts . . . . . X VII. Diversity of Housing Type and Costs: Will project serve most urgent needs of low and moderate incomegroup? . . . . . . . . . . . . . . . . . . X Will project serve to diversify housing costs in community? . . . . . . . . . . . . . . . . . . . . . x Will project serve to diversify housing type in community?^ *See comments Council File 8G4:,)--i . ' Comments The proposed subdivision, Chaparral 4th Addition, to be located in Chanhassen, will be developed into 47 single.family lots. Flans also include the building of 47 single family homes. The homes will sell in the $75,000 to $95,000 price range. Although the revised Comprehensive Plan for the City of Chanhassen has not yet been approved by the Metropolitan Council, the project is compatible with its current Comprehensive Plan. Both the Planning Commission and the City Council have given this project final approval. The project will be serviced by central sewer and water. All neighborhood and community services are within excellent proximity from the site. MTC service is available. Transit stops are within two blocks from the site. No major adverse environmental impact is anticipated. However, no grading plan was provided which would show the surface water drainage system, current soil and ground water conditions and suitability of the area for development. The city should care- fully examine the development for these conditions before approving the final plan. The project will not meet the most urgent need in terms of providing housing for low- and moderate -income persons, nor will it serve to diversify the type of housing available in Chanhassen. Recommendation The project as currently submitted involves no major conflict with areawide plans and goals. Riley- Purgatory Creek Watershed District March 7, 1980 Mr. Bob Weibel City Planner City of Chanhassen 7610 Laredo Drive Chanhassen, Minnesota 55317 Re: Chaparral 4th Addition Dear Mr. Weibel: 8950 COUNTY ROAD #4 EDEN PRAIRIE, MINNESOTA 55343 The engineering advisors to the Board of Managers of the Riley -Purgatory Creek Watershed District has reviewed the preliminary plans as submitted to the District for Phase 4 of the Chaparral Development in Chanhassen. The following policies and criteria of the Watershed District are applicable to this project. 1. In accordance with Section E(2) of the'Di.strict's revised Rules and Regulations, a grading and land alteration permit will be required for this proposed project. Accompanying this permit application, a detailed erosion control plan outlining how sediment will be con- trolled from leaving the altered areas on the site both during and after construction must be submitted to the District for review and approval. 2. The District will require that a detailed grading plan showing both existing and proposed contours be submitted to the District for review and approval. 3. A detailed storm sewer plan, including a plan for the stabilization of the existing drainagcnaay must be submitted to the District for review and approval. Thank you for the opportunity to comment on this development at an early date. If you have any questions regarding the District's comments, please contact us at 920-0655. RCO/111 cc: Mr. Conrad Fiskness Ms. Desyl Peterson Mr. Greg Frank Sincerely, C Rob rt . Obermeyer BARR ENGINEERING CO. Engineers for the District MAR 1980 RECEIVED VILLAGE of w� .CHANHgSS�N, M1NN. GPI PC February 21, 1980 �•4r.: `i. '-enev, Area Director Minnea20''s-St. P-.ui Area Office Dep&,-tmen,. of Housing & Urban Devalopmer.it 6400 France Avenue So. Edina, %Iir,nesota 55435 RE: Subdivision Nos. 3993 and 3995 Chaparral - 3rd Chanhassen, YIN 3993 - Quads - 100 Lots 3995 - Doubles - 16 Lots Metro olitan Council Referral File No. 7874-1 Dear Mr. Feeney: At its meeting February 14, 1980, the Metropolitan Council con .idered the above federally -guaranteed housing progr airi applicati-_n. The Council found this project, as currently submitted, involves no major conflict with areawide plans and goals. A copy of the Council's detailed comments on tars project is attached. I call your attention to the summary ana recoi.amendazion section of the report. Attacned is a letter from the Ca + - r �r SOli and VVCi�.�t Cc=iLcr Vat rv.t District commenting on this project. Sincerely, METROPOLITAN COUNCIL Charles R. Weavar Chairman CRW.emp `y ZZti ' Attachments cc: John C. Madison, Vice. Pres. , New Horizon T.Ioiaes, inc.. Don Ashworth, Mgr., City of Chanhassen Dennis Hoese, Chairman, Carver S&WCD Pam Shi�lton, Metropolitan Council Staff t Li 19 • COMMENTS Ai'- )RECOMP1ENDATIONS OF THE ME^"-'OPOLITAN COUNCIL Development Section Council File No. 7874-1 Date 1-2,. Name of Project Chaparral-3rd Addition Applicant New Horizon Homes, Inc. I Municipality Chanhassen -County—Carver Council. _Dstrict 16.-- I. Description of Project: Program (Subd. 221d4, Section 8, etc.) Subd. Feas. Number and Type of Units l)evP1 nn -116 lots for �cluad F, dunleY homes. Purchase Price or Monthly Rental $56,000 - $70,000 II. Proposed Project Will be Located Within: 1976-1980 Urban Service Area x 1981-1990 Urban Service Area Freestanding Growth Center Rural Town Ctr. Rural Service Area III. Relation to Local Comprehensive Plan and Review by Local Community: REVISED -Yes No Local -comprehensive plan reviewed by Council and found consistent. . . . . . . . . . . . . . . . . . . . . . . . x Project compatible with current comprehensive plan . . . . . x Project reviewed by local planning comm..ssion . . . . . . X. All necessary municipal approval granted . . . . . . . . . x IV. Availability of Services to Site: Sewer Service (Central X Individual ) _ Water Service (Central Individual ) Metro highway system entrance within 3 m-ifes . . . . . . . X Puss transit within h mile . . . . . . . . . . . . . . . . X Park area within ;� to 1 mile . . . . . . . . . . . . . . . x Sho�ppir_g_ centers: Neighborhood (grocery, drug, laundry, gas) within � mile x Community (variety, clothing, restaurant) within 2 miles X Regional center (diversified services) within 10 miles x Day care within 8 to 10 miles . . . . . . . . . . . . . . x Health care facilities within 30 minutes . . . . . . . . . x V. School capacity adequate to accommodate additional enrollment created by proposed development . . . . . . _x VI. Development Will Adversely affect the Following Metro System: Yes No Environmental . X Parks and Open Space X Transportation x Airports . . . . . . . . . X Sewer . . . . . X Other Impacts . . . . . . X VII. Diversity of Housing Type and Cost: Will project serve most urgent needslof low and moderate income group? . . . . . . . . . . . . . . . . . . . . . _ X Will project serve to diversify housing costs in community? . . . . . . . . . . . . . . . . . . . . . X Will project serve to diversify housing type in community? X *See comments `%- .- ) C—incil File 7874-1 Comments The proposed development, Chaparrel 3rd, to be located in Chanhassen, will be developed into 116 lots for quadraminium and duplex home- ownership. The plan is to build :tomes in the, $56,000 to $70,000 price range. Although the revised Comprehensive Plan for the City of Chanhassen has not yet been reviewed by the Metropolitan Council, the project is compatible with the current Comprehensive Plan. Both the Plan- ning Commission and the City Council have given this project final approval. The project will be serviced by sewer and water. All neighborhood and community services are within excellent proximity to the site. MTC'service is available within two blocks from the site. No major adverse environmental impact is anticipated. However, no grading plan was provided which would show surface water drain- age system, current soil and ground water conditions and suitability of the area for development. The city should carefully examine the development for these conditions before approving the final plan. The project will not meet the most urgent need in terms of providing housing for low- and moderate -income persons nor will it serve to diversify the type of housing available in Chanhassen. Recommendation This project as currently submitted involves no major conflict with areawide plans and goals. CARVER SOIL At' WATER CONSERVATION DISTRICT MINNESOTA L SOIL AND WATER CONSERVATION DISTRICTS Mr. John Rutford, Referral Coordinator Metropolitan Council 300 Metro Square Building 7th and Robert Streets St. Paul, Minnesota 55101 Dear Mr. Rutford: County Office Building Waconia, Minnesota 55337 Telephone (612) 442-2614 I January 31, 1980 Find attached Soil and Water Resources Inventory and Evaluation for New Horizon Homes, as requested by your letter of 1/23/80. Sincerely, tIL�.L72�2LQi it�c�-e�.c,J '4v Dennis Hoeee, Chairman Carver S&WCD DH/mh Enc. cc: New Horizon Homes, Inc. John C. Madison, Vice President of Construction Bob Waibel, Asst. Manager/Planner City of Chanhassen AN EQUAL OPPORTUNITY EMPLOYER y INVENTORY AND EVA' �UATIO SOIL AND VA.TER. RESOURCES FOR THE CARVER SOIL & WATER CONSERVATION DISTRICT COUNTY OFFICE BUILDING WACONIA, MINNESOTA 55387 NEW HORIZON HOMES HUD SUBDIVISION FEASIBILITY ANALYSIS FOR CHAPARRAL - 3RD CHANHASSEN, MINNESOTA METROPOLITAN COUNCIL REFERRAL FILE NO. 7874-1 SUBDIVISION 3993 - 13.03 ACRES QUADS - 100 Lots SUBDIVISION 3995 - 4.59 ACRES DOUBLES - 16 Lots REQUESTED BY: JOHN RUTFORD, REFERRAL COORDINATOR METROPOLITAN COUNCIL ST. PAUL, MINNESOTA REVIE14ED BY: DONALD C. BERG, DISTRICT CONSERVATIONIST USDA SOIL CONSERVATION SERVICE COUNTY OFFICE BUILDING WACONIA, MINNESOTA 55387 JANUARY 31, 1980 John Rutford, Referral Coordinator for the Metropolitan Council, has requested soils information on the following: New Horizon Homes HUD Subdivision Feasibility Analysis for Chaparral - 3rd Chanhassen, Minnesota Metropolitan Council Referral File No. 7874-1 Subdivision 3993 - 13.03 Acres Quads - 100 Lots Subdivision 3995 - 4.59 Acres Doubles - 16 Lots The 13.03 acre parcel and 4.59 acre parcel is shown on the "Location Map" in an approximate forty acre area. This forty acre area is cross hatched on the "Location Map" and labelled "Project Location". We have included an approximate forty acre soils map of "Project Location". Generalized soil survey mapping units have been drawn over the preliminary plat map and color coded to show building site limitations. Green has slight limitations Yellow has moderate limitations Red has severe limitations. The solid colors show land slopes, land alteration, soil erosion and sediment hazard limitations. The lined colors show soil wetness limitations. The soil mapping units and major building site limitations found on the prop- erty are listed below: Building Site Soil Map Color Limitations Soil Name Slope Range Symbol Green Slight land altera- Hayden loam 2 to 6% HaB tion and soil erosion Green Slight land altera- Terril loam 2 to 6% TeB tion and soil erosion Yellow Moderate land altera- Hayden loam 6 to 12% HaC2 tion and soil erosion Red Severe land alteration Hayden loam 12 to 18% HaD and soil erosion HaD2 �-.•�'-.�rr•s--•�„nrs• ...•,,,• _. .�: ._..._ .^._,,,,,� - :•zw •.:=v-•-: •-ra-. -• t -�.,, � .;.. „ - .. �.«a.,.�..,n ..=,�y.N,._r .,. � ram. `�'.+ .. - ��•�.... ^y�.'^ . '..•�.... -. � -••r ..r� v„Y .. •�•_r C`w-rr:�'�'• � � •v .��^i'►�`" -�.. �,_ ��' S""t'`,,,, w.'..tt. �Ky r„.a Building Site Soil Mal Color Limitations Soil Name Slope Range Symbol Yellow lines Moderate wetness LeSueur clay loam 0 to 6% LsB Red lines Severe wetness Cordova -Webster Q to 2% Cw silty clay loam Red lines Severe wetness Glencoe silty 0 to 2% Ge clay loam SOIL AND WATER CONSERVATION CONSIDERATIONS The landscape architect or development designer should prepare a soil and water conservation plan as a part of the site plan that would show the following. (See URBAN EROSION CONTROL HANDBOOK published by the Metro Association of Soil and Water Conservation District's, August.1973• The page number is listed after each item.) The plan would: 1. Provide a planned time table for development phases including a land grading plan for soil erosion control practices, surface and subsurface water drainageways, as well as lots, building sites, streets and utilities. (PP 3 and 4) 2. Show location of stock piles for topsoilfhal will be used in final grading for a lawn sod and/or seed bed and landscape plantings. (pp 2) 3. Provide for controlled surface water runoff by providing grass waterways (PP 33 to 35) and using storm drains only needed. 4. Show a drainage plan for the Glencoe silty clay loam and Cordova -Webster silty clay loam areas which will provide for subsurface drainage and/or sump pumps and footing drains. Also included should be a method of base- ment waterproofing that would keep the seasonal water table below the level of the basement floors and thus prevent a continuing water seepage problem. 5. Provide for final revegetation with sod or grass seeding. (pp 5 to 10) Areas that will be exposed for 30 to 180 days during the summer will be mulched or be planted to a temporary annual grass. (pp 11) The steeper D slopes (12 to 18') should receive special erosion control consideration. For additional soils information, see attached SINGLE SHEET INTERPRETATIONS and the SOIL SURVEY - Carver County, November 1968 USDA-SCS. • i. L..� � ,r.`1 t - .>v„ �. �. h a..- ^ ..,,. •>- .. ... , ..�..-..�.+.,s�P:l�: - , qy" N. "4„v`w. �.+a+'.•+TMr:,,y. �c' '�h. `�... :'` .. 112 Mile 3000 Feet Scale 1:15840 01 mb"--,L MONTHS 1DEP7HIHAq ONESSIDEPTHi -U--1.151Y�919EhCE IHYDIPOTENT'LI ARONE99 jSlh1-111�1LjG_-1_,SIdSP_ I -------1--=—j------j-�D--j------j-=-1----j-�-1e9�EEe]EI ------__;zdcild&Y_EBL111I1E5—lel__---_—___ I 0-BX: SLIGHT ��-----------__SLh53ELLS1LlL1(dIFB1dL ISEPTIC TANK 1 8-14x: MODERATE -SLOPE I GDCD IAO EC4 5 C 1 L I N T E R P R '�{r L T A T i L N 5 M LRA(S): 1028. 103. 1U4. 