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Bolander-Valley Senior Servces Alliance-Project
t i r• ya City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 February 4t',2005 Mr.Mike Price Senior Housing Partners 2845 North Hamline Ave,Suite 100 Roseville,MN 55113 RE:Remediation Permit Mr.Price, Enclosed you will find three(3)original copies of the Conditional Use/Fill Permit necessary for your project at 58th and Oakgreen(Bolander).Please sign where noted as Applicants on page 3 of each copy; then return all three copies to my attention along with a letter of credit in the amount of$38,775.00. Once the City receives the letter of credit we will similarly execute these documents and shall have recorded.Once the City executes same you may then proceed with your project subject to the terms of the Permit and its Exhibits.Please inform Bolander and GME that it is VITAL AND NECESSARY that at all times they must have a soil scientist monitoring any and all excavation;that all material shall be placed into a vehicle for removal—no temporary storage and that the excavated areas must be refilled that same day. These conditions,as well as others,are in stated in Permit and in Exhibit B.It is important to keep in mind that these type of projects are very"sensitive"to neighborhood scrutiny and we ask that efforts be made to strictly follow the terms of the approvals. Re ds, ri Johns City A strator C O y Cc: Mark Vierling,no enclosures. Planning File d- Y r CITY OF OAK PARK HEIGHTS , CONDITIONAL USE AND FILL/LAND RECLAMATION AND GRADING PERMIT FOR: GME Consultants, Inc. Date Issued: January 31, 2005. Legal Description: (Washington County Geo. Code 05-29-20-24-0007) Owner: Valley Senior Services Alliance, Inc. Address: 2845 Hamline Ave. N. Roseville, MN 55113 Phone: (651)631-6100 Site Address: PID#05.029.20.14.0002 Oak Park Heights, MN 55082 Present Zoning District: Open Space"0" I. PERMIT: This permit shall be subject to the following conditions and/or restrictions imposed by the City Council of the City of Oak Park Heights. II. GENERAL DESCRIPTION: Applicants have requested a permit to remove soils and remediate the site to address contamination discovered on site and implement soils correction: A. Grading Drainage and fill requirements and specifications shall be met as specified in the attached plans annexed hereto as exhibit"A",(GME submission of January 12, 2005)and as are subject to the City Administrator and City Engineers comments as specified in attached exhibit"B".(letters dated January 13, 2005). B. The Applicants and their contractors shall be responsible for street maintenance, including curbs, boulevards, sod and street sweeping as may be necessary until the project is complete. All streets shall be maintained free of debris and soil until the project is completed. The repair of any damage done to the streets or public utilities by Applicants or any of its Contractors or Subcontractors, shall remain the financial responsibility of the Applicants. 111 IN WITNESS WHEREOF, the parties have set forth their hands and seals. CITY OF OAK PARK HEIGHTS Date: , 2005 Date: , 2005 Eric Johnson Jim Butler City Administrator Certified Building Official APPLICANTS/PERMIT HOLDERS Date: , 2005 Date: , 2005 Name Name GME CONSULTANTS, INC. GM CONSULTING ENGINEERS low.. 14000 21st Ave. No. / Minneapolis, MN 55447 E Phone (763) 559-1859 / Fax (763) 559-0720 January 12, 2005 hitki : b.enil s Mr. Eric A. Johnson Po Stt` City Administrator Community Development Department City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, Minnesota 55082-2007 GME Project No. 7735-E RE: Soil Correction at the vacant lot in the southwest quadrant of • Oakgreen Avenue and 58th Street North, in Oak Park Heights, Minnesota (Parcel ID # 0502920140002) Dear Mr. Johnson: In this letter, we provide the information you requested in your December • 16, 2004 and January 5, 2005 letters regarding the Conditional Use Permit (CUP) for Senior Housing Partners (SHP) , the Property owner. You highlighted 12 items on the development application checklist which are addressed below. 