107 REV. JOh. 3-75 TEAAIL ScAIES . , CUMUL(C HAPLU DELLS, FINE-LCAMV• MIXtD. NESIC S A hiS�$L�'•YP.'A'f'(jM HE TE_RR1L SERIES• STkAT1FIEC SUBSTkATUM. ARE MGOEAATELV YELL-ORAINEO SCILS FCRMED IN LOCAL ALLUVIUM UhDtR PRAIRIE VEGE- -TA TILN CN FpLTSLLGE9 ANC ALLUVIAL FANS. THE SQI��"��"�`LAYEA--(-S""eL ACK�ARO'Z E-FiY-DARK BRLMh LOAM. 31 INCHES THICK. THE SUBSOIL IS UARK GROWN LOAM. 14 INChtS THICK. THE UNDERLYING MATERIAL 1S YELLOW BRO4h SANG. SLOPES RANGE HICK 0 TC 14 PERCENT. MCST Ak¢AS ARE CULTIVATED. I_---_----------- IOEPTFI i(IN.)I USDA TEXTURE 131-451L, CL 1CL 145-6015. GR-5 ICL ISP I 1 I I I I IDEPTHICLAY IMO(5T BULKI PERMEA- I(IN-)I(PCT I DENSITY I SILITY 1__—_1511'"11_1SLSN]1�j_SSb!bE2_ 1 0-31I20-2611.35-1.40 10.6-2.0 131-45127-3211.40-1.65 10.6-2.0 45-601 2-8 11.65-1.75 16.0-20 FLOODING u_Pfit------y IFAACTIPERCENT CF MATERIAL 1 LESS UNIFIED I AASHTO I>3 IN ILIGULO IPLAS- I I�hed_3=PZ 1nS_SIEYLtl9><_I LIMIT 171CITVI IA-4. A-6 — I 0-5 I loo 95-100 70- IA-e. A-6 so 60-e0 I 25-40 l e-1: I . SN IA-2-4 1 0-5 1 LOD 90=100 70-90 60-80 125-40 18-15.1 1 0-251YO-100 75-90 60-80 30-35 I - I hP I 1 I I I 1 — I SS c tt L '----_1----�-- ----- AVAILABLE I SALINITY I SHRINK- IERGS IONIM INU ICFGAhICI �CVITY----- I IWATER CAPACITVIREACTIONI(MMHOS/CM)I SWELL IFLICIQRaT IEROp.1MAT TER 1_-11__—L_lEtil__1—__—__—les]�s;ileLl_z_1_I_Js:e9siel_sesil_ i i�lssrsbFi 0.20-D20-0.F.1 I 22 16.1-7.3 I' I 0.16-0.1B I6.ti-7.3 I - LOW 1.321 I LOW 1.321 56 ( I Ili9PF.FeIE1__1911___I 0.05-0.07 16.6-8.4 1 - I LC W I.I01—_I I I I I I I I DEPTH I KIND ABSCAPTION 1 II I I I FIELDS I II ROADFILL I I I I 0-7x: SEVERE-SEEPAGE-_-'-'-_-_----ll-----------_j_--_—_--- I I SEWAGE 7rX: SEVERE-SEEPAGE.SLOPE LAGOON I II I 1 1 AREAS 1 II SAND I ----____ —1'--------- 11 I I 1I SEVERE -SEEPAGE --'--'--- I SANITARY I II I IMPgOBaKLE-TOO SANDY ----_--------" I i LANCFILL I II I I I (TRENCH) I II GRAVEL I I III --_-- ' I 0-SLIGHT ---------_ _ANITAAY B-14%: MCDcFATt-SLOPE _----__- -------- -_—_-I1 10-8X: LOUD LANDFILL I II 18-24X: FAIR -SLOP! I (AREA) 1 11 TOPSOIL I I I I I DAILY 18-14X: FAIR-SLCPE II—-----------"-----------_---__1 CCVER FOR LANDFILL I I---------- II I 0-3X. MOCEAATE-SEEPAGE — '-- II POND 13-8X: —1---------- -'�--'------------- MCOEFA7E-SEEPAGE.SLGPE II RESERVOIR i 1 84x: 5EVERE-SLCPE _ 'VLrEl,9.1- II AREA I I ) I--------- AValt?ellF.d---__--- I'sEYt:T:E-cur�AirKS'CaVE" _-- 1 1-------1_-----------------------_ 1 SHALLOW I IEXCAVATIGNS I II I MCOERA7E-THIN LAYEA.PIPING----�---I 11EMBANKMENTS I I I I 11 DIKES AND I I I__— ------ LL_-------------- II LEVEES I I I 0-6X: SLIGHT C WELL [NGS 18=14II: MOOF:T.A IE-SLOPE I I15EVERE-hc WATER -- I WITHCUT I. 11 EXCAVATED I 1 BASEMENTS I II PONDS I I I--`--_LL------------ I IAOUIFEA FED I I I I --"'------------_-110-_e x: s I c h r ------ - -- --1---------- I DWELLINGS 19-14%: MGUEFATE-SLOPE I I -------------- I DEEP TO PATER --'-----I I WITH 1 li I I I BASEMENTS I I) DRAINAGE I I ------`J_L—_-__—_---- I I I 1 I I 0-4X: SLIGHT__----`-----jl-------_-_1—___---_____ I I SMALL I PBX; MdCt FA'T E-SLOP! I 1 0-3%: FAVCRAELE-_—_--------------'--1 I I C��k'-3E V€t=5(d�-'� CCMMEFCIAL II I 1 34X: SLOPE 1 BUILDINGS I 11 IRRIGATION I 1------L1---------------- 11 I I 1 ------------ I MODERATE -LOW STAENGTh.FRCST —11_------------------- ACTION I LOCAL i=30%:"AGbEFATE=CiSSI"$'hA t;ti'C1'i7: 5�tl I I I 0-eX: FAVLAAEL! —---------1 I ROACS AND I FROST ACTICN' TERRACES I B.X: SLOPE I STREETS I II RRAI DIVERSIONS I 1 ----------------------------jj----------j-------- LAWNS. I 0-BX: SLIGHT LANOSC AP ING 8- 14X: NCOcRA TE-SLOPE __`---'------ I II_ I 0-EX: FAYORAELE-----`-- AND GOLF I II UkA5SEO I K.x: SLOPE I FAIRWAYS I II WATtRWAYS I_ II I I ----------f_--- I;S1Ltel`ID3EPPB.EIdI19h5.._ I ------------- � I I •� '_ _y .-;„ ......s',•,T- 'V.. ' '4s ..•-'ywl..•%vx++Ys,,�,,,��....,.. F. ......ZF .. • . MNO060 S O I L i N T E R P R E 7 A 7 E1A�1 N S. E C C F�/rI D•//� /I` 9 L1' /T MRA4S): 103II/TI7 REV. ELB. 5-77 N.V.— SEFIES TYPIC HAPLUCALP-'. FINE-LCAMY. MIXFO. MESIC THE HAYOE_N_SERIES�CONSISTS OF DEEP WELL DRAINED SOILS FORMED IN GLACIAL TILL UNDER DECIUUOUS F•CCREST CN GRCUhC ANC T�RMINAL MORAINES. TVPICALLY THE Y^HAVE VERY DZR_K/G'A��LCAM SURFACE LAYERS 2 INCHES THICK; DARK GRAYISH BRCYN LGAM SUBSURFACE LAYERS 7 INCHES TRIG K: tlRGWN AND YELlGW15H-DROWN LGAM ANp CLAY LOAM SU6SOILS 34 INCHES THICK;AND LIGHT CL 1VE-O RCrN WAM UNDERLYING RATER AL. SLOPES RANGE fROM 2 TU :JS PER CENT SLOPES. MLST GENTL Y, SLOPING AREAS ARE ------------__ — ESTIMATE❑ SO7L PHC RTJ 'c A) VI IDEPTHJ —_ ( 1 IFRACTIPERCEN7 OF MATERIAL LESS ILIOI.lO IPLAS^ I IIIN.)I USDA TEXTURt -_-I UNIFIED ; AASHTO 1>3 INI THhtj 3YPA;:S1hSe-SIEVE Npi1 LIMIT IT[C ITYI _ I O-9 IL. SIL JML. CL-SC. CL ---- 1�eCTI1 S— ! 10 1 _jD I 200 1 1 0-G JF;L• SL 10 1 100 SB-I 00 BS-9B 50-8G 1 20-30 1 4-10 I 1 9-431 CL. L ISM. SM-_ SC IA-4 I G 1 100 SS-100 ES-e5 35-50 120-30 14INP-8 I ism 1A-7, A-6 1 0 195-100 90-9E 80-95 55-75 J 30-50 II5-26 I' 143-601L• SL• FSL ILL. SC IA-6. A-4 1 0-5 ISS-LOG 90-98 75-SO 35-70 J 20-3E 1 8-15 I I I I �IDEPTHICLAY IMOIST BULKI PERMEA- I AVAILABLE I SOIL I SALINITY I SHRINK- IERCSIGNIWIND JCRGAN[CJ CCRFGSIVITY I II1N.)I(PCT I DENSITY I BILITY (WATER CAPACITYIREACTlONI(MMHOS/CHI) SWELL If�CTORSI ER CD.IMA TIER <2MM]j (G/CM3) 1_lIN/HR) I ^(iN/INI 1 (Ptu 1 IPOTFNTIA 1 K I T 1GRCU.j (pCTI 1 STEcI n Fi 10-9 110-25J1.40-1.60 1 0.6-2.0 I 0.20-0.22 15.6-7.3 1 - 1 LOW 1.a21 5 1 6 1 .5-1 i_lLL-11l9Gl:FB.TEI I D-9 1 5-1511.45-1. 70 1 2.0-6.0 1 0.14-0•I8 I5.6-7.3 I - 1 LOW I.321 S I 3 1 .S-1 1 19-43118-3511.50-1.65 0.6-2.0 J 0.15-0. 19 15.1-7.3 1 - INGDERATE I.32I_�_�-1 1 143-6GI1 S-2711 .65-1.60 1 0.6-2.0 I 0.14-0.19 17.4-8.♦ i - I LOU 1.32I 1 1 I I 1 J I i L I 1 1 1 1 1 1 1 1 I FLCCOING I_f1l H WATER TAB. 1 CEM NT O PAIJ_l._—.�EQBICK ISUBSIUEIJU_ jHYDIPCTENT•LI I— I DEPTH I KIND IMCNTHS 10EPTHIHARONESSICEPTH IHARDNESSIINIT.ITDTALIGRPI FROST 1 IREOUENCY I DURATION (MONTHS 1 IFT1 I 1 IfeNf 1 1 11JYI__J I([NI Il lnf 1 I ACICI I NL NE —11---124a0 1 1 I- 1 1 IMCOEHAT �'"ODENY FALILI TIES PE-PERGS SUSWLY -- _ _S��RUCT ION Me 7�RIAL (SEPTIC TANK I157i: M(]GERATE-PERCS SLO rL�.SLOPE II J 2-251: FOCR-L CW STRENGTH 1 I ABSORPTION J 15+X: SEVERE -SLOPE IJ 125+X: FCOR-SICPE.LOY STRENGTH 1 1 FIELDS IJ RDADFILL J I 12-7X: MODERATE-SLUPE.SEEP AGE 11 1 1 I SEWAGE I T11: SEVE FE-SLOPE It I UNSUITEC-EXCESS FINES I I LAGGCN I I I AREAS II SAND I 1 SANITARY J 2-15%: MCCERA7 E-TOO CLAYEY 115^25X: .MODERATE-SLOPE.TOO CLAYEY II I1 I UNSUITEC-EXCESS FINES I I LAFILL 125+X: SEVERE -SLOPE JJ GRAVE( J I (TNENCH) i j I II J I u I 1 I 1 2-8X: SLICHT JI I I SANITARY 18-15%: MOCERATE-SLOPE 1 2-e%: FAIR -THIN LAYER 1 I LANDFILL J 15+%; SEVERE -SLOPE IJ I e-15X: FAIR-SLOPE.TMIN LAYER J J (AREA) { IJ 11 TOPSOIL 1 IS+%: FCOR-SL GPE 1 I I' 1 2-EX: FAIF-TOO CLAYEY I I CAILY 19-15%: FAIR -TOO CLAVEY.SLOPE IJ { COVLR FOR 15-X: FCC6-5LGPE —pATER�(b[yTIIENT j LANDFILL j 1J 12-6X: £EEPAGE 1 JJ POND 1 6+X: SLCPE.SEEPAGE RESERVOIR J I I AREA I e �1 DIN SIT' D Y l UP11Ehi 1 i 1 zee%: SL{yH 13 wore P I J I —'— FAVOFAELE I SHALV LL 1 8�15X: fIC_PERATE-SL P �/ �`� D ((EMBANKMENTS i JEXCAVATIGNS 115♦%: SEVERE-SLOPEg-F. ylOfar S II DIKES AND J LEVEES 1 II 1 I I �!5:' OCERATE-SHRINK-S YE LL .LO■ STRENGTH 11 I OYELL INGS 1-1S%:_MOC ERA T E-SLOPEy'S�1R iN K_.� I JJ EXCAVATED ND YA TEF 1 I YIYHU L7 J LOW STRENGTH . 1 EASEMENTS 1 15+X: SEVERE -SLOPE JJ PONDS IIAOUIFER FED Il 1 I 1 I 12^,8%: MODERATE-SHRINK-S WELLSTRENGTH II I NOT NEECED I DWELLINGS K.LO PE I B�e15X: MG CERA TE-SLO.SHN IN -SWW ELL. ' I WITH I LOW 1 J DRAINAGE J J I BASEMENTS 1_ 1 15+%: SEVERE -SLOPE I 11 1 11 1 I I 1 SMALL 1 2-4X: MODERATE-SHRINK-SWELL.LOW STRENGTH I%3I�DJ�itAT�?; [i7PE�}71i='S W��L: {{ 1 I 2-611 L.SIL: FAVCRABLE 1 I CCMMEFGIAL I LO'Y SS YFt NGI'li' I 16+% L•S IL: SLOPE I BUILDINGS { B+TJL-VERE-PE JI IRRIGATION i 2-6% FSL.SL: SOIL BLCWING I I_— I -------.-.....-...,..,-,,.,..• I J J 6+2 FSL.SL: 5LOPE.SCIL BLOWING I1 LOCAL 12-15X: SEVERE -LOW STRENGTH NGTH 1 2-121 FA RELE _ I1 1 ROADS AND 1 1IIJIJ TERRACES .SIL: L2+2 LSIL: SLOPE I I STREETS ) JJ AND 12-12X FSL.SL: SOIL BLCWING 1 JJ DIVERSIONS 1 12+% FSL.SL: SLOPE • Sol L BLOWING 1 J LAWNS. JL.AND SCAPJNG 12-E%: SLIGHT 16,�I5X:'MCC RXTE-SLOPS II J 2-8%; FAVCRABLE ' I AND GOLF 113+X: SEVERE -SLOPE I1 GRASSED I B+%: SLOPE 1 FAIRWAYS IJ WATERWAYS J 1 JI I 11 1 j I FE6IChAL INTERPRETATIONS "ASTURE ANC I O-1B%: GFCUP 1 i IMAYLAND 118-25%: GFOUP 2 I 1 25+%: GRCLP 8 I ..�:�,..-... biy '�{•'E ,`. J.;.�•.•�r.A✓3�� t.fy,.- 'i"' .-,i,_y, .' �`'. Yw ^`,,� m� +.~ 1 ,. a,,t•ra_.^'�kvrMM+1R+s.�'^..".+r.V.a •v.r,.d....,. .'-i,•' ; •. �.� rr' „ j . ±�' -.. . .. -..� _ 'L � � w, sl~ Y,.i'- ♦ i.7 , .s . aCY;Y4'� drf`' `��'" + 1y"'c •'`�-� '4'R 11-N, M4,P MNOOBB SOIL I N T E R P R E T A T I L N S R L C C n .. L s MLRA(5): 103 Lc S'UZuR SERIES REV. AEJ-ELB. 8-19 AOUIC ARGIUDCLLS. FINE -LOAMY. MIXED. MESIC OIO Ir THE LE SUEUR SERIES CONSISTS CF DEEP. MODERATELY WELL AND SOMEWHAT PUORLY ]RAINED _LCAMV L.fL. FCR MED IN LALCARECUE GLA- CIAL T1 LL. �iHE SURFACE LAYER IS BLACK AND VERY DARK GRAYISH BROWN CLAY -LOAM 30 INCHES ThICK. THE SUHSLIL IS DARK GRAY- ISH BROWN AND CLIVE BRCWN CLAY LOAM 31 INCHES ThICK. THE SUBSTRATUM IS VARIEGATED GRAYISH ORCWN AND LIGHT LLIVE EFCWh LOAM. SLOPES RANGE FROM O TO 4 PERCENT. THESE SCILS ARE MCSTLY USED FCR CRCPLANC. 1 _ESTIMATED_.�jL PROPEAZ�Isj I __ IDEPTHI _ I -- I -- IFRACTIPEFCEhT CF MATERIAL LESS ILIOUIC IPLAS- I I(IN.)I USDA TEXTURE I UNIFIED I AASHTO J>3 INI-THAN ;^ PA�SyjJyy_; jEyE�I�L J LIMIT 17ICITYI I1 I I I (PCT) I 4 1 .1r, Idy_-1..24s- I—___-_JINCEX_ 1 I 0-101L. SIL ICL. ML. CL-ML JA-6. A-4 1 0 IS5-100 95-100 90-100 70-E5 12G-4C 15-IE I I 0-101CL. SICL ICL. ML IA-6. A-7 1 0 IS5-100 95-100 90-100 75-SO I == 50 I1p-25 1 110-411CL. L. SICL ICL IA-6. A-7 1 0 195-100 95-100 85-100 60-r0 135-50 I1_-2e I 141-601L ICL-ML. CL IA-6. A-4 1 0-5 IS5-100 90-100 SO -St 55-75 1 EC-40 15-20 I I I I I I I J I I JOEPTHICLAY IMCIST BULKI PERMtA- I AVAILABLE I SOIL I SALINITY I SHFINK- IcRCSICN(WIND JORGANICI CCHRCSIVITY J I(IN.II(PCT I DENSITY I BILITY IWATER CAPACITYIREACTIONI(NMHOS/CM)I SW,:LL JEBCTOF._SIERGD.JMATTER I --- ----------_I I 1<2MM)I(G/CM3) 1 (INIHE) I (1N/IN)—j--jPHI I I•PS;Jgy!jALI K_j T 1yB"PI JECT) L.jjEEl,__ lCC't&.UjE1 1 0-10120-2711.30-1.40 1 0.6-2.0 1 0.20-0.24 15.6-7.3 1, - I LOW 1.241 5 1 6 1 2-4 I-_tUa +I__L_LC% —1 1 0-10128-3011.50-1.75 1 O.b-2.0 1 0.17-0.20 15.6-7.3 1 - IMGCERATE 1.241 5 1 6 1 2-4 1 110-41124-3511.30-1.45 1 0.6-2.0 1 0.15-0.19 IS•1-6.5 1 - IMGCERATE 141-60120-2711.50-1.65 1 I I I I 0.6-2.0 1 0.15-0 .19 I 17.4-8.4 1 I I - IMCCERATE 1.321 i I I I FLCOOING I HIGH ------- ,HATER TABLE_..H1 CFrcbj"-EAN I—EECRCCK 111LUIQEh�IHYCIFCTEAT•L1 I— —DURATION __ I DEPTH I KIND ]MONTHS I DEPTH J HARDNESS I DEPTh I HARDNESS I INIT. I TOTAL I;GR P I aRCST 1 1_ FREQUENCY I IND THS j-jFTI I _ 1 l(INI 1 _I_j Ni I — ljlh) I(Ibl_1_ i AcTIGh I I--hChE I I 12.0-4.91PERCHEO INQV_n A,L - 1 1 >60 1 I- 1 _1-2 1 PANITARY f"J"X1E5 — CCNFTRLCTICN "TERIAL I J SEVERE ^WETNE,ESSS II I FAIR-LCW STRENCTh.WETNESS.ShRIhK-SWELL I I ABSCFPTION J JI ROADFILL J I 1 rF1ELO5 I IJ I I J I SEVERE -WETNESS JI I IMPRGBAELE-EXCESS FINES ! 1 SEWAGE J I1 I I I LAGOON J 11 SAND I I ! AFEAS I JI I I I J MODERATE-WETNESS.TOO CLAYEY II I IMPRGBAELE-EFCESE FINE`_. I 1 SANITARY 1 JI I I ! LANDFILL J 11 GRAVEL 1 I I (TRENCH) I JI I I I I MOCERATE-WETNESS II I L.SIL: GCOC I 1 SANITARY I JI J CL.SICL: FAIR -TOO CLAYEY I I LANDFILL ! II TOPSOIL J 1 I (AREA) J 1 F41R-TOO CLAVEY.WETNESS II -- --- DAILY J I1 — ----- 71LIEEMAN §f. 'XLhT___- 1 COVER FOR J JJ 10-3X: MOGEPATE-SEEPAGE I I LANDFILL I IJ POND 13-4%: MGCEFATE-SEEPACE.SLOPE I RESERVOIR I I PUILDING SITE DEVELOPMENT JI AREA I I I I SEVERE -WETNESS 1I J MCDERATE-WETNESS 1 I SHALLOW 1-m•lYv��-� J I EMBANKMENTS I I ]EXCAVATIONS I JI DIKES AND J I I I IJ LEVEES I I 1--------------------1 ] ] N_O.0@FAT E�WETNESS t$HRINK SWE1,� II I SEVEFJ=-NC WATER ] I DWELLINGS I II EXCAVATED I I J WITHCUT ] II PONDS J ] I BASEMENTS I IIAGUIFER FED I I _§k YE RE_ %(Ej'hjFcSs I J I 0-2X: FRCST ACT ICN J 1 DWELLINGS 1 JI 13*2: FRCST ACTICN.SLCPE I ] WITH J JJ DRAINAGE I I 1 BASEMENTS J 1 MODERATE-WETNE SS. SHR I NK_SWELL JJ J O-3X: WETNES' 1 1 SMALL I �- II 1 3*Y : WETNESS.SLOPE I I CCMMERCIAL ] II IRRIGATION J 1 1 BUILDINGS I 11 J 1 ! I SEVERE -FROST AC7ION.L0W STRENGTH 11 J WETNESS I ] LCCAL I-y I] TERRACES I I J ROADS AND 1 IJ AND I J STREETS I II DIVERSIONS I 1 ] LAWNS. 1 SLIGHT JJ I FAVORABLE I ILANDSCAPING 1 II GRASSED I J I AND GOLF 1 !1 WATERWAYS I I I FAIRWAYS J II i REGIChA1_ BILEPRE7ATIONA- IPASTURE AND I GROUP 1 —I .1 11�78 1HAYLANO I I I 1 I-- 11 — I -..-,ry+*a .nYAi..«i-'�+....«..r� : l.-ti-:..m .....a��-,.�Y-x. �.�;�"'4�+�..yw«,Ikt,h:j,t •..cam.,. .. �., r« .. x;+'�..:e.'a^.'y''"�s°+'�,:, .,.r,+e,,..��.ss.... .�,+My,F,1+,wrA..�,... � a ,•! .. .. .. ,,. .:r` ".sy.;A-,`+ ,4 - i .s'y. �•'. �.y .J: �, . - - ♦��M ..a `^r �;t.rka-•a'.>Y^M•:C�!"';'�:- �+.gs.':'r""1y�:.�y�:y4+s�.r'K"="' I MN0024 I N T E R P R E T A T 1 U N S R E C 0 % CORUGVAVA SERIES • MLRA(S): 103 REV. KRV.ELS. 8-76 TYPIC ARGIAOU(GLLS. FINE-LGAMY. MIXED. MESIC THE CORDOVA SERIES CONSISTS OF DEEP. POORLY DRAINED SOILS FORMED IN LOAMY GLACIAL TILL UNDER MIXED HARDWOODS AND THICKGRASS. IN DRAINAGEWAYS AND IN FLATS IN UPLANDS. -THE SURFACE -LAYER IS BLACK AND VERY DARK GRAY SILTY CLAY LUAM 10 INCHES THICK. THE SUBSOIL 15 VERY DARK -GRAY DARK GRAYISH -BROWN AND OLIVE -GRAY SILTY CLAY LOAM IN UPPER 12 INCHES AND MOTTLED DARK - GRAY. OLIVE -GRAY AND GRAY CLAY LOAM IN LUWER 17 INCHES. THE UNDERLYING MATERIAL IS VARIEGATED CLIVE AND LIGHT OLIVE - BROWN, CALL ELLUS CLAY LOAM. 5LOPES PAN Gf EBQM_O TO X THESE SOILS ARE USED MOSTLY FCR CROPLAND --I ESTIMATED SDIL_ PROPERIIESA A) — jOEPTHI I I IFRACTIPERCENT GF MATERIAL LESS ILIDUID IPLAS- I J(IN.)J USDA TEXTURE I UNIFIED 1 AASHTO 1>3 INI THAN " PASSING SIEVE NO, 1 LIMIT JTICIT YJ _ I I(PCT11 A 1 10 1 40 1 200 1 IINDEX I I O-1OJ 52C4• L. CL JOL. ML. MH IA-6• A-7 1 0 I98-I00 98-100 90-98 70-85 { 36-60 112-25 1 110-351SICL, Cl. ICL IA-7• A-6 1 0 190-100 90-100 85-95 65-80 138-50 J20-30 J 135-601CL ICL JA-6 1 0-5 190-100 90-100 80-95 55-70 130-40 112-20 1 I I J I I I I I I I I I 1 I ( I IOEPTHICLAY IMOIST BULKI PERMEA- 'I AVAILABLE I SOILf SALINITY I SHRINK- JEROSIONIWIND JORGANICI CORROSIV(TY I I(IN.11(PCT I DENSITY I BILITY (WATER CAPACITYIREACTIONI(MMHOS/CMII SWELL IFACTURSIEROD.IMATTER 1 -1 I 152MM)1 (,/Clls) 1 (IN/HRl I (IN/IN) 1 (PH) 1 IPOTENTIALI K I ]GROUP1 (PCT) ( STEEL -ICONCPCTEI 1 0-101 1 i 0.2-0.6 I 0.18-0.22 16.1-7.3 I - IMODERATE 1.281 5 1 6 1 1 HIGH 1 LOW—1 110-351 I J 0.2-0.6 J 0.15-0.19 15.1-7.8 1 - IMODERATE 1.281 ` I I 1 135-601 J 10.6-2.0 I 0.14-0.16 J7.A-8.4 I - IMODERATE 1.281_�_-_1 _1 I 1 I I I i I I I I ( .FLOODING I,� y H1GN .ATER TABLE I CEMENTED PAN 1 BEDROCK ISUBSLJ�IHYD JPO7ENTlL,` 1_-_ __ 1 DEPTH I KINO IMONTHS I DEPTH IHARDNESS I DEPTH IHARDNESSIINIT.ITOTALIGRPI FOS4I I_EREOUENCY ��QVRATION IMQUTHS_I (FT) I I I IIN) I I (IN) ( 1(IN) It 11�1 1 � I N N I 0-4 (;IAPPAREN11jjfl bAYl - l 1 >60 I I - 1 ICIOI IGH I NARY FAQjLLj G CCNSTRUCTION MATERIAL 1 J SEVERE-WETNE� S �RgS.PERCS SLOWLY I1 1 POOR -WETNESS (SEPTIC TANK I I ABSORPTION I 11 ROADFILL I I FIELDS I I- �_�---- - --- I1 J I SEVERE -WETNESS II I IMPROBABLE-E%CESS FINES I SEWAGE I II I I J LAGCGN I II SAND I I AREAS I t1 I 1 1--I 11 __ I - J I SEVERE -WETNESS Ii I IMPROBABLE -EXCESS FINES I SANITARY J 11 I J LANDFILL I j1 GRAVEL I 1 J (TRENCH) I II I 1 J I SEVERE -WETNESS II I POOR -WETNESS SANITARY J j1 I J LANDFILL I 11 TOPSOIL I 1 I (AREA) J II 1 1 { J PCOR-WETNESS II DAILY J I1___ _XATER MANAGEMENT COVER FOR 1 I1 1 MODERATE -SEEPAGE I { LANDFILL J II POND J 1 RESERVOIR 1 1 II AREA I 1 _-�uR-u 1 I SEVEREE-WETTNESSNESS II I SEVERE -WETNESS i SHALLOW 1 IIEMBANKMENTS I JEXCAVATIONS 1 11 DIKES AND I J 1 IJ LEVEES I 1 I 1 SEVERE -WETNESS 11 I SEVERE -SLOW REFILL r+ DWELLINGS I—�- IJ EXCAVATED 1 I WITHOUT I 11 PONDS J J I BASEMENTS I IJAQVIFER FED J FROST ACTION I i DWELLINGS I 11 I i I WITH I 11 DRAINAGE J 1 j BASEMENTS 1 J SEVERE -WETNESS II i WETNESS J SMALL I II J CCMMERCIAL 1 jJ IRRIGATION I BUILDINGS 1 1I J 1 I I S�VERE�LOY STRENGTH .WETNESS.FROST ACTION 1I I WETNESS j LGCAL 1-.......,.._._.