1) Application form and payment for fees (attached) 2) Proof of ownership or authorization to proceed as applicant (attached) 3) A parcel search, including mailing labels, obtained from Washington County locating all properties within 500 feet of the exterior boundaries of the subject property (attached) 4) Project Narrative SHP hired GME Consultants, Inc. to provide environmental consulting services, including Phase I and II Environmental Site Assessments (ESAs) . We found low level petroleum contamination in the soil and buried debris in three locations on the Property labeled areas 1, 2, 3 on the attached diagram. SHP proposes to excavate and dispose of the impacted material which is estimated to be about 800 cubic yards. These three areas are further described below. > Area 1 - It appears that fill soil with debris had been deposited Sin this former "low" area in the past. We estimate that this fill soil with debris is about 4 to 5 feet below existing grade at its deepest location, which thins out to its perimeter. WILLIAM C. KWASNY, P.E. THOMAS P VENEMA, P.E. GREGORY R. REUTER, P.E., P.G. RYAN F. SCHMIDT, P.E. WILLIAM E. BLOEMENDAL, P.E. RICHARD W. PENNINGS, P.E. An Equal Opportunity Employer Mr. Eric A. Johnson 2 January 12, 2005 GME Project No. 7735-E > Area 2 - We previously observed scattered surface petroleum staining in this area. We estimate that the upper 1 to 2 feet of soil. is impacted. > Area 3 - This area was reportedly the former location of a basement on the Property. It appears that fill soil with debris had been deposited in the former basement. We estimate that the basement floor slab is about 8 feet below grade. Our Environmental Scientist will be present on the Property during the removal process, to conduct field testing and observe the excavated materials. Following excavation, we plan to collect confirmation soil samples from the bottom and sidewalls of the excavations for analytical testing. The confirmation samples will determine whether residual contaminated soil remains. Following removal of the contaminated soil, SHP proposes to backfill the excavations to original grade with a suitable soil. At this time, they propose to backfill the excavations with a sand or sand with silt, classified as SP or SP-SM according to the Unified Soil Classification System. This soil will be compacted to 95% of the maximum modified proctor dry density (ASTM D:1527) . Backfilling of the excavations will occur shortly after excavation. 4111 _ , SHP has enrolled this site in the Minnesota Pollution Control Agency (MPCA) Voluntary Investigation and Cleanup (VIC) and the Voluntary untary Petroleum Investigation and Cleanup (VPIC) programs. These programs will provide technical assistance and review services and may provide legal assurances through closure letters upon project or objective completion. 5) Contact information list (attached) 6) Schematic drawing of proposed development (attached) 7) Property Survey/Lot Dimension Plan (attached) 8) Grading and Drainage Plan (attached) 9) Existing Site Conditions Plan (see Property Survey/Lot Dimension Plan) 10) Site Development Plan Development of the Property is not planned at this time. SHP is planning to remove the impacted fill soil and debris from the Property and return the surface grade to existing conditions. 1111 11) Traffic/Vehicular Management Plan SHP contracted Carl Bolander & Sons Company (Bolander) to excavate these materials and load it directly into trucks for disposal at the SKB landfill in Rosemount, Minnesota. Prior to hauling the material, Bolander told us that they intend to place landscape fabric overlain by Class 5 gravel over the 58th Street concrete road curb and Mr. Eric A. Johnson 3 January 12, 2005 GME Project No. 7735-E landscaping, to minimize damage from the trucks and heavy machinery. Bolander said they also will place "Truck Hauling" signs on Oakgreen Avenue and 58th Street. during transport activities. 12) Copies of Plans (attached) If you have questions regarding this project, please contact us. Sincerely, GME CONSULTANTS, INC. 410 °All" Eri./P. Pommes Senior nvironmental Scientist Project Manager 4LW.42 ///t/ /2.4ev144;1r2.)16.095- Richard W. Pennings, P.E. Senior Environmental Engineer IIIcc: Mr. Mike Price - Senior Housing Partners Mr. Dick Travis - Carl Bolander & Sons Company III P Ey . a @ 1 %.4)...,.....--. 2 . 441 p 9 - 1 i c./) b.a el,.. • s: g4 glaN Avi -� a a � ;14 . cc\, , '';,_ _ - - 18.00 '= \- - - - O. -If?)..— — "N°+ ; , �,=L7__-i_„ Tom. — — — — — — q , 4 ` '0= - — — =� - - ,9 1190.5 95� vXi -s'o.oo d ,."l ' t- to ^� '- I `� OO 150.08 aO 1 i4 W - -`ate a © ° I c) 0O c, a C:i 10 'I. _J rr / U �'� $O1 °03�'24-"] -1 0 - <4 218. 0 0 I w •\ e I\1,:\ ---8� � 1 War — — _ t � . ` � , , ,1 ‘,,\I I 'coop+ 7 �`` o- V 1 ;nom°o, `, z- � `+ ` - - _ _ �, -491 d4 ,in �I II ♦ ♦ , �3g':N;o 'r-) o , 07 l` LoO A` 1 + 1 I• , , q-Akil + S,, r, ss ■ • "*I1 . -- .4 ',If% \\ s ‘ I , ' OMNI 4.1 SOO. 3.8f rek\ s‘-‘.14 I Zrv. \ 1‘•\ 1444:111111 •• s \ _ -102.E ♦ + � �'40 \‘‘,\\ , s5ki\l ‘,2 %\ s , , ,, ,„ „ . 0 ...., ... \C‘ \ % ._41) , \. ‘. ‘. . 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J I N.,TPA TP-15 !TP-5 TP-7 ._• I ® I T* S Ir � _ � I d 0 TP-6• TP- TP-3 TP-4 i TP-1 6 CO AREA 2 TP-1 ®TP-10 I WOODED �, _ AREA 1 AREA 0 I� P• 11) i CC WOODED AREA • H TP-12 ® , ---...,.... I WETLAND I \ L/T - - \1 I I \ / FILL EXISTING PILES I I I I i I 1 LEGENn APPROXIMATE PROPERTY BOUNDARY \` / / TREE UNE(APPROXIMATE). -- — -- WETLAND (APPROXIMATE ® TEST PITS ®PROPOSED APPROXIMATE EXCAVATION AREAS APPROXIMATE SCALE • . I NOTE:ALL LOCATIONS ARE APPROXIMATE 0• FEET 60� GME CONSULTANTS,INC. Eli FIGURE 1: PROPOSED EXCAVATION AREAS • Geetedmled•Mstak4•EnWmnmsnlsl FORMER RITZER PROPERTY 1400021st Avenue N. OAK PARK HEIGHTS, MINNESOTA MInnespolle,MInnesda 55447 • E -�t, ' 7735e.ewq (763)6594659 VJL I EPS I I DEC 04 GME Project No. 7735£ -,,FZ. 1 a 1111 ilt II Y • z L S1— 4 51 w 3 t Q ' •80,00 In v - - l'5V48 gib I ilt) lit :lb In i' • 1 i• d 1 l .. 0 1 •• .11 1pp 01 i 47.Z ' .• + .1' v. 1 1 1 1 10� � 1 t 1 No ` 1 Q i 1 ' 0' - -- .49a t' a � S. ` 0 17 i39w"..� �6 `@ -� t' ` ' w ° o 11• Ina p.. N �,• - 26 •! `, ` II 11 , i °�-,� _ ` - ++• _ , 1II S • + ' " -�3 7 1 51 a - , ` �, Z - .tea /`.__ , ► .`• `' ■ �� ` I ■ 5 an 00'.33.'28 _- .�..� ` w �'� � t`+ III , , . s 8 ...„,.....wrob 2 z ......., i , 11. 7,,,,\\\,./ .es, s„ , , , . . v-- \ . ;ice • 4 ', ' ■J 0 2 1 i , '"Q 0 n , 1 - 1 I u Z 2 _____I ' 1 , \ ' , ` 1 IAA / 1 1 „ 1 1 , 1 , ,_ ,..) 1 , 1 , / I , 1 1 (.5.. 0 - - - - - - - _ _ Go I 1 1 ` ;� _ 214,_31_ •6.9 <i• _ _ - - _ _ _ _ II ' f !EK •'=• a e e' 2- -e_ _s a -i - s .. I N { I 'S' :� - - - - _ _ _ -- _ _ r — — — - - :2 7 1 J , '-- ten.....,-,ct 1 , . Zr1�Z HARD SURFACE SUPPORT POST 0 4' O.C. PUBUC ROAD ALTER FABRIC r•`3►�'ittiit Ri�����1�~`'� • COMPACTED BACKFILL ���t � t.a,,!!+' • OVER ALTER FABRIC z •�, ,•y1 X65 lo FLOW e\N II�I II�I II�`////�//1////� 2 1.5' CLEAR ROCK `l a 311.7 jlf��0��/� , s •�•'i,:p �R• � t}`•. � .11'1.