� 11 TERRACES 1 J J ROADS AND J Ij AND I I STREETS 1 1I DIVERSIONS 1 I I_ It I — ---1 J LAWN S• I SEVERE-YETNESS JI I WETNESS ILANDSC APING I 1I GRASSED I J AND GCLF I 11 WATERWAYS I I FAIRWAYS I 11 ATIONS I PASTURE AND J GROUP 3^ 1 JHAYLAND 1 1 I I I �,,..y--r :c+�.:: yp,.� -. rr ,. - ....,,rV;,,+,-.n_.:..;:p.,.,,...�..».r.!`..,..r. ,�,t v: _., •4sRr•�. 'Yty�.*.Af..r_� C„Hwy. _..�-++r.:`�-�. �,•� �y. .... ;.a•-.'Y 7•.. �:.e., c,,.....»-, r . � h JY +.�< �`�~_ .. �.,... A - -.^, =.i _ .-. ... s '_""..►ac+.'•C'.. e+r`.''/ �•�-t'''-;: '�,,.•� r`�'": }a'.,�.-r �" �.._. y 4 .. �.. i+�°'r, A mow.. S` Ala? MN0026 S O I L I N T E R P R E T A T 1 0 !n, N S R E C O k D I+ MLRA(S1: 103 GLENCJCOE SERIES zco 7"t, REV. ARG-EL8. 12-76 CUMULIC hAPLAUDOLLS• FINE -LOAMY. MIXED. MESIC THE GLENCOE SERIES CLNSISTS OF VEEP VERY POORLY DRAINED SU1LS FORMED IN GLACIAL TILL IN DLPRESSIONS AND SWALES IN THE U PLANUS. THt �i1RF ACE IAY GFt ib BLACK ANb�ER�'iSAkK=GRA17""'Chi1�[fJAM 35 INCHES THICK. THE SUdSOIL IS MOTTLED OLIVE -GRAY. FRIABLE LOAM 13 INCIIES TFILK. THE UNDERLYINU MATERIAL IS GRAYISH -BROWN AND LIGHT C'LIVE BROWN LOAM. SLOPE$ ARE LESS THAN 1 PERCENT. MOST AREAS ARC DRAINEC AND CROPPED. EST I14A SOIL PROPERTIES IOEPThI I 1 IFRACTI PERCENT CF MAT_ERIAL LESS LIQUIIPLAS- 1 I(IN•)I USDA TEXTURE I UNIFIED I AASHTG 1>3 INI THAN 3^ PASSING SIELIF NLi_I LlNI7 II I IND F,�YI I 0-3SI SI CL•'C L. L IOL• OH• MHr ML IA-7 -ZOO 1 0 1 300 95-100 85-98 75-90 1 45-50 I10-25 1 I35-4elL. CL• SICL ICE IA-7s A-b 1 0 J IOU 95-100 65-98 75-90 1 35-50 115-25 I 148-60IL. CL ICL 1 I i IA-6. A-7 I ( 0 198-100 90-98 80-98 70-65 1 35-50 115-25 1 I I I I I I I 1 DEP i111CLAY IMJ(ST UULKI PERMEA- I AVAILABLE I I SOIL I SALINITY I I I I I —1____--1---- I 1 SHRINK- JFROSIUN.IWIND JCRGANICI CORROSIVITY I I(IN.)I(PCT I DENSITY I HILITY IWATER CAPACITY IREACTIONI(MMHOS/CM)I SWELL IF2S L!Ej§IERCU.IMATTER I 1 ,j_jy[r�M,�.+) 1 (IN/H h'1 1 [I j)[IN) I (PH) I _I IP)lTENTIALi� 1 T 1(.'CUPI_jPCT) ( S ICOf CR"T 0—_j�MM J O-35J 25-3511.35-1.45 1 C.2-2.0 J 0.16-0.22 16.1-7.8 1 - IMODERATE 1.281 5 1 6 1 5-10 1 HIGH I LOW 135-41125-2til.35-1.50 10.2-2.0 J 0.15-0.19 16.6-7.8 1 - -1 IMODERATE 1.281 I I I I4d-60122-32I1.35-I.SU 1 0.6-2.0 I 0.15-0.19 I 1 I 1 1 I7.4-7.8 1 - I J IMODERATE 1.281 I 1 I I 1 I I I ! I I 1 I 1 1 I FLOODING ( T- AAS___L__CLMESl9Q PAN I BEDROCK ,—•Lvj�§jUF.NCE IH.YDIPCTENT'LI 1 ___-1 DEPTH I KIND iNONTHS DEPTH I HARDNESS I DEPTH IHARONESSIINIT.JTOTALIGRPI FFRU=T I FREQUENCY—_1_—DURATION (MONTHS I IFj) I 1 I(IN) I I (IN)AL j_I I—OLCLT`RARE I -- ( 1 jj-1.0 1 APPARENT I OCT-_UNI - —_^I(IN)-ljj1�1-1_ 1_ I >60 I 1 - 1 1 .a in 1 �TYY9i� 1 IiAU_LAL;iF��1L.I1i)i5 CD2{,SIRSIS�L L'b_MAJtk1AL I SEVERE-PERCS SLUWLY.PONDING II _ I POOR-WETNESS.LUW STRENGTH — 1 ISEPTIC TANK I II I AUSURPTIUN I IJ ROADFILL J I J FIELDS I II I I I I SEVERE-PGNDING 11 I IMPRGBAE-E-EXCESS FINES i I SEWAGE I II LAGOON I II SAND I I I I AREAS J II I I I { SEVERE-PONDING.EXCESS HUMUS II I IMPRCSASLE-EXCESS FINES I I SAKI TARY 1 II I LANDFILL I II GRAVEL I I I i (T1.ENCH) I II I I I I aE VERE-PCNDING II '- -1 I PGOR-WETNESS I I SANITARY LANDFILL I 11 TOPSOIL I 1 { IARLA) 1 I { PCGR-PGNUINGrHARO TO PACK IJ '---'-- DAILY I II _ WATER MAN G-M N i- COVER FOR I II --'8'r` -_ I MODERATE -SEEPAGE I I LANDFILL I II POND J I 1-- -1---- — II RESERVOIR I I II AREA ( I --LVJ LDINS, 3i�21:Mr: ! ]tYT,�s 11---1�-----------------I i-- SE VE RE-P�wMNU1N6 J1 I SEVERE -HARD TO PACK.EXCESS HUMUS.PONDING I J SHALLCM J IEMBANKNENTS I 1 IEXCAVATIONS I II DIKES AND I I I JI LEVEES J I I +0R'lt-- SEVERE-PUNDING.LOW STRENGTH JI 1 MODERATE -SLOW REFILL I DWELLINGS I RARE: StYERE-FLUUDS.PON Ui FJ2i.Luw-, kEN(,TH II EXCAVATED WETHUUT I IJ PvNDS J BASEMENTS J IIAOUIFc.R FED I I I +MnNeR II I FROST ACTION.PUNDING I �S'E�VERE-FUNDING 1) WELL NGS J RARE. TEVE000S RE-FL.PUNDING II I I WITH J JJ DRAINAGE I 1 I UASEMENTS J II I I I I I nesm {$!�EE-PGNUING.LOW STRENGTH II I POND NG — -- �— I SMALL I RARF: .7CVE'I�E-FCOOD�.�bN(ST F:L�. CISYRTRENGTH I I { 1 COMMERCIAL I II IRRIGATION ( I 1 I Liu ILDINGS I II I I I SEVLHE-PChDING•LOW STRENGTH.FROST ACTION II I PONDING -- I I LOCAL I -- "- '� II TERRACES I I ROAOSANO J AND II AND J I I STREETS I II J I LAWNS. I SEVE.1E-PC110ING_ JI ( WETNESS -- i ILANOSCAPING J II GRASSED 1 1 i AND GCLF 1 IJ WATERWAYS J I FAIRWAYS I II REGICNAL IIyI"PRETATI hLy IPA TURC ANC 1 GROUk. 6 I 4 JHAYLAN11 1 I I I I AN 1979 _ .�''('••✓.' .a M .. _ _ � �.. - 't , __ . �. •.lam t-.. ice""' %l 'S"r '<- _w�.'.'�..MPt+T1.:4rti.tyr,C ..a.....>••e .,._ � a..'.Kh aF .. �, .i.. _• �'r �,. _ t`1•j,+�,..�, .. t-A+ ......+� ,r .. _ . � y..y.,x y;i Tr .,', r• V`4 Y�.�.. �"� �^'+►.�4.. ,....w_ta. t� `�.4"... ,. P� ,580A . - --WIN C1Tt'F;- 300 Metro Square Building, 7th Street and Robert Street, Saint Paul, Minnesota 55101 Area 612, 291-6359 February 13, 19.80 To Whom It Play Concern: RE: New Horizon Homes HUD - Subdivision Feasibility Analysis for Chaparral - 4th Addition Chanhassen, Minnesota Received 01/31/80 Metropolitan Council Referral File No. 8045-1 Please refer to the attached explanation of the Metropolitan Council's responsibility to review Department of Housing and Urban Deve]_opment Housing applications. The Council has been forwarded such an application.fo.r the project identified above. A copy of the application, which provides further details, is enclosed. Thank you. Sincerely, METROPOLIAN COUNCIL 1 t Sohn. Rutford Referral Coordinator JR:ch cc: Thomas Harren, State Planning Agency Metropolitan Council District 16 An Agency greaten to Coordinate the Planning and Development of the Twin Cities Metropolitan Area Comprising: Anoka County 0 Carver County 0 Dakota County 0 Hennepin County 0 Ramsey County 0 Scott County 0 Washington County METROPOLITAN COUNCIL Suite 300 Metro Square Building, Saint Paul, Minnesota 55101 291-6359 REVIEW OF DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT APPLICATIONS (Subdivision Feasibility Analysis) The Metropolitan Council is required by federal law and regulations to review certain specified applications for federal loans, grants, or other assistance. One of the many types of applications which the Council reviews is Department of Housing and Urban Development Applications for Subdivision Feasibility Analysis, Form No. 2250. This application is submitted to the local area HUD office by a developer as a preliminary step in securing a guarantee from HUD that a future buyer will be able to receive federal mortgage insurance because the property to be pur- chased will have. been determined to be in accordance with federal standards. Such applications are forwarded to the Council by the Minnesota Area Office of HUD for comment concerning: 1. "...the consistency of the proposed project with... areawide development plans. " 2. "identification of major environmental concerns. " The Council must complete such a review and return it to the HUD office within 30 days. The ultimate purpose of this particular notification and review process is to encourage the coordination of federal and federally assisted housing programs with regional planning to facilitate orderly growth of local areas. This project will be reviewed in accordance with procedures of the Office of Manage- ment and Budget which require that the Council notify potentially affected units of government, environmental commissions, and human rights commissions, inform them that such review is taking place, and invite questions or comments. These comments will be incorporated into the review and relayed to HUD. If you have questions, please call the Metropolitan Council Housing Staff at 29 1-6378. �Q:�1yEMT Gp yO * QQQ�DDQ kpo DEPARTMENT OF HOUSING AND URBAN DEVELOPMENTI r,1ET-R01,-, LI A1,,! 'COUNCIL sW IIIIII�I o MINNEAPOLIS—ST. PAUL AREA OFFICE c 6400 FRANCE AVENUE SOUTH :r`rl_C a do�3A3O y+�a MINNEAPOLIS, MINNESOTA 55435 L' N10. REG101 V FILL'i Minneapolis, Minnesota 55435 JaN 1 )980 IN REPLY REFER TO: HS V: DO Mr. John Rutford Metropolitan Council 300 Metro Square Building 7th & Robert St Paul, Minnesota 55101 Dear Mr. Rutford: Subject: Subdivision No. 4011 (Single Family) Chaparral - 4th Addition Chanhassen, Minnesota Pursuant to Revised OMB Circular A-95 Procedures, you will find en- closed the following for your review and recommendations: 1. ASP-1 Application. 2. Location Map. 3. plat. Sincerely, Z)Z�/ homas T. Feeney Area Manager Enclosures cc: Veterans Administration r i yl,�,,,,��pj�r..jf�W' F vw�+� ".� Y •s ' � ".+:{✓'�?1 •._. ... ci .,Ir. ,. ..........-�...,.. a 1 •^�."+�atl�arp� .61 '4t-'�.Y«� W. �ra!rosR.. �• .gy�es�.r.x`�Nd.a,'.i _•`-y}�^'t•.�-a'�^`"yt+.�'Y^r - �c ,""S"".`�'Sr. •.yi-..�.k+.�u+.44.. ' �'a' - ':.•w.v.>` r,,.. '1..'3rr..-,` +' +5: �:r "' F.-.�.e ..� ��-t-�-r`.k-•-ts'...4r,'wa+. •..r' ..*.. V� ' '��',.,, ', 1 =r rr.• �,:. r� .r ^.. y, �.. V.• :Vt ". .l .��. � �..[':s a - .�i �.'S:. vim.• •b: �. r .,.+ r rY��' .e .1 �X`t �A: t!i,,,T"..'`4'i.+.:.�...,. �.v ,�...r�rt�s .r .. U. )EPARTMENT OF HOUSING AND URBAN DEVEL`14ENT FEDERAL HOUSING ADMINISTRATION 0 t Sponsor's Name: NglrHori Ina—.t oma&r_ Ace FHA File # Street Address: _ 3131 Fernorook Lana North Subdivision Name: Chaparral IV (SF) Plymouth, Hennepin, 1.4inne5ota 55 41— Tract Number: 260.01 City or County State Zip Code Phone: 612 559-5770 Location: Coiint)r R 17 an� 101 Area Code Chanhassen, MN 55317 APPLICATION FOR SUBDIVISION FEASIBILITY ANALYSIS A feasibility analysis of this proposal is requested and the following exhibits are enclosed: In Location hlap Optional information submitted Preliminary Subdivision Plan --",-" :",fir. ;."' q.t�,V'1.3ete4,Y] Soils Report 0 Topographic Data ® Preliminary Grading Plan Signed FHA Form 2010 r ❑ Other GENERAL INFORMATION: 1. Sponsor is ❑ Land Owner [] Option Holder 2. Size of this Parcel 29.20 Acres 3. Number of Lots: 47. 4. Typical Lot Size: 5. Adjacent Land Under Sponsor's Control: 118 Acres Acres 6. Other Land Uses: 7. Sponsor will: Lf development land and build homes; initial plan is to start_ homes in U,,000.00 to 95,0-00-,�00 price rcnge. develop land and sell improved lots. ] produce finished typical building sites at a price of $_ L6,_540.00 ❑ limit site grading to minor redistribution with house foundations in natural soil. ❑ construct house foundations on soils engineered cuts and fills. 8. Any Special Assessments? ❑ Yes] No If yes, describe under Remarks. 9. Any Mineral Reservations? ❑ Yes E No If yes, describe under Remarks. XhMARK5: Al l StrPPtC P„hl i Y, D4 nht _-F T.T_, 10. Is Tentative Map approved by Local Authorities? ® Yes ❑ No 11. Is Plat recorded? ❑ Yes ❑X No 12. Covenants recorded? ❑ Yes ®No ❑ Will be identical to previous unit. ❑ Will conform with FHA Data Sheet 40. 13. a. Water System: X❑ Central (Public or Community) [] Individual b. Sewerage System: ® Central (Public or Community) ❑ Individual 14. Proposed Street Improvemants: Pavement Base _ Class V Wearing Surface 2341 Bituminous , ❑ Curb and Gutter ❑ Sidewalks 15. Underground electric and telephone? © Yes ❑ No (Explain under Remarks) 16. Gas 0 Yes ❑ No 17. Will development include common area? ❑ Yes [ No (Describe facilities and maintenance under Remarks) 18. Sponsor M has ❑ has not previously dealt with this FHA office. ❑ has dealt with other FHA offices (Explain under Remarks). f. low— r... rur• - __J�4-- ^y- 4 1` L �;. 7� \^4i••19[` LOCATIll =F` �" CHANNASSEN c C 2? A,y P-L Minnesota Pollution Control Agency The Honorable Walter Hobbs FEB 0 4j80 Mayor, City of Chanhassen 7610 Laredo Drive Chanhassen, Minnesota 55317 Dear Mayor Hobbs: Enclosed is a copy of Permit Number 11501 for construction and operation of a sanitary sewer extension in Chanhassen. Please review the permit carefully, and let.us know if you have any questions concerning it. 'You may contact me at the above address or call (612) 296-7246. Sincerely, Perry Beaton, P.E. Chief, Facilities Section Division of Water Quality PTB/MyMH:jm Enclosures cc: Chanhassen City Council, c/o City Clerk Suburban Engineering Metropolitan Council Metropolitan Waste'Control Commission 1935 West County Road 132, Roseville, Minnesota 55113 Regional Offices . Duluth / Brainerd / Detroit Lakes / Marshall / Rochester / Roseville Equal Opportunity Employer Minnesota Pollution Control Agency viy PERMIT FOR CONSTRUCTION AND OPERATION OF DISPOSAL SYSTEM Chanhassen Carver County. Pursuant to Authorization by the Minnesota Pollution Control. Agency, and in accordance with the provisions 'of Minnesota Statutes, 1976, Chapters 115 and 116, plans are approved and a permit is hereby granted to the City of Chanhassen for construction and operation of a sanitary sewer extension in Chanhassen. The facilities: consist of 2,400 linear feet of'8-inch sanitary sewer pipe. The facilities are further described in plans and specifications, designated "Chaparral 4th Addition" received January 25, 1980 prepared by Suburban Engineering, Inc., for the City of Chanhassen. SPECIAL 'CONDITION The permitted shall comply with all rules, regulations and requirements of the Minnesota Environmental Quality Board prior to construction of the proposed project. Sincerely, 1 j Perry Beaton, P.E. Chief, Facilities Section Division of Water Quality PERMIT NUMBER: 11501 DATED: FEB 06 1980 1935 West County Road 62, Roseville, Minnesota 55113 Regional Offices • Duluth / Brainerd / Detroit Lakes / Marshall / Rochester / Roseville Equal Opportunity Employer + ��' MINNDOTA POLLUTION CONTROL AGE Division of Water Quality INFORMATION RELATIVE TO REVIEW OF PLANS AND PERMIT APPLICATIONS October 1972 The review of plans and specifications for sewage, industrial waste or other waste disposal systems and applications for permits for the same is made in accordance with the authority conferred by law (see MS 1971, Section 115.07). Approval of plans and permits is based upon the assumption that the information provided by the applicant is cor- rect and that all necessary legal requirements have been or will be satisfied. Plans for sewage, industrial waste or other waste disposal systeins are examined with