•1ltY I Z 10 �`i 'e •i i •ti'eAi1NiVati.tiV;e14,}YiV'�i�w�� uaill-a tra -':i='11:=.1A[L=':u-:Ili:=:II. ATA11.d1iE=_7�-I.ii#"i»1". SILT FENCE ROCK CONSTRUCTION ENTRANCE NO SCALE NO SCALE GRADING, EROSION CONTROL, AND TURF ESTABLISHMENT 1. GENERAL • A. All grading, erosion control and turf establishment shall be according to the materials, workmanship, and other applicable requirements of the Minnesota Department of Transportation 'Standard Specifications for Construction', latest edition, unless otherwise specified. B. All erosion control measures shown on the plans, including silt fence and hay bales, must be installed prior to commencement of grading operations and maintained until all areas altered on the site have been restored. C. All areas disturbed by construction shall be restored with seed and disked mulch, sod, wood fiber blanket, or be hard surfaced within two weeks of substantial completion of construction. 0. Provide approved borrow soil materials from off—site when sufficient approved soil materials are not available from excavations. Remove all excess and unsatisfactory material from the site. E Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement. undermining, washout, and other hazards created by earthwork operations. F. Compaction shall not be less than the following percentages of maximum dry density according to ASIM 0 69B: I. Under structures, buildding slabs, steps, and pavements, compact the top 12 inches below subgrade and each layer of•'bockfdl or fill material at 100 percent maximum dry density. IL Under walkways. compact the top 6 inches below subgrade and each layer of backfir l or fig material at 100 percent maximum dry density. iii. Under lawn or unpaved areas, compact the top 6 inches below subgrode and each layer of backlit! or fill material at 95 percent maximum dry density. G. Grades as shown on the plan are to finished grade. U. PRODUCTS A. Satisfactory soils include AS 1,1 0 2487 soil classification groups OW, CP, CM, SW, SP, and Sit; free of rock or gravel larger than 2—inches In any dimension, debris waste. frozen materials, vegetation and other deleterious matter. 8. Unsatisfactory soils Include AS1M 0 2487 sell classHkotlon groups CC, SC, ML, MN, CL, CH, OL. OH, and PT. C. Al backlit! and fill materials must be satisfactory sal materials. 0. Subbase and base material must be a naturally or art/M:10 r graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand meeting MNDOT Specifications for Class 5 gravel. E Turf establishment: seed shall be MNOOT Mixture 50B, fertilizer shall be 22-5-10 analysis slow release, and mulch shall be MNDOT Type 1. in.EXECUTION • A. Fi11 under buildings shall be compacted to meet Soil Engineer's recommendations. B. Place 4—inches of topsoil over all areas to be re—established with turf. C. 171, fertilize, seed, and mulch to establish a vegetative cover at the following rates: seed at 50 pounds per acre, fertilizer at 300 pounds per acre, and mulch at 2 tons per acre. D. Provide erosion control measures to prevent erosion or displacement of soils and discharge of soil—bearing water runoff or airborne dust to adjacent properties and walkways. E. Place hay bales around catch basins after they are constructed and maintain until all areas disturbed have been restored. F. Wherever construction vehicle access routes Intersect paved public rinds, provisions must be made to minimize the transport of sediment (mud) by runoff or vehicles tracking onto the paved rood surface. Where sediment Is transported onto a public road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed by shoveling or sweeping and be transported to a sediment controlled disposal area. Street washing shall be allowed ony after sediment Is removed in this manner. • City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 MEMO January 13,2005 TO: Planning Commission Mem,- i FROM: Eric Johnson,City Adm'i , . 11' RE: VSSA—Soils Remediation ' of The City's Engineer,Karen Erickson,P.E.of Bonestroo and Associates,has reviewed the application and has submitted the attached letter—indicating that the approach contemplated by the Applicant is in compliance with appropriate environmental and engineering standards in Oak Park Heights. II/ Accordingly,Ms.Erickson has no objection to allowing the project to proceed under a Conditional Use Permit.However,the following are minimum conditions should be placed on the approval Minimum Conditions For Approval: 1. Applicant shall protect all City infrastructure;curb,gutter,bituminous trailways,etc from damages. 2. All access shall be from 58th Street. 3. All mud,debris,dirt,etc tracked onto the City streets/trails shall be cleaned-up at the end of each construction day.There shall be no stockpiling of any fill or excavated materials on or off site. 4. No excavations or backfilling of any type may proceed without a Minnesota licensed soil scientist present at the site AT ALL TIMES.Applicant shall backfill any and all excavations with materials as indicated in scope of work before leaving the site at the end of each construction day.Site shall be reseeded with appropriate grass/prairie mixture. 5. Soil Erosion and Drainage Plans are subject to final verification by the City Engineer prior to work commencing. 6. Applicant shall provide the City a final closure report that indicates and demonstrates that all relevant State and Federal remediation standards and reporting requirements have been met. III Bonestroo 2335 West Highway 36• St Paul.MN 55113 Rosene Office:651-636-4600• Fax:651-636-1311 Anderilk& wwwbonestroo corn Associates Engineers&Architects January 13,2005 Mr.Eric Johnson City Administrator City of Oak Park Heights 14168 Oak Park Blvd., F.O.Box 2007 Oak Park Heights,MN 55082-2007 Re: Soils Correction Plan(Parcel ID#0502920140002) Plan Review BRA File No, 55-04-000 Dear Eric: We have reviewed the Soil Correction Plan for the vacant lot in the southwest quadrant of Oakgreen Avenue and 58th Street North,as submitted by GME consultants,Inc.,on January 12,2005. The submittal states that an Environmental Scientist will be present during the removal • process. The scientist will be conducting field testing to confirm that all contaminated soils have been removed. It is vital that the Scientist is on the property during the removal process. The plans submitted for the soil correction portion of the project meet the engineering standards and guidelines for the City of Oak Park Heights. However,we need additional information on the measures that will be taken to protect the City's bituminous pathway located at the 58u'Street access point. If you have any questions or require additional information,please contact me at(651) 604-4788. Sincerely, BONESTROO,ROSENE,ANDERLIK&ASSOCIATES,INC. l j61'44r\ Karen S. Erickson, P.E. cc: DMP,File—Bonestroo&Associates 10555 5504t7Dd\Work in ProgressJolatsoo KSE"soil correction latter doe • • St. Paul.St.Cloud, Rochester. Willmar. MN • Milwaukee. WI • Chicago.IL Affirmative Action/Equal Opportunity Employer and Employee Owned Bonestroo 2335 West Highway 36 • St. Paul, MN 55113 ■ Rosene Office: 651-636-4600 • Fax: 651-636-1311 Anderlik& www.bonestroo.corn Associates Engineers&Architects January 13, 2005 Mr. Eric Johnson City Administrator City of Oak Park Heights 14168 Oak Park Blvd., P.O. Box 2007 Oak Park Heights, MN 55082-2007 Re: Soils Correction Plan (Parcel ID#0502920140002) Plan Review BRA File No. 55-04-000 Dear Eric: We have reviewed the Soil Correction Plan for the vacant lot in the southwest quadrant of Oakgreen Avenue and 58th Street North, as submitted by GME consultants, Inc., on January 12, 2005. The submittal states that an Environmental Scientist will be present during the removal process. The scientist will be conducting field testing to confirm that all contaminated soils have been'removed." "It is'vital`that'the Scientist is on the property during the removal process. The plans submitted for the soil correction portion of the project meet the engineering standards and guidelines for the City of Oak Park Heights. However, we need additional information on the measures that will be taken to protect the City's bituminous pathway located at the 58th Street access point. If you have any questions or require additional information, please contact me at (651) 604.