regard to the design features which apply to operation and .naintenance of the treatment works or sewer system, the degree of treatment to be provided, the effectiveness and reliability of the system or methods employed, and compliance with applicable standards of quality and purity for waters of the state or effluents of: disposal systems. The bulletins entitled Recommended Standards for Sewage Works, 1971, revised edition, Tentative Standards for Design o Sma11 Se�.,aae Works, July 1962 and Feaeral Guidelines for Design, Operation ana Maintenance of Waste Water Treatment Facilities, September 0 and supplements thereto, as well as other memoranda, are used as a guide in examination of the design, operation and maintenance aspects of the proposed system. _ Sewer plans are recommended for approval on the basis that the system is to collect only domestic sewage and such industrial or other waste as may have been provided for in the design. Foundation or footing drains to collect ground water and roof drains or other surface water conduits should not be connected to the sanitary sewer system. Ade- quate field supervision and inspection by a qualified representative of the owner should be provided at all times during construction to assure that the project is constructed in compliance with the approved plans and specifications. The Agency assumes no responsibility for the integrity of structures or physical features, or for the reliability, durability or efficiency of specific items of propriety equipment or material. All applicable federal, state and local laws, regulations or ordinances must be followed in the design, location and construction of proposed sewer systems or treatment works. The Agency reserves the'right to withdraw its approval of plans if construction is not undertaken within a reasonable period after issuance of the permit. -STATE OF M{NNESOTA Minnesota Pollution Control Agency 1935 West County Road S-2 Roseville,. MN 55113 9ftr City of u,-*3" 0L- 01 n owe-14�14O -%�4 - a *4z- Or oal! 61 , ftxxy ffi, Beaton' l vatar lity tZ° STATE OF MINNESOTA Minnesota Pollution Control Agency 1935 West County Road B•2 Roseville, MN 55113 ?OR CONSTIRVeT.T014 AND 0MRATION Or �.#�»`? Cb2a r- . Carver C o f rsvant to Authorization by tim minneapta Fwaiat ork control entyo- aevordance vjtth tom. 'tQvisioas o 'ianeaota at.utvatz 176 ¢ Chapte=a 13- i n 11 e la are Wqp owl avid . I it ; fier y g et t o t: m City � C-hanhaz su for cons iozand operation of a sa =7 sewer extanAion 1n T� . a� Ji � consist of 2.400 flea l of S-i=h s1. nary Inc, � for the City- of Cha ! .,mmen. die . aJX411 ,vith all ?6s, ree-ulaUons and Per T. - at:on Chie t rcoil itl section Divis�ioa of .water Quality FEB 06 1980. -_! CARVER SOIL AND V TER CONSERVATION DISTRICT County Office Building Waconio, Minnesota 55337 Telephone (612) 442-2614 MIfti NESOTA SOIL. AND WATER CONSERVATION DISTRICTS January 31, 1980 Mr. John Rutford, Referral Coordinator Metropolitan Council 300 Metro Square Building 7th and Robert Streets St. Paul, Minnesota 55101 Dear Mr. Rutford: Find attached Soil and Water Resources Inventory and Evaluation for New Horizon Homes, as requested by your letter of 1/23/80. Sincerely, Dennis Hoese, Chairman Carver SR idCD DH/mh Enc. cc: New Horizon Homes, Inc. John C. Madison, Vice President of Construction Bob Waibel, Asst. Manager/Planner City of Chanhassen FES 1980 RECE"ED VuA-QE OF AN EQUAL OPPORTUNITY EMPLOYER <30 G INtrENTt).rtY AND EVALJATION SOZL.AND WATER RESOURCES FOR THE CARVER SOIL & WATER CONSERVATION DISTRICT COUNTY OFFICE BUILDING WACONIA, MINNESOTA 55387 NEW HORIZON HOMES HUD SUBDIVISION FEASIBILITY ANALYSIS FOR CHAPARRAL - 3RD CHANHASSEN, MINNESOTA METROPOLITAN COUNCIL REFERRAL FILE NO. 7874-1 SUBDIVISION 3993 - 13.03 ACRES QUADS - 100 Lots SUBDIVISION 3995 - 4.59 ACRES DOUBLES - 16 Lots REQUESTED BY: JOHN RUTFORD, REFERRAL COORDINATOR METROPOLITAN COUNCIL ST. PAUL, MINNESOTA REVIEWED BY: DONALD C. BERG, DISTRICT CONSERVATIONIST USDA SOIL CONSERVATION SERVICE COUNTY OFFICE BUILDING WACONIA, MINNESOTA 55387 JANUARY 31, 1980 John Rutford, Referral Coordinator for the Metropolitan Council, has requested soils information on the following: New Horizon Homes HUD Subdivision Feasibility Analysis for Chaparral - 3rd Chanhassen, Minnesota Metropolitan Council Referral File No. 787=-1 Subdivision 3993 - 13.03 Acres Quads - 100 Lots Subdivision 3995 - 4.59 Acres Doubles - 16 Lots The 13.03 acre parcel and 4.59 acre parcel is shown onithe "Location Map" in an approximate forty acre area. This forty acre area is cross hatched on the "Location Map" and labelled "Project Location". We have included an approximate forty acre soils map of "Project Location". Generalized soil survey mapping units have been drawn over the preliminary plat map and color coded to show building site limitations. Green has slight limitations Yellow has moderate limitations Red has severe limitations. The solid colors show land slopes, land alteration, soil erosion and sediment hazard limitations. The lined colors show soil wetness limitations. The soil mapping units and major building site limitations folz d on the prop- erty are listed below: Building Site Soil Map Color Limitations Soil Name Slope Ran>-e Symbol Green Slight land altera- Hayden loam 2 to 6% HaB tion and soil erosion Green Slight land altera- Terril loam 2 to 6% TeB tion and soil erosion Yellow Moderate land altera- Hayden loam 6 to 12% HaC2 tion and soil erosion Red Severe land alteration Hayden loam 12 to 18% HaD and soil erosion HaD2 Building Site Soil Map Color Limitations Soil Name Slope Range Symbol Yellow lines Moderate wetness LeSueur clay loam 0 to 6% LsB Red lines Severe wetness Cordova -Webster 0 to 2% Cw silty clay loam Red lines Severe wetness Glencoe silty 0 to 2% Ge clay loam SOIL AND WATER CONSERVATION CONSIDERATIONS The landscape architect or development designer should prepare a soil and water conservation plan as a part of the site plan that would show the following. (See URBAN EROSION CONTROL HANDBOOK published by the Metro Association of Soil and Water Conservation District's, August 1973. The page number is listed after each item.) The plan would: 1. Provide a planned time table for development phases including a land grading plan for soil erosion control practices, surface and subsurface water drainageways, as well as lots, building sites, streets and utilities. (PP 3 and 4) 2. Show location of stock piles for topsoilthaT will be used in final grading for a lawn sod and/or seed bed and landscape plantings. (pp 2) 3. Provide for controlled surface water runoff by providing grass waterways (pp 33 to 35) and using storm drains only needed. 4. Show a drainage plan for the Glencoe silty clay loam and Cordova -Webster silty clay loam areas which will provide for subsurface drainage and/or sump pumps and footing drains. Also included should be a method of base- ment waterproofing that would keep the seasonal water table below the level of the basement floors and thus prevent a continuing water seepage problem. 5. Provide for final revegetation with sod or grass seeding. (pp 5 to 10) Areas that will be exposed for 30 to 180 days during the stammer will be mulched or be planted to a temporary annual grass. (pp 11) The steeper D slopes (12 to 18%) should receive special erosion control consideration. For additional soils.information, see attached SINGLE SHEET INTERPRETATIONS and the SOIL SURVEY - Carver County, November 1968 USDA-SCS. S� METROPOLITAn CWO�TROL COfY miffion Twin Cities Area January 28, 1980 Mr. Donald W. Ashworth City Manager City of Chanhassen 7610 Laredo Drive Chanhassen, MN 55317 Re: Chaparral 4th Addition Dear Mr. Ashworth: From: C. Administrator C--..___,__-_ Presc. J^r�. The Metropolitan Waste Control Commission has reviewed your application for a sanitary sewer extension for Chaparral 4th Addition. This project is in accord with your comprehensive sewer plan (CSP) and consistent with the Metropolitan Urban Service Area. We will file this project as part of your CSP and inform the Minnesota Pollution Control Agency that we have no objections to these facilities. Sincerely, W.4,6k4 R. A. Odde Staff Engineer RAO:TFK:hw cc: Metro Council Myrna Halbach, MPCA 350 METRO fOUARE BLDG. 7TH 6 ROBERTfTREETf fA1nT PAUL mn 55161 6121/222.8423 recycled 0 7610 LAREDO DRIVEsP.O BOX 1479CHANHASSEN, MINNESOTA 55317 (612) 474-8885 MEMORANDUM DATE: January 25, 1980 TO: City Engineer, Jim Orr FROM: Ass't. City Manager/LUC, Bob Waibel SUBJ: Construction Plans and Specifications for Chaparral Fourth Addition PLANNING CASE: P-580 A I have before me at this time a letter of transmittal from Suburban Engineering for the subject itenis.'r•.Ther remarks are for me to -have your office review -the plans as• i =.soon as possible. In order to accommodate their.reguest, please send a statement outlining your costs in -carrying out this. review so that I may notify the applicant to make the appropriate escrow deposit. In your review report, please include the necessary information for the amount of performance securities needed and any other engineering costs you might anticipate. cc: Don Ashworth v v "W-rr. CI tl�f 300 Metro Square Building, 7th Street and Robert Street, Saint Paul, Minnesota 55101 Area 612, 291-6359 .January 23, 1980 To Whom It May Concern.: RE: New Horizon Home.s HUD Subdivision Feasibility AYlalvsis for Chaparral - 3rd Chanhassen, Minnesota Received 01/17/80 Metropolitan Council Referral File No 7874r1 Please refer to the attached explanation of the Metropolitan Council's responsibility to review Department of Housing and Urban Development Housing applications. The .Council has.been forwarded such an application for the project identified above. A copy of the application, which provides further details, is enclosed. Thanri y o u . f�� Sincerely, AION Iwo - METR OLITAN COUNCI Jok�n Rutford {•�- Referral Coordinator JR:ch. cc: Thomas Harren,' State Planning Agency Metropolitan Council District 16 An Agency Created to Coordinate the Planning and Development of the Twin Cities Metropolitan Area Comprising: Anoka County 0 Carver County 0 Dakota County 0 Hennepin County 0 Ramsey County 0 Scott County 0 Washington County METROPOLITAN COUNCIL Suite 300 Metro Square Building, Saint Paul, Minnesota 55101 291-6359 REVIEW OF DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT APPLICATIONS (Subdivision Feasibility Analysis) The Metropolitan Council is required by federal law and regulations to review certain specified applications for federal loans, grants, or other assistance. One of,the many types of applications which the Council reviews is Department of Housing and Urban Development Applications for Subdivision Feasibility Analysi;-s',- Form No. 2250. This application is submitted to the local area HUD office by a developer as a preliminary step in securing a guarantee from HUD that a future buyer will be able to receive federal mortgage insurance because the property to be pur- chased will have been determined to be in accordance with federal standards. Such applications are forwarded to the Council by the Minnesota Area. Office of HUD for comment concerning; - 1. "...the consistency of the proposed project with... areawide development plans. 2 "identification of major environmental concerns. " The Council must complete such a review and return it to the HUD office within 30 days. The ultimate purpose of this particular notification and review process is to encourage the coordination of federal and federally assisted housing programs with regional planning to facilitate orderly growth of local areas. This project will be reviewed in. accordance with procedures of the Office of Manage- ment and Budget which require that the Council notify potentially affected units of government, environmental commissions, and human rights commissions, inform them that such review is taking place, and invite questions or comments. These comments will be incorporated into the review and relayed to HUD. If you have questions, please call the Metropolitan Council Housing Staff at 291-5578._ 00 • �f ooz Mr�� y` O r s,* II�II�II i o REGION V Minneapolis, Minnesota DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT—,-..- MINNEAPOLIS—ST. PAUL AREA OFFICE 6400 FRANCE AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55435`7 55435 .lAN 1 5 ' S IN REPLY REFER TOs HS V: DO Mr. John Rutford Metropolitan Council 300 Metro Square Building 7th & Robert St Paul, Minnesota 55101 Dear Mr. Rutford: Subiect: Subdivision No.(s) 3993 and 3995 Chaparral-3d Chanhassen, Minnesota 3993 - Quads - 100 Lots 3995 - Doubles - 16 Lots - Pursuant to Revised OMB Circular A-95 Procedures, you will find en- closed the following for your review and recommendations: 1. ASP-1 Application.(s) 2. Location Map. 3. plat. Sincerely, 12 Thomas T. Feeney Area Manager Enclosures cc: Veterans Administration k tnnx NQo 0. Via- ROUTE I Attach: Copied L] Not CoNiO an t l . �. •.`ati,R^w. #�7:'^'>f,,,'k7i•+A,z, �-,,,'^'g,roN+'s'�p�[4w vss�,p+ti .i„vwv,..s `r-.. _ r•, ...,•, ,.-�w.evA er .+Fv .rs. r,. , -v.1',- - -- !`�4'K'7W ""grhriR4" ,t5.ysc .• 'tvti FYY"9V.eanabs'.. �.t.� (Y.yyj' ":C.Y `V �:� ..•--_' i '� 4•r-^ ': ♦r `r �,� t ��,. '^ ^' ah ," _ `vd+.�. �.. *�. '�'�'p: �Y.7'v�`. �,.•.T _ y.�YA.,.�rd rw .T i�� v 4:. �: �y�.3T•ww,'rt ""�.o3 ,"A�`is�."t {�'•�"�y` �..e,::w;s r".v � ,�.r '.y}, ? d1�: � ti r-`= y .. _ �:r''� `' ,� .'