-4788 Sincerely, BONESTROO, ROSFNE, ANI)ERLIK&ASSOCIATES, INC. , t!-44 Karen.S. Erickson, P.I . c.c: DMP,File B r;esfroo&Associates •r :i`!5040 0yVdor1, f. k.rTr ∎l&,iaieuri • St. Paul, St. Cloud, Rochester, Willmar, MN • Milwaukee, WI • Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned i9W City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 MEMO January 13,2005 TO: Planning Commission Memr FROM: Eric Johnson,City A. ' RE: VSSA—Soils Remediation ' • The City's Engineer,Karen Erickson,P.E.of Bonestroo and Associates,has reviewed the application and has submitted the attached letter—indicating that the approach contemplated by the Applicant is in compliance with appropriate environmental and engineering standards in Oak Park Heights. Accordingly,Ms.Erickson has no objection to allowing the project to proceed under a Conditional Use Permit.However,the following are minimum conditions should be placed on the approval Minimum Conditions For Approval: 1. Applicant shall protect all City infrastructure;curb,gutter,bituminous trailways,etc from damages. 2. All access shall be from 58th Street. 3. All mud,debris,dirt,etc tracked onto the City streets/trails shall be cleaned-up at the end of each construction day.There shall be no stockpiling of any fill or excavated materials on or off site. 4. No excavations or backfilling of any type may proceed without a Minnesota licensed soil scientist present at the site AT ALL TIMES.Applicant shall backfill any and all excavations with materials as indicated in scope of work before leaving the site at the end of each construction day.Site shall be reseeded with appropriate grass/prairie mixture. 5. Soil Erosion and Drainage Plans are subject to final verification by the City Engineer prior to work commencing. 6. Applicant shall provide the City a final closure report that indicates and demonstrates that all relevant State and Federal remediation standards and reporting requirements have been met. y �. NTS INC. Effl GME CONSULTANTS, CONSULTING ENGINEERS .�: 14000 21st Ave. No. / Minneapolis, MN 55447 Phone (763) 559-1859 / Fax (763) 559-0720 January 12, 2005 tho : b.enn s Mr. Eric A. Johnson Po S 11- City Administrator Community Development Department City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, Minnesota 55082-2007 GME Project No. 7735-E RE: Soil Correction at the vacant lot in the southwest quadrant of • Oakgreen Avenue and 58th Street North, in Oak Park Heights, Minnesota (Parcel ID # 0502920140002) Dear Mr. Johnson: In this letter, we provide the information you requested in your December 16, 2004 and January 5, 2005 letters regarding the Conditional Use Permit (CUP) for Senior Housing Partners (SHP) , the Property owner. You highlighted 12 items on the development application checklist which are addressed below. 1) Application form and payment for fees (attached) 2) Proof of ownership or authorization to proceed as applicant (attached) 3) A parcel search, including mailing labels, obtained from Washington County locating all properties within 500 feet of the exterior boundaries of the subject property (attached) 4) Project Narrative SHP hired GME Consultants, Inc. to provide environmental consulting services, including Phase I and II Environmental Site Assessments (ESAs) . We found low level petroleum contamination in the soil and buried debris in three locations on the Property labeled areas 1, 2, 3 on the attached diagram. SHP proposes to excavate and dispose of the impacted material which is estimated to be about 800 cubic yards. These three areas are further described below. > Area 1 - It appears that fill soil with debris had been deposited in this former "low" area in the past. We estimate that this fill soil with debris is about 4 to 5 feet below existing grade at its deepest location, which thins out to its perimeter. WILLIAM C. KWASNY, P.E. THOMAS P VENEMA, P.E. GREGORY R. REUTER, P.E., P.G. RYAN F. SCHMIDT, P.E. WILLIAM E. BLOEMENDAL, P.E. RICHARD W. PENNINGS, P.E. An Equal Opportunity Employer Mr. Eric A. Johnson 2 January 12, 2005 % GME Project No. 7735-E We previously observed scattered surface petroleum ➢ Area '2 - upper 1 to 2 feet of staining in this area. We estimate that the upp soil. is impacted. was reportedly the former location of a basement . ). Area 3 This area w appears that fill soil with debris had been on the Property. It app deposited in the former basement. We estimate that the basement floor slab is about 8 feet below grade. Our Environmental Scientist will be present on the Property during to conduct field testing and observe the the removal process, we plan to collect excavated materials. Following excavation, confirmation soil samples from the bottom and sidewalls 1 sf wile excavations for analytical testing. The confirmation same Following determine whether residual contaminated soil remains. backfill Following the removal of the contaminated W°th, a suitable soil. At this time, excavations to original g h they propose to backfill the excavations with a sand or sand the unified witoil silt, classified as SP or SP-SM according acted to if of the Classification System. This soil l (ASTM density 527) . Backfilling of maximum modified proctor dry nsity the excavations will occur shortly after excavation. SHP has enrolled this site in the Minnesota Pollution Control Agency Investigation and Cleanup (VIC) and the Voluntary (MPCA) Voluntary These programs Petroleum Investigation and Cleanup (VPIC) programs. rorams will provide technical assistance and review services project or may obprotide legal assurances through closure letters upon P 7 completion. 5) Contact information list (attached) 6) Schematic drawing of proposed development (attached) 7) property Survey/Lot Dimension Plan (attached) 8) Grading and Drainage Plan (attached) 9) Existing Site Conditions Plan (see Property Survey/Lot Dimension Plan) 10) Site Development Plan ert is not planned at this time. SHP is Development of the Prop Y planning to remove the impacted ei existinandondebris from t e Property and return the surface grade 11) Traffic/Vehicular Management Plan SHP contracted Carl Bolander & Sons Company (Bolander) to excavate into trucks for disposal at the these materials and load it directly SKB landfill in Rosemount, Minnesota. Prior to hauling the material, Bolander told us that they intend to place landscape fabric overlain by Class 5 gravel over the 58th Street concrete road curb and - t Mr. Eric A. Johnson 3 January 12,2005 GME Project No. 7735-E landscaping, to minimize damage from the trucks and heavy machinery. Bolander said they also will place "Truck Hauling" signs on Oakgreen Avenue and 58th Street: during transport activities. 12) Copies of Plans (attached) If you have questions regarding this project, please contact us. Sincerely, GME CONSULTANTS, INC. .,r Eri•'P. Pommes Senior nvironmental Scientist Project Manager grIMAtg /4/. 0s Richard W. Pennings, P.E. Senior Environmental Engineer cc: Mr. Mike Price - Senior Housing Partners Mr. Dick Travis - Carl Bolander & Sons Company V. E y5 q eC ,. �2 N�� q i , I w a g 5 ! 1 i .1 0 e4Ik i ' , row A v A —1 R -218.00 _ : �, A6 w �- \ a ,'T.- -, -1:L=sue_ -r_t ier --95f W Eta w W / - - - - -Z - - • 1.80.5 c/1 •tt s"o.00 �' `to ." 1- ,.,,�,` . Q 150.18 V - `co 0 ` Q � 1 _44-40-P. 0 • ■ aW _ to mac , U COQ o, cc, . ,..,'dn a o ,o„) 6 , 144.