��•«'+t A*1 ��, y'.R �" �� y v • A • '` EXHIBIT B CITY OF CHANHASSEN PLAT OF CHAPARRAL (FORMERLY CARVER'S POINTE) DEVELOPMENT CONTRACT THIS AGREEMENT, Made and entered into this day of , 1978, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, hereinafter referred to as the City, and DUNN AND CURRY REAL ESTATE MANAGEMENT, INC., a Minnesota cor- poration, as fee owner and by NEW HORIZON HOMES, INC., a corporation, as contract purchaser. (Said fee owner and said contract purchaser are hereinafter referred to collectively hereinafter as the Developer), WITNESSETH: WHEREAS, The Developer is the owner. of a tract of land .lying within the City of Chanhassen and more particularly described on Exhibit A attached hereto and made a part hereof; and WHEREAS, the subject property is presently zoned R-JA, Agricultural Residence District; and WHEREAS, the.Developer has made application under the City Zoning Ordinance for City Council approval of a Planned Residential Development District encompassing all of the subject property; said district and plat to contain approximately 46.5 acres more or less divided into approximately 100 single family residential lots in four blocks and to be known as Carver's Pointe - Chanhassen Lakes North; and WHEREAS, the Developer, with the consent of the City, has changed the name of the proposed plat from "Carver's Pointe - Chanhassen Lakes North" to "Chaparral"; and WHEREAS, a public hearing was held by the City Planning Commission on March 8, 1978, to consider public comment on said development plan, plat, and rezoning; and WHEREAS, the City Council, by its resolution dated April 3, 1978, has approved said rezoning to P-1 and the develop- ment plan and preliminary plat of the Developer, subject to and on condition that the Developer enter into this agreement; and WHEREAS, approval of the development plan and preliminary plat of the Developer necessitated the vacation of West 63th Street from the Nez Perce west to County road No. 17; and -1- WHEREAS, a public hearing was held by the City Council on May 1, 1978, to consider public comment on said vacation; and WHEREAS, the City Council, by its resolution dated May 1, 1978, has approved the vacation of that portion of West 68th Street which lies westerly of Nez Perce and easterly of County Road No. 17 ; and WHEREAS, the City has established a policy requiring land developers to furnish surfaced streets, curbs, boulevard sodding, gutters, driveways, storm and surface water drainage facilities, street signs and lighting, municipal water and sanitary sewer faci- lities and underground electric and telephone service lines to all lots in plats approved by the City, all of the foregoing hereinafter sometimes referred to as "improvements"; and IIHEREAS, the Developer has made application to the City to be allowed at Developer's expense to construct, install and perform all work and furnish all materials in connection with the installation of the following improvements: a. Street grading, stabilizing, and bituminous surfacing; b. Surriountable concrete curbs and gutters; C. Sanitary sewer mains; d. Water mains; e. Storm and surface water drainage; f . Street signs; g. Boulevard sodding or seeding; h. Driveway surfacing; i. Underground utility lines; and j. Street lighting. NOW, THEREFORE, in consideration of the foregoing premises and acceptance by the City of the preliminary development plan and plat of Chaparral, the City and the Developer agree as follows: 1. Improvements by Developer. Developer agrees at its expense to construct, install and perform all work and furnish all materials and equipment in connection with the installation of the following improvements in accordance with the preliminary plat described in V Paragraph 28 below: a. Street grading, stabilizing, and bituminous surfacing; b. Surmountable concrete curbs and gutters; C. Sanitary sewer mains; d. Water mains; e. Storm and surface water drainage; f. Street signs; g. Boulevard sodding or seeding;. h. Driveway surfacing within the public street right of way; i. Underground utility lines; and j. Street lighting. -2- 2. Standards of Construction. The Developer agrees that all of the foregoing improvements shall equal or exceed City standards, shall be constructed and installed in accordance with engineering plans and specifications approved by the City engineers and the requirements of applicable City ordinances and standards, and that all of said work shall be subject to the supervision of the City engineers. 3. Materials and Labor. All of the materials to be employed in the making of said improvements and all of the work performed in connection therewith shall. be of uniformly good and workmanlike quality, shall equal or exceed City standards and specifications, and shall be subject to the inspection and approval of the City. In case any material or labor supplied shall be rejected by the City as defective or unsuitable, then -such rejected material shall be removed and replaced with approved material, and rejected labor shall be done anew to the satisfaction and approval of the City at the cost and expense of the Developer. 4. Construction Traffic. All traffic of equipment, supplies, etc., relating to the construction and installation of the improve- ments described in paragraph 1 above shall be limited to the use of MSAS 101. 5. Schedule of Work. The Developer agrees.t.hat it shall have all work done and the improvements described above in Paragraph 1 fully completed to the satisfaction and approval of the City on or before , 19 The Developer shall submit a written schedule indicating the proposed progress schedule and order of completion of work covered by this contract, which schedule shall be a part of this contract. Upon receipt of written notice from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work, the City, in its discretion, may extend the date hereinbefore specified for completion. 6. Roads, Sanitary Sewer, Water, and Storm Sewer Facilities a. Plans and Specifications. The Developer agrees to cause its engineers to prepare all plans and specifi- cations necessary for the installation of roads, curb, gutter, sanitary sewer, water and storm sewer facili- ties, including a final grading plan in and for said plat, said plans and specifications to be in substan- tial accord with the proposed plans thereof prepared by James R. Hill, Inc., and dated January 6, 1978, with the following modifications: i. Street right of ways within the plat shall be reduced to 50 feet. ii. The entire subdivision pattern shall be shifted 30 feet in an easterly direction. -3- iii. The surface water drainage plan shall be subject to the approval of the Riley Purgatory Creek Watershed District Board of Managers. iv. The Developer, in conjunction with the building inspector, shall develop a street naming plan which precludes the possibility of confusion with. existing street names. V. All plans and specifications shall be subject to the final approval of the City Engineer. b. As -Built Plan. Upon completion of construction, the Developer shall cause its engineers to prepare.and file with the *City an "as built" plan showing the installation of the foregoing facilities within the plat. C. Easements. The Developer, at its expense, shall acquire all easements from a11,,utti_1-1g property owners necessary to the installation o.f.the sanitary sewer, storm sewer, and water facilities within the plat, and thereafter promptly assign said easements to the City. In addition, the Developer, for itself and for its successors and assigns, agree to convey to the City at no cost to the City, the easements which are more particularlydescribed on Exhibit B attached hereto and made a part hereof. 7. Reimbursement of Costs. The Developer 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 administration and enforcement of the within agreement and the performance thereby by the Developer. 8. Disclaimer by City. It is understood and agreed that the City, the City Council, and the agents and employees of the City shall not be personally liable or responsible in any manner to the Developer, the Developer's contractors or sub -contractors, material- men, laborers, or to any other person, firm or corporation whomsoever, for any debt, claim, demand, damages, actions or causes of action of any kind or character arising out of or by reason of the execution of this agreement or the performance and completion of the work and improvements hereunder; and that. the Developer will save the City, the City Council, and the agents and employees of the City harmless from any and all claims, damages, demands, actions or causes of action arising therefrom and the costs, disbursements, and expenses of defending the same. 9. Written Work Orders. The Developer shall do no work nor furnish mate it als not covered by the plans and specifications for which reimbursement is expected from the City unless a written order for such work or materials is received from the City. Any such work -4- or materials which may be done or furnished by the Developer without such written order first being given shall be at its own risk, cost and expense, and Developer hereby agrees that without such written order, Developer will make no cl-aim for compensation for work or materials so done or furnished. 10. Performance Bond. For the purpose of assuring and guaran- teeing to the City that the improvements to be by the Developer constructed, installed and furnished as set forth. in Paragraph 1 hereof shall be constructed, installed and furnished according to the terms of this agreement, and that the Developer shall pay all claims for work done and materials and supplies furnished for the performance of this agreement and that the Developer shall fully comply with all of the other terms and provisions of this Development Contract. Developer agrees to furnish to the City either a. cash deposit, a corporate surety bond approved by the City and naming the City as obligee thereunder, or an irrevocable letter of credit approved by the City in the following amount $519,370.00. 11. Boulevards and Driveways. The Developer agrees to furnish,. construct and install, at Developer's sole expense, the following improvements for the benefit of each lot within the plat in accordance with the preliminary plat described in Paragraph 23 below: a. Boulevard sod or seeding, either of which shall be of uniformly good quality. b. Driveway surfacing within the public street right-of- way, the materials and installation of which shall be approved by the City Engineers. 12. Erosion Control. Developer, at its expense, shall provide temporary dams, earthwork or such other devices and practices, including seeding or graded areas, as shall be needed, in the judgment of -the City Engineers, to prevent the washing; flooding, sedimen- tation and erosion of lands and roads within and outside the plat during all phases of construction, including construction on indivi- dual lots. Developer shall keep all streets free of all dirt and debris resulting from construction by the Developer, its agents or assignees upon the lands described in Exhibit A hereto. 13. Access. Reasonable access, including temporary grading. and gravelling, shall be provided to all occupied residences in the plat until the streets are accepted by the City. 14. Street Lighting. The expense of furnishing electrical energy for street lighting purposes shall be assumed by the City 24 months after completion of installation of the street lighting system, or after 500 of the building lots have been approved by the construction of residences thereon, whichever is first to occur. -5- 15. Replacement of Defective Work. All work and materials performed and furnished hereunder by the Developer, its agents and subcontractors, found by the City to be defective within one year after acceptance by the City, shall be replaced by Developer at Developer's sole expense. 16. Liability Insurance. The Developer shall take out and maintain so long as the Developer's obligations under Paragraphs 1 and 15 above continue, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of its subcontractors, or by one directly or indirectly employed by any of them. Limits for bodily injury or death shall be not less than $100,000 for one person and $300,000 for each accident; limits for property damage shall be not less than $100,000 for each accident. The City shall be named as co-insured on said policy and the Developer shall file a copy of the insurance coverage with the City. 17. water and Sewer Revenues. Fi11 water and sanitary sewer service charges shall at all times be billed by the City and all revenuesderived therefrom shall be the sole property of the City. 18. Conveyance of Improvements. Upon completion of the installation by the Developer of the improvements set forth in Paragraph 1 hereof in accordance with the plans and specifications hereunder and the written approval by the City, the Developer shall convey said improvements to the City free of all liens and encum- brances and with warranty of title. Should the Developer fail to so convey said improvements, the same shall become the property of the City without further notice or action on the part of either party hereto, other than acceptance by the City. 19. Restrictive Covenants. Any proposed covenants or, restric- tions to be placed upon the lots in said plat shall be approved by the City Attorney prior to recording with the County Recorder or Registrar of Titles. 20. Building Permits and Occupancy Permits. Upon completion of the grading and placement of rock stabilizing materials for road construction within said plats, the City Building Inspector, upon the approval of the City Manager, shall be authorized to issue building penAits for residential construction within said plats upon payment of all fees and charges applicable to the issuance of permits. The occupancy of any structure within said plats for residential purposes shall be prohibited by.the City until the rock stabilizing base of the streets shall have been completed and municipal sanitary sewer and water lines shall have been installed and are available to serve the lot for which a building permit shall have been issued. -6- 21. Remedies Upon Default. a. Assessments. In the event the Developer shall default in the performance of any of the covenants and agree- ments herein contained, and such default shall not have been cured within ten days after receipt by the Deve- loper of written notice thereof, the City, if it -so elects, may cause any of the improvements described in Paragraph 1 above to be constructed and installed or may take action to cure said default and may cause the entire cost thereof, including.all reasonable engineerinc legal and administrative expense incurred by the City, to be recovered as a special assessment under M.S. Chap. 429, in which case the Developer agrees to pay the entire amount of the assessment role pertaining to any such improvement within thirty days after its adoption. Developer further agrees that in the event of its failure to pay in full any such special assess- ment within the time prescribed herein, the City shall have a specific lien on' all of Developer's real property within said plat for any amount so unpaid, and the City shall have the right to foreclose said lien in the manner prescribed for the foreclosure of .mechanic's lienE under the laws of the State of Minnesota. In the event of an emergency, as determined by the City.Engineers, the notice requirements to the Developer shall be and hereby are waived in their entirety, and the Developer shall reimburse the City for any expense incurred by the City in remedying the conditions creating the emerger b. Performance Bond. In addition to the foregoing, the City may also institute legal action against the Developer and the corporate surety on its performance bond, or utilize any cash deposit made or letter of credit delivered hereunder, to collect, pay or reim- burse the City for the cost of making any of said improve ments, or for the cost of curing any default by the Developer in its performance of any of the covenants and agreements contained herein. C. Legal Proceedings. In addition to the foregoing, the City may institute any proper action or proceeding at law or at equity to prevent violations of the within development contract, to restrain or abate violations of the within development contract, or to prevent use of occupancy of the proposed dwellings. 22. Special Conditions. Landscaping and location of structures on individual lots shall be determined through discussions between City staff and Developer or their assigns prior to issuance of building permits, subject to the following standards and conditions: a. Landscaping and location of structures shall take into consideration the preservation of trees, slope protec- tion, subsurface. drainage, prevention of siltation and -7- similar potential problems. b. In the event agreement cannot be reached between the City Staff and Developer or their assigns, the City shall have the right, at the expense of the Developer or its assigns., to engage the services of the City Engineer, Planner, a landscape arc1hitect, a soil con- servation consultant and others, to advise as to specific problems. C. Developer shall prepare and submit tot he City for its approval a landscape plan for the screening and buffering of the lots abutting CSAII 17 and MSAS 101. Said land- scape plan may incorporate earth berms, plant materials and fences. d. The certificate of occupancy for each homesite, or covenants and restrictions, may contain conditions for tree maintenance, and restrictions on tree removal, after consultations with the City Forester. e. Individual site drainage, basement waterproofing and footing drains for each residential structure shall be installed when necessary or appropriate. 23. Receipt of Engineers' Report_ Acknowledged. Developer acknowledges receipt of. the report of Schoell & Madson, Inc., City Engineers, dated January 31, 1978, relating to existing water and sewer services to serve the plat, and agrees to be bound by the determination of the City regarding any redistribution of existing assessments. and the imposition of supplemental assessments as defined in Paragraph 29 below. 24. Easements to be Shown on Plat. Easements for drainage, storm water holding ponds, City access to storm water holding ponds for maintenance purposes, and utility easements small be shown on the final plat. 25. Trees to be Provided. The Developer shall provide each lot with one boulevard tree of a specie acceptable to the City Forester and of a diameter of not less than 1-1/2". 26. No Variances. The Developer acknowledges that the City has approved the subject plat with the understanding that the Developer has thoroughly studied lot configurations depicted on the subject plat and that the Developer is satisfied that.no variances from the front yard setbacks and side yard setbacks depicted on the Developer's "Setbacks and Lot Areas" plan dated January 6, 1978, a copy of which is on file in the office of the City's Zoning Administrator, will be necessary. 27. Address of Developer. The address of the Developer for purposes of this development contract is New Horizon Homes, Inc., 3131 Fernbrook Lane, Plymouth, Minnesota, 55441. 28. Final Plat. The Developer agrees to proceed immediately with the preparation of its final plat, which shall conform to its approved preliminary plat as prepared by James R. Hill, Inc.., and dated January 6, 1978 with the following modifications: 29. a. Street rights of way within the plat shall be reduced to fifty feet in width. b. The entire subdivision pattern shall be shifted thirty feet in an easterly direction. C. The number of lots in Flock 3 shall be reduced from thirty lots to a maximum of twenty-eight lots. d. The number of lots in the northerly half of Block 1 shall be reduced from six lots to a maximum of five lots. Special Assessment Payment Schedule. a. Developer Consents to Supplemental Assessment. The Developer acknowledges tfiat the subject property derives special benefit from the sewer lift station facilities, trunk and lateral sanitary sewer facilities, and trunk and lateral water facilities which were con- structed as a part of Chanhassen Improvement Project 75-2 (Carver Beach Sewer and Water Project,) and as a part of Chanhassen Improvement Project 75-3 (Greenwood Shores Sewer and Water Project.) The Developer acknowledges.that the amount of said special benefit so derived from Project 75-2 and Project 75-3 exceeds the amount of the special assess- ments levied pursuant to Chapter 429 of Minnesota Statutes by resolutions of the Chanhassen City Council adopted and dated October 6, 1976. The amount of said excess is One hundred Sixty -Three Thousand Five Hundred Seventy Nine Dollars ($163,579.00), which sum is hereinafter referred to as the "Project 75-2/75-3 supplemental assessments" or as the "Project 75-2 supplemental assessments" and the "Project 75-3 supplemental assessments." The developer agrees that the entire amount of the Project 75-2/75-3 supplemental assessments shall be paid by the Developer as special as s essme-nts levied against the properties proposed plat in twenty- six (26) equal semi annual installments, together with interest on unpaid installments at the rate of seven and one-half (7 1/20) percent per annum accruing from October 6, 1976. Said semi annual installments shall commence on May 30, 1.979, with installments due on the 31st day of each October thereafter and the 30th day of each May thc2reafter until October 31, 1991, on which date any remaining principal balance plus accrued interest shall be paid. Said semi annual installments shall be inclusive of and applied first to accrued interest and the remainder shall be applied to reduce principal. The Developer shall have the right and privilege to prepay the full amount of the then outstanding Project 75-2 supplemental assessments or the full amount of the then outstanding Project 75-3 supplemental assessments, together with accrued interest thereon, at any time. b. Developer Waives Public Hearing and Right of Appeal. The Developer -waives its right to public hearing . under §429.061 and 429.071 of Minnesota Statutes and its right of appeal under §429.081 of Minnesota Statutes as to the Project 75-2 supplemental assess- ments and as to the Project 75-3 supplemental assess- ments. c. Acceleration of Payment Schedule. In the event that an occupancy permit is applied for for any residential structure constructed upon any lot in the proposed plat, the payment of the Project 75-2 supplemental assessments and the Project 75-3 supplemental assessments shall be accelerated as provided in -Paragraph 29(d) below. d. Payments Due Prior to Occupancy. No residential structure within the proposed plat shall be occupied until the developer has paid in full all unpaid special assessments levied against the lot on which said structure has been erected. The term "all unpaid special assessments" shall be deemed to include: i. Any outstanding City sewer and water hook-up charges and any charges owing to Metropolitan J.aste Control Commission. ii. One ninty-fifth (1/95) of the total amount of the Project 75-2 supplemental assessments, including accrued interest thereon, less the sum of any principal payments made theretofore and applied against said Project 75-2 supplemental assessments. iii. One ninty-fifth (1/95) of the total amount of the Project 75-3 supplemental. assessments, including accrued interest thereon, less the sum of any -10- principal payments made theretofore and applied against said Project 75-3 supplemental assessments, ani iv. One ninty-fifth (1/95) of the then outstanding principal balance, together with accrued interest thereon of the Project 75-2 and Project 75-3 special assessments which were levied by the Chanhassen City Council by resolutions adopted October 6, 1976. 30. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that they are fee owners. of the subject property. 31. Successors and Assigns. It is agreed by and between the parties hereto that the agreement herein contained shall be binding upon and inure to the benefit of their respective legal representa- tives, successors and assigns. IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed on the day and year first above written. NEW HORIZON HOMES, INC. By Its And Its CITY OF CHANHASSEN By_. __ __ ___ Its Mayor Attest: City Manager. STATE OF MINNESOTA) COUNTY OF CARVER ) ss. DUNN AND CURRY REAL ESTATE MANAGEMENT, INC. By Its And Its On this day of , 1978, before me, a notary public within and for said county, personally appeared Walter Hobbs and Donald W. Ashworth, to rr:e personally known, who, being each by me duly sworn, did say that they are respectively the Mayor and City Manager of the corporation named in the foregoing instrument, and that said instrument was signed and sealed in behalf of said corporation by authority of its City Council, and said Watler Hobbs and Donald W. Ashworth acknowledged said instrument to be the free act and deed of said corporation. -IT- wf7 —a r'r Dai L,l i STATE OF MINNESOTA) COUNTY OF ) ss. On this day of , 1978, before me, a notary public within and for said county, personally appeared and _ _ _ to me personally known, who, being each by me duly sworn, did say that they are respectively the _ and the of NEW HORIZON HOMES, INC., and that the seal affixed to said instru- ment is the corporate seal of said corporation, and that said instru- ment was signed and sealed in behalf of said corporation by authority of its Board of Directors, and said and acknowledged said instrument to be the free act and deed of said corporation. Notary Pubic STATE OF MINNESOTA) COUNTY OF ) ss. On this day of 1978, before me, a notary public within and for said county personally appeared and to me personally known, who, being each by me duly sworn, did say that they are respectively the _ and the CI DUNN AND CURRY REAL ESTATE MANAGEMENT, INC., and that the seal affixed to said instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by authority of its Board of Directors, and said and acknowledged said instrument to be the free act and deed of said corporation. Notary Public -12- WlLLIAM D. DCrHp1cLL SCHOEI.._L_ & MADSON. }�C, CARLIf Ls MADAM,, .14:0IfTCRC0 CIVIL ENOIN[Lq ..INN. NO. 2260 NO. DAK. 7fr WIC. ND. K-• 176 /IOI.IDA ND. 4771 NO. OAK. 427 640607. NO. 1a1••11 1D.A ND. 4*73 Revised "That 2-13-76 if 112, Sec. 12 ENGINEERS & SURVEYORS SO NINTH AVCNUIL nOUTH HDAKIHS. MINNE50TA SS74, PHONE 0320-7MC" ®ESGAIP` 113 UM FO RI CITY OF CHANIMSE"tI REGf9TERED LAND 9URVEY I46N04. NO. 4374. SO. OAK. 791 Wis. 040. 1•67A IOWA ND. 3701 NO. OAK. 1 I Df MONT. NO. 1742-0 EXHIBIT "B" CARVER BEACH AREA SANITARY SEWER AND WATERl1AINS Chaparra portion of the following easement which lies within plat of/ 42) A 30.00 foot temporary construction easement and a 14.00 foot perpetual easement for watermain purposes over, under and across the following described property: Torrens Starting at a point in the centerline of Lakeview Drive which is Ctf. No. distant, in a Northwesterly direction, 484.118 feet from the irate 7001 section of the centerlinesof said Lakeview Drive and Fern Road as it appears on the "Map of Carver Beach" at Long Lake, Carver Coun Minnesota, according to the plat thereof, on file and of record i the office of the Registrar of Titles in and for said County of Carver and State of Minnesota and running thence S. 750 07' 00" W a distance of 3.240 feet to the point of intersection of tangents a curve with a radius of 278.141 feet swinging Westerly and at th centerline of Doqwood Road of the aforesaid "'tap of Carver Beach" thence "!. 650 20' 00" W. along the tangent of the same curve a distance of 29.336 feet to a point in the same said tangent; thence S. 240 40' 00" VI. a distance of 10 feet plus or minus, to point on the Southerly side of said Dogwood Road which is the POI OR PLACE OF BEGINNING; from thence, along the southerly side of Dogwood Road, the following courses and distances: Westerly, alc a curve with a radius of 293.141 feet, a distance of approximate, 75. feet to a concrete monument on the ground; thence N..650 20' 09' W. 740.284 feet to a point of curve; thence along this curve which has a radius of 609.922 feet, a distance of 246.849 feet tc a point of tangent; thence N. 880 31' 2.0" W. a distance of 2387 feet to the centerline of Excelsior Road .as it appears on the "Ni< of Carver Beach"; thence S. 10 07' 10" W. a distance of 180.01 feet to a point; thence S. 10 50' 10" W. 420.005 feet to the mos westerly point of this parcel as it is conveyed; thence S. 880 3 20" E., 2,234.85 feet; thence S. 20 34' 40" E. 406.02 feet; then, S. 8b° 31' 20" E. 1254.73 feet; thence N. 10 28' 40" E. along th Uesterly side of a Right of Ilay, a distance of 370. feet plus or minus; thence and still along the westerly side of sar:e said Rig of 'Way, N. 220 21' 40" U. a distance of 260. feet plus or minus, the P0114T OR PLACE OF BEGINNING. Excluding all that portion of Excelsior Road which runs Southwesterly_ along the ;lest Boundary of this parcel as described. Excepting from the above property, the following described parcE Starting at a point in the centerline of Lakeview Drive which is distant in a Northwesterly direction, 484.11B feet from the intE section of the centerlines of said Lakeview Drive and Fern Road it appears on the"flap of Carver Beach" at Long Lake, Carver COL Ili nnesota, according to th12 plat thereof, on file and of record the office of the Registrar of Titles in and for said County of (Continued)-- page 1 of 3. 