�q , o ' (.6 , ,% - '', � '�S'01 °03'2 "�- - . 218. 00 • wM , , •GAL, 8( 3 ' `n W,'- - - - - - - - - - - _ '� =49\bd c') II p� , I , _ ■ _ . 1 .25c):(20, f,,, o o vrC,,� n 1■ i=62.0 - `r) ,��� S e_ePll ■ - 1;♦ I - _ _ • - ~ ' -373 d' , 4,1 _n 41st ;`_� ,1 - ' , \is ",— . ‘ -,_ -102. , , . ` co 'v-` , '.Q. , . .° -.„ \•\\\ \ , 4\.‘ , \ %. „ _,'ss g"::<- ) %‘ \ %ct___,op , ,s ,. ‘. . . ., s, ....,_, _,..,:c ,, -,p6s, ,>,..... \ ornz \\ 00- - ■ �\ ....J) >c- --e.----: ' ' \ \ v \ \ \ _ �m ' • , tit 2 4 ' o ` ”".� v. ■ , W 5 Z. \':J s Cl. 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FEET 60, NOTE:ALL LOCATIONS ARE APPROXIMATE GME CONSULTANTS,INC. rpm FIGURE 1: PROPOSED EXCAVATION AREAS GeotechnIraI.MaterlaI,.EnvIron entel FORMER RITZER PROPERTY 1400021st Avenue N. OAK PARK HEIGHTS, MINNESOTA Mlnnupolla,MNroeota 55447 • lam/ 7735e.de5 (783)569-0659 VJL I EPS I DEC 04 I WE Project No. 7735•E 1 aFZ. a a ;p u 10 Z f `at WHET 2 9 w o _ - -zre,00 __T '% _ 951 ` io gib • - -+ *w t50)08 80.00 .-, ‘,1•1 • "u - ` ,, f', :. R, • , • ' a' ' ' \ •• '` Q ' .Cn t.. p • I, ` •• 1' pig I V�., Q , •• ■ " , r ,0) •. TT _ ,+ � - + =lei , r2 .A 3 •9.4 N;� ° ors ' - - -44 - - 4` , , : .. 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IL i[—ui=,u. itii=u= —n= SILT FENCE ROCK CONSTRUCTION ENTRANCE NO SCALE NO SCALE GRADING, EROSION CONTROL, AND TURF ESTABLISHMENT 1. GENERAL A. All grading, erosion control and turf establishment shall be according to the materials, workmanship, and other applicable requirements of the Minnesota Department of Transportation 'Standard Specifications for Construction', latest edition, unless otherwise specified. B. All erosion control measures shown on the plans, Including sit fence and hay bales, must be installed prior to commencement of grading operations and maintained until all areas altered on the site have been restored. C. All areas disturbed by construction shall be restored with seed and disked mulch. sod, wood fiber blanket, or be hard surfaced within two weeks of substantial completion of construction. D. Provide approved borrow soli materials from off—site when sufficient approved soil materials are not available from excavations. Remove all excess and unsatisfactory material from the site. E. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement. undermining, washout, and other hazards created by earthwork operations. F. Compaction shall not be less than the following percentages of maximum dry density according to ASTM 0 698: t. Under structures, building slabs, steps, and pavements, compact the top 12 inches below subgrade and each layer•of'backfhl or fill material at 100 percent maximum dry density. 11. Under walkways, compact the top 6 inches below subgrode and each layer of backlill or,fill material at 100 percent maximum dry density. iii. Under lawn or unpaved areas, compact the top 6 inches below subgrode and each layer of backfit or fill material at 95 percent maximum dry density. G. Grades as shown on the plan are to finished grade. U. PRODUCTS A. Satisfactory soils include ASTM 0 2487 soil classification groups GW, CP, GM, SW, SP, and SM; free of rock or gravel larger than 2—Inches in any dimension, debris waste, frozen materials, vegetation and other deleterious matter. B. Unsatisfactory soils include ASTM 0 2487 soli classification groups CC, SC, Mt.. MH, Cl.. CH, OL OH, and Pt C. All bockfilt and fill materials must be satisfactory soil materials. D. Subbase and base material must be a naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand meeting MNDOT Specifications for Class 5 gravel. E. Turf establishment: seed shall be MNDOT Mixture 508, fertilizer shall be 22-5-10 analysts slow release, and mulch shall be MNDOT Type 1. iII.EXECUTiON A. Fin under buildings shall be compacted to meet Son