0 CARVER SOIL AND V ER CONSERVATION DISTRICT MINNESOTA I %'MD. SOIL AND WATER CONSERVATION DISTRICTS March 21, 1980 Mr. John Rutford, Referral Coordinator Metropolitan Council 300 Metro Square Building 7th and Robert Streets St. Paul, Minnesota 55101 Dear Mr. Rutford: County Office Building Waconia, Minnesota 55387 Telephone (612) 442-2614 Find attached Soil and Water Resources Inventory and Evaluation for New Horizon Homes,.as requested by your letter of February 13. As you can see, we are using "Erosion Control Handbooks" in our review of urban development projects. Perhaps you could tell us the best way to get these books to developers and planning and engineering consultants for their use when developing plans. Sincerely, Dennis Hoese, Chairman Carver S&`CD DH/mh Enc. cc: New Horizon Homes, Inc. John C. Madison, Vice President of Construction Bob Waibel, Asst. Manager/Planner City of Chanhassen RECEIVED ;. �P VILLAG or CHANNA SLN MINK. �Ciw AN EQUAL OPPORTUNITY EMPLOYER -Q D- 0® INVENTORY AND E'tIALU.ATION SOIL A ND VA TER RESOURCES FOR THE CARVER SOIL & WATER CONSERVATION DISTRICT COUNTY OFFICE BUILDING WACONIA, MINNESOTA 55387 NEW HORIZON HOMES HUD SUBDIVISION FEASIBILITY ANALYSIS FOR CHAPARRAL'- 4TH ADDITION CHANHASSEN, MINNESOTA METROPOLITAN COUNCIL REFERRAL FILE NO. 8045-1 REQUESTED BY: JOHN RUTFORD, REFERRAL COORDINATOR 14ETROPOLITAIT COUI;CIL ST. PAUL, MINNESOTA REVIEWED BY: DONALD C. BERG, DISTRICT CONSERVATIONIST USDA SOIL CONSERVATION SERVICE COUNTY OFFICE BUILDING WACONIA, MINNESOTA 55387 MARCH 20, 1980 John Rutford, Referral Coordinator for the Metropolitan Council has requested soils information on the following: New Horizon Homes HUD Subdivision Feasibility Analysis for Chaparral - 4th Chanhassen, Minnesota Metropolitan Council Referral File No. 8o45-1 29.2 Acres - 47 Lots The 29.2 acre parcel is shown on the "location map" as a circle. We have in- cluded an approximate forty acre soils map of the "project location". Generalized soil survey mapping units have been drawn over the preliminary plat map and color coded to show building site limitations. Green has slight limitations Yellow has moderate limitations Red has severe .limitations. Blue has very severe limitations. The solid colors show land slopes, land alteration, soil erosion and sediment hazard limitations. The lined colors show soil wetness limitations. The soil mapping units and major building site limitations found on the prop- erty are listed below: Building Site Mar; Color Limitations Green Slight land altera- tion and soil erosion Green Slight land altera- tion and soil erosion Yellow Moderate land altera- tion and soil erosion Yellow Moderate land altera- tion and soil erosion Red Severe land alteration and soil erosion Blue Very severe land alter- ation and soil erosion Yellow lines Moderate wetness Red lines Severe wetness Soil Soil Name Slope Range Symbol Hayden loam 2 to 6% HaB Terril loam 2 to 6% TeB Hayden loam 6 to 12% HaC Hayden loam 6 to 12% HaC2 eroded Hayden loam 12 to 18% HaD Hayden loam 18 to 25% HaE2 eroded LeSueur clay loam 0 to 6% LsB Glencoe silty 0 to 2% Ge clay loam e SOIL AND WATER CONSERVATION CONSIDERATIONS The landscape architect or development designer should prepare a soil and water conservation plan as a part of the site plan that would show the following. (See (A) URBAN EROSION CONTROL HANDBOOK published by the Metro Association of Soil and Water Conservation District's, August 1973 and (B) URBAN EROSION AND SEDIMENT CONTROL HANDBOOK published by the United States Department of Agriculture, Soil Conservation Service, St. Paul, Min- nesota, 1976. The page number is listed after each item.) The plan would: 1. Provide a planned time table for development phases including a land grading plan for soil erosion control practices, surface and subsurface water drainageways, as well as lots, building sites, streets and utili- ties.. (See (A) pp 3 and u) 2. Show location of stock piles for topsoil that will be used in final grad- ing for a lawn sod and/or seed bed and landscape plantings. (See (A) pp 1 and 2) 3. Provide for controlled surface water runoff by providing grass waterways (See (A) pp 33 to 35) and using storm drains only when needed. 4. Show a drainage plan for the Glencoe silty clay loam which will provide for subsurface water drainage. Also included should be a method of base- ment waterproofing, such as sump pumps and footing drains, that would keep the seasonal water table below the level of the basement floors and thus prevent continuing water seepage problems. (See (B) pp 175 - 181) 5. Provide for final revegetation with sod or grass seeding within seven days of final grading. (See (A) pp 5 to 10) Areas that will be exposed for thirty days or more during the summer will be mulched or be planted to a temporary annual grass within seven days after completing primary grading. (See (A) pp 11) The steeper D slopes (12 to 18%) and E slopes (18 to 25%) should be sodded or receive special erosion control consider- ation. For additional soils information see attached Single Sheet Interpretations and the SOIL SURVEY - Carver County, November 1968 USDA-SCS. The erosion.control handbooks listed as (A) and (B) above are available at the Carver Soil and Water Conservation District office at Waconia. JMB�R 20 ' i 840 3000 Feet { March 19, 1980 Thomas T. Feeney, Area Director 4inneapolis-St.. Paul Area Office Department of HUD 6400 France Avenue South Edina, Minnesota 55435 RE: Subdivision No. 4011, (Single Family) Chaparral - 4th Division Chanhassen, Minnesota Metropolitan Council Referral File No. 8045-1 Dear Mr. Feeney: The Metropolitan Council considered the above project at a recent meeting and you were advised of the Council's action. Since then we have received a letter from the Metropolitan Waste Control Commission commenting on this matter. A copy of this correspondence is attached for your information. Sincerely, l Martha A. Allen Assistant Referral Coordinator P!.AA: vv Attachment cc: Richard J. Dougherty, Chief Administrator, MWCC John C. madison, Vice Pres. of Const., New Horizon Homes Don Ashworth, City Manager, City of Chanhassen f1Atr nu_ Cr•.:tt. i i r rl Lt, it f :!. 'T',.rt; tr,•, .t, _,: :1r+:+i I ebr.uary 29, 1930 t;r. John rut -Ford Referral Coordinator Metropolitan Council 300 iJictro Square Building St. Paul i nnesota 55101 Re: i ietropol i tan Council File No. 8045-1 Dear Mr. Rut -Ford: The IietrOLolitan 1•;aste Control Commission receipt of the HUD Application for Envi.ronimental Review for Chaparral-4th Addition to be located in Chanhassen, Minnesota. The proect area is sho':rti on the City's approvLld lrt,2rim Cofiiprehen- s ive Sewer' Plan for develop !ent. for this reason tfle i.o;,., S5i01i has no objection to this project. I Very truly yours, � Riciard J. DouOherty6 I Chief Adriinistrator RJD:Y;1•?:nc .,16i ....•,_, .,. �� *s...... , - . ,..� � � .yaw+czs,,,a.x,�:.-.m¢.v#v��rn..S¢...:.. ww�e.+.,..,,a. .W..,.u, ti.....• .. >.ux.�:� : .....�;,...aa� �. .w ..,....,. . _,,. a _. ��r,-.:.�.-.�.�,..�:,.�.:;...:�.� � .,,_»_�._.,.,•.. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT MINNEAPOLIS—ST. PAUL AREA OFFICE 6400 FRANCE AVENUE SOUTH REGION V Minneapolis, Minnesota 55435 MINNEAP-O IS, MINNESOTA 55435 M R 1 7 1980 IN REPLY REFER TOs Appraiser: Darryl Olson I Telephone: 725-4782 Mr. John Madison Name of Subdivision: New Horizon Homes. Inc. 3131 Fernbrook Lane North LocationCha: Chanhassen, , M Aden. Minnesota Plymouth, Minnesota 55441 HUD File No. Dear Mr. Madison: HUD environmental review has been completed. After we receive your signed concurrence with the contents of this letter, we will accept formal applica- tions for commitments on individual properties or group submissions. All commitments issued will be subject to compliance with the following checked conditions: 1. LJ Construct subdivision improvements in accordance with plans, speci- fications and other exhibits certified to by each professional on by B. Patterson & M. Mindess on February 1, 1980. copy attached Obtain written approvai trom ITOD for any changes in certitie exhibits prior to...,proceeding with work. 2. Q Furnish one set of Street and Drainage Plans signed by local author- ity. 3. [R7 Comply with HUD Data Sheet 79g, (Including certifications by the Soils Engineer and the Erosion -control Specialist). . 4. Q On completion of subdivision improvements, furnish your signed certification that all improvements have been constructed per HUD accepted certified exhibits and all HUD and local standards. 5. f Furnish evidence that streets, drainage, water supply and sanitary sewerage systems have been accepted for continuous maintenance by local authority that has jurisdiction. 6. Furnish copy of recorded plat. _-d? __ _ ________ _`' signet it -es e€ ey , _ 7. © Initial HUD commitments will be limited to until marketability is established. 8. LJ Additional conditions See T-xhibit "AI' attached. This letter is void it satis actory comp iance is not -demonstrated witFin one year. Please indicate your concurrence by signing and returning the attached copy. Director, Housing Division Service Or ice Supervisor Attachment: cc: Veterans Administration, Metropolitan Council- City Sngr. of Chanhassen CONCURRE NCE : (Developer) (Date) HUD-92258 (6-79) Exhibit "A" Subdivision No. 4011 8a. Utilities: All properties to be served by public sanitary sewer and public water supply. b. Storm Sewer: Per city plans and specifications. c. Street Improvements: Bituminous surfaced per city specifications. d. Curb and Gutter: Concrete per city specifications. e. Street Trees: 2" caliper, one per lot. All lots in subdivision. f. Ingress and Egress: The property shall be adequately served by all weather facilities for the ingress and egress for pedestrian and vehicular traffic including fire apparatus prior to requesting the final inspection. g. Liens and Assessments: No lien or assessment shall be applied against the property as a result of required subdivision improvements. h. Park: 'Outlot "A"- Dedicatle to City of Chanhassen. Submit a letter �__�_ � from the municipa_ity Iiay.lCat3it� �v1ur_ii�,� that they have aC��pted the park area for ownership and continuous maintenance. i. Install a footing drain tile ,system, complete with sump, for each property. This requirement may be waived, in writing, by the Soils Engineer if he deems it not necessary. j. Bottom of basement floor to be a minimum of 4' above water table. k. Earthwork shall be done in accordance with HUD-FHA's Data Sheet 79g; 'Land Development with Controlled Earthwork': NOTE: ,IT IS THE RESPONSIBILITY OF THE DEVELOPER TO COMPLY WITH ALL REQUIRE:- MENT5 IN THIS REPORT EVEN THOUGH LOTS MAY BE SOLD TO OTHER BUILDERS OR INDIVIDUALS. CITY CF CHANHASSEN 7610 LAREDO DRIVE*P.O. BOX 1476CHANHASSEN, MINNESOTA 55317 (612) 474-8885 PLANNING REPORT DATE: February 12, 1979 TO: Planning Commission and Staff FROM: Assistant City Manager/Planner, Bob Waibel SUBJ: Proposed Preliminary Development Plan Review, Public Hearing APPLICANT: New Horizon Homes PLANNING CASE: P-580 Petition The petition before the Planning Commission at this time is to hold a public hearing to consider the preliminary development plan, subdivision, and rezoning from R-lA, Agricultural Residential District to P-1, Planned Residential District, for Outlots B and C of the Chaparral Addition. Comments Attached hereto, is a report from Bruce Patterson of Suburban Engineering which is in response to the previous meetings staff recommendation that the interior streets of the development have roadways 36' wide. The city engineer will be presenting and outlining the problems that occur when street widths are not adequate. In the last few weeks, staff has been studying the possibility of the vacation of Dogwood Avenue in lieu of the New Horizon proposal. Dogwood Avenue forms the northeastern border between Chaparral and Carver Beach. Dogwood Avenue is presently a paper street in the Carver Beach plat. After studying the Dogwood Avenue situation, it is staff's recommendation that Dogwood Avenue not be vacated at this time, even though the proposed lots in the northeastern portion of the subject property could potentially have double frontages, should Dogwood Avenue ever be improved. Should the proposed development plan at hand be approved, it would predicate that in the eventuality that Dogwood Avenue be improved, the cost of improvements would be born solely by the property owners abutting Dogwood Avenue in the Carver Beach Neighborhood. The unusual situation of Dogwood Avenue in relationship to the proposed development, is another extension of the problems created by the incompatible and obsolete platting methods applied in the Carver. Beach plat. As you well know the Carver Beach area is not suited to adequately the volumes PLANNING REPORT -2- 2-12-''9 of traffic created by the neighborhood itself. From a planning standpoint, it is best that whenever possible, potential additional traffic within the Carver Beach area be discouraged to enter the neighborhood on a regular basis. This is essentially why the northeastern lots of New Horizon should not gain access onto Dogwood Ave. Although the following is not attributable to the proposed development, it is a concern that should be addressed and analyzed by the Park and Recreation Commission within the next few weeks. Approximately a quarter mile northeast of the Chaparral addition, there is a mini -beach along Huron Avenue in the Carver Beach neighborhood. There is no doubt that the availability of a beach area within such a short distance of an urbanized development such as the magnitude of the one at hand, will undoubtedly experience an increase in usage. This particular item will be discussed between myself and the Park and Recreation Commission tomorrow evening and a verbal report elaborating the potential problems for the mini -beach will be given to the Planning Commission at the public hearing. Recommendation I recommend that the Planning Commission plan, subdivision plan, and rezoning from Homes, Chaparral, Outlots B & C. approve the preliminary development R-lA to P-1 for New Horizon Also attached to this report is a sample of a covenance and restriction drafted for another New Horizon Development. Assistant City Attorney will report briefly on this at the public hearing. ,4D minnesota department of health 0 717 s.e. delaware st. minneapolis 55440 (612) 296-5221 March 81 1979 New Eprixor► _;, Inc. 3131 florth Feritthr Kok Lan; - Plyrn th, Minorsota 55441 Gents er, a t: Oclosed is tDpy of our : - ort covering an exai ination of V.c. Environmental Assessment WorksheE•t-Negative teclaration deterr-linina. within the area of the Department of health's rev, osi bi l i ty, t, hc- need to require -in Eavirownental Iasi act Statement for Chaparral, Carver County. 4's do not InteM to file obJections to the 'Negl3tive Declaration ,t this tire. If ,you have. any 'iestions In r,. -ard V, the inf,_Mation contain_° in this r. Port, pleas,, write us. Yours very truly, Di vid G. Gr-_y, Chi,, $;- Cti+rp of F -1.1 th "i sk Assessment :nclosure CC EnVi 1"orn i ntal C�1131 ity City of Chanh-sser,, RECEIVLiD VILLAGE OF CI-IANHASEWM,. It-11 an equal opportunity employer 3 MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health Report on Environmental. Assessment Worksheet (EAW) - Negative Declarations Project name Ghii2arral Project proposer(s) New Wrim Dior i r , Ing, Responsible Agency or Person City Of Chlnhamn Address 7610 Laredo Drive, Chanhassen, Ainneaot& $5337 Person in Responsible Agency (Person) to contact Robert 14,A11 l Date of Negative Declaration Deadline for filing Notice in EQB Monitor . 3/12/79 objection 3!14/79 Date received 1/31/79 Date reviewed 3/7/79 Reviewed and submitted by LAura A. {?itJ+ar, Public Health Engimer Scope - The examination of this EAW is limited to an evaluation of this project within the area of the Department of Health's responsibility to determine only the need to require an Environmental Impact Statement (EIS) pursuant to 6 MCAR §3.025 and does not cover any other rules nor li:Tiit later permit requirements and does not limit statutory authority vested in the Department of Health. Conclusion - The Department of Health finds the action, as described in this EAW, to be in accord with the Negative Declaration Notice filed by the Responsible Agency or Responsible Person and does not intend to file objections at this time pursuant to 6 MCAR §3.028 B.1. Comments - Laura A. Public N; Approved: David G. Gray, Chief Section of Health Risk Assessment ��p1NESOTq bO y0 a a a � �Qo OF Tr; / Minnesota Department of Transportation Transportation Building St. Paul, Minnesota 55155 Phone 296-1636 March 5, 1979 Robin Waibel City of Chanhassen 7610 Larido Drive Chanhassen, Minnesota 55317 In Reply Refer to 702: Chaparral Environmental Assessment Worksheet Dear Mr. Waibel: The Minnesota Department of Transportation, (Mn/DOT) has reviewed the Chaparral Environmental Assessment Worksheet for the City of Chanhassen and offers the following comments for your consideration in planning for this development. It is anticipated that this development, upon full occupancy,will adversl impact o Y p present highway corridors passing the development area. We except that Trunk Highway 5 will be the main arterial used by the future residents of Chaparral. T.H. 5 is now operating close to capacity level during peak hours. We expect an additional 300 VPH during the peak hour. These additional vehicles will s.everly impair the level of service on T.H. 5. Mn/DOT has no immediate plans for the upgrading of T.H. 5 through Chanhassen. Plans should perhaps be made on the county level to upgrade County State Aid Highway 17 as it interacts T.H. 7 in Excelsion. T.H. 7 could 'handle the traffice without serious impact to it. If you have any questions on the above comments, please contact Bob Morast directly at Mn/DOT's Golden Valley District Office at 545-3761 or myself at 296-1636. Sincerely, Randy H lvorson WD AIAR1979 Acting irector RECVED Office of Environmental Affairs VftJ-AGr op lj 0RANN t cc: Mary Sullivan - Environmental Quality Board Administra S )WINK �C? Gordie Fay - State Aid Engineer Patrick Murphy C rger Counter En neer n Equal opportunity mployer _g'9 i CITY OF CHANHASSEN 7610 LAREDO DRIVEOP.O BOX 1470CHANHASSEN, MINNESOTA 55317 (612) 474-8885 PLANNING REPORT DATE: March 1, 1979 TO: City Manager, Don Ashworth FROM: Assistant Manager/Planner, Bob Waibel SUBJ: Preliminary Development Plan Review for Chaparral Outlots B and C APPLICANT: New Horizon Homes, Inc. PLANNING CASE: P-;580 Petition New Horizon Homes, Inc. is proposing to construct 160 units of townhomes, 102 units of duplex, and 74 units of single family in the area indicated as outlots B and C of the Chaparral Addition. This request would require rezoning from R-lA, agricultural residence district to P-1, planned residential development, wherein is required preliminary development plan review. By the provisions of ordinance 47, the preliminary development plan review stage might also be called concept plan review. From the materiAls required by ordinance 47 for preliminary development plan review, it is obvious that the intention is to have the applicant demonstrate the viability of a concept for preliminary city approval before investing money into costly final engineering plans and reports. Essentially what is needed at this time is for the council to render their decision on the overall lay out, density, and compatibility of the proposed plan. The preliminary development plan review decision, is necessarily contingent to the workability of the final development plan documents. As noted in the attached reports, the subject development involves approximately 106 acres located in the southeast quadrant of the intersection of Powers Blvd. and MSAS 101. As shown in enclosure A, the land use proposed for the property is as follows: Four unit townhomes - blue Duplex - green Single family - yellow Park - olive Storm Water ponding (possible) - pale blue Mr. Don Ashworth -2- march 1, 1979 The development area is traversed by newly constructed 11,SAS 101. The applicant has requested that MSAS 101 be brought to full urban collector standards along their properties. As noted in the attached planning reports, it was staff's recommendation that sidewalks be provided along the south and west sides of DISAS 101 along the length of the property and that a bike trail be provided for along the north and east side of MSAS 101 the total length of the development and that these facilities be a requirement of the development conditioned upon the city's commitment to complete this connection to West 78th Street. An environmental assessment worksheet was completed as per State law, and was published in the EQB Monitor on February 12, 1979 for the mandatory 30 day review period. Staff has made a finding of negative declaration meaning that no environmental impact statement is found to be necessary. The Ci ,7 public hearing � d-h� at zc--�. V�ou�l-E3�-1�t.�U-Vrf�re�--a-p'dac�iil: lfor -cric `�a%o-f Dogwood Avenue which forms the common boundary between the subject development and Carver Beach. Prior to proceeding with publication of - 'the hearing, staff believes such.be reviewed in light of the concept plan with staff now recommending that vacation not.be considered. However, it was noted in the planning report of February 12, 1979, that although the proposed circulation in the New Horizon development east of MSAS 101 is preferable from a planning standpoint, it would also have the affect that should Dogwood Avenue ever be put in, there would be no benefit realized to the New Horizon property adjoining Dogwood Avenue, and also., should Dogwood Avenue be improved the burden of cost would be shifted to the properties along Dogwood Avenue in Carver Beach. Attached hereto are excerpts from the sample covenants and restrictions for the townhome units provided to staff by New Horizon Homes. The only problem I have with this document is that State law limits the effectiveness of covenants to 30 years. In regards to architectural review and property maintenance, I would prefer a perpetuous document. Although the minutes of the Planning Commission meetings of February 14, 1979, and February 28, 1979, have not yet been transcribed at the time of writing this report, my notes indicate that the planning commission recommended that the applicant be required to place 32 foot roadways throughout the multiple area of development, and 28 foot roadways through the single family area of the development. In the past, the city council has made it quite clear about their concerns for the drainage along this area's watershed into Lotus Lake. Should the city council approve the preliminary development plans of New Horizon Homes, and encourage them to prepare final plans, said final plans should have sufficient hydrological assurances that this project will not cause any increased stream bank erosion downstream. Recommendation I recommend that the city council approve the preliminary development plan, subdivision, and rezoning from R-lA, agricultural residence district to P-1, planned residential district, for Chaparral Outlots B and C. w CITY OF CHANHASSEN 7610 LAREDO DRIVEOP 0 BOX 1470CHANHASSEN, MINNESOTA 55317 (612) 474-8885 PLANNING REPORT TO: Planning Commission and Staff FROM: Assistant Manager/Planner, Bob Waibel DATE: February 28, 1979 SUBJ: Street Widths for Chaparral Outlots B and C APPLICANT: New Horizon Homes PLANNING CASE: P-580 At the public hearing for this item on February 14, 1979, the issue of street widths had not yet. been resolved. As you recall, the reports by both Mr. Bruce Patterson and the City Engineer wbre very informative, however, the final recommendation is apparently left to this office. I agree whole-heartedly with the arguments that the greater the amount of impervious area, the greater need for land areas dedicated to drainage holding areas for the increased run off, that the cost of housing increases along with the increase in street size, and that at least for the time being, smaller vehicles are being used. It is my understanding that many street standards are based upon the criteria that provides for 12 foot driving lanes and 10 foot - parking lanes. Based on this principal, 34 feet of roadway would be needed to provide for two driving lanes and one parking lane. From the surveys and information obtained to this point, it appears that most cities do not adhere to this principal. Since the public hearing I have called several cities which have similar developments with four unit townhomes, and their information is as follows: Don Elvrum, of Bloomington, indicated that they require a 36 foot roadway face to face with no parking restrictions. Mike Falk of the Planning Department from Burnsville indicated they required 31 foot roadway augmented by a no overnight parking regulation. Mr. FAlk also mentioned that they had experienced no parking problems within the multiple area. The planning department at Woodbury stated that they had required a 24 foot roadway curb to curb with no parking regulations. The development in Woodbury is presently not absorbed sufficiently to protect any possible problems in the parking arrangment. g February 28, 1979 Planning Commissio -2- '� From looking at the layout of the townhome lots, it would appear that the driveway areas and the double garages would combine to provide adequate off street parking, however, if a problem would arise, it would most likely be on weekend evenings when home entertainment is more likely. In reviewing the materials to date, I believe that a 34 foot wide roadway with parking limited to one side would be optimal. Should it be the pleasure of the planning commission and the city council to allow a 32 foot roadway, I believe it would be needed to be subject to more restrictive parking regulations and greater enforcement effort. DEPARTMENT OF HOUSING AND URBAN DEVEL OPMEHT ''�a �l I��•�°6 FED ERAL HOUSING ADMINISTRATION OFFICE OF THE DIRECTOR Mianeapolis, bdnnesota 55435 New Horizon Homes, Inc. 3131 Fernbrook Lane North Plymouth, Minnesota 55441 FEB 27 1979 " �„ RapLY ACFiERTpt (Date) Subdivision Appraiser Phone: 725-4782 Re: PRE -CONSTRUCTION ANALYSIS Subd?vision Name: Chaparral Location: Chanhassen, Minnesota Dear S irs: FHA File No.: 3773 FHA analysis has been completed. After we receive your signed concurrence with the contents of this letter, we will accept formal applications for commitments on individual properties. All commitments issued will be subject to compliance with the following checked conditions: 1. /,37 Construct subdivision improvements in accordance with Plan3, specifica- tions and other exhibits stamped "FINAL CONSTRUCTION ERgIIBIT ACCEPTED BYFHA 1-18-79 Darryl Olson Date Authorized FHA Official rr� Obtain written approval from FHA for any changes in exhibits prior to proceeding with work. One set is attached for your use at the site. 2• / / Furnish one set of Street and Drainage plans signed by local authority. 3. / Comply with FHA data Sheet 79G (including certification3 by the Soila Engineer and the Erosion -Control Specialist). 4. / / On completion of subdivision improvements, furnish your signed certifi- cation that all improvements have been constructed per FHA accepted ex- hibits and all FHA and local standards. 5• /x/ Furnish evidence that the streets and drainage, water supply and sanitary sewerage systems have been accepted for continuous maintenance by local authority that has jurisdiction. 6. / Furnish copy of recorded plat, with certifications inelud- ing signatures of any mortgage or lien holder. 7. / / Initial FHA commitments will be limited to established, until marketability, is 8. /X/ Additional condition: See attached Exhibit "A1, This letter is void if satisfactory Plea a indices our compliance is not demonstrated within One year, cc: SVeteran �Cmynistr f�Nrence by signing and returning the attached copy„ Me,tropofiban Counci City Engr of Chanhassen ASP- 9 Thonas T. Feency Attachment Area Manager CONCURRENCE: 229623-P Sponsor Date HUD -Wash., D. C, Exhibit "A" Subdivision No. 3773 8a, Utilities: All properties to be served by public sanitary sewer and public water supply. b. Storm Sewer: Per City plans and specifications. c.. Street Improvements: Bituminous surfaced per City specifications. d. Curb and Gutter: Concrete per City specifications. e. Driveway Approaches: 2" Hot Mix A. C. on 51' Class 5 gravel. All lots in subdivision. f. Street Trees: 2" caliper, one per lot. All lots in subdivision. In cases where the municipality does not permit boulevard trees, place the tree on the lot near the front property line approximately centered on the lot. g. Planting Strips: Sod boulevard with good grade sod. All lots in sub- division. h. Street Signs: Standard metal at intersections. i. Ingress and Egress: The property shall be adequately served by all weather facilities for the ingress and egress for pedestrian and vehicular traffic including fire apparatus priortD requesting the final. inspection. j.• Liens and Assessments: No lien or assessment shall be applied against the property as a result of required subdivision improvements. IS REPORT INCLUDES ALL LOTS IN THE SUBDIVISION. (95) k.' In view of the questionable surface drainage the following Lots are not acceptable at this time: Block 2: Lot 12. Block 1: Lot 25. el. The remaining Lots are acceptable subject to normal Minimum Property Standards and other requirements as specified. m. All earthwork shall be done in accordance with HUD-FHA's Data Sheet 79g, "Land Development with Controlled Earthwork.+1 n. Fill under floor slabs (including garage) shall not exceed that permitted by Section 603-7.3 of the Minimum Property Standards. o. Construct and sod drainage swales.and emergency overflow swales as shown in "yellow" on the Development Plan. p. Install a.'footing drain tile syster^,. complete with sump, for each Lot. (This requirement may be waived by a written statement frcin the Soils Engineer that it is not necessary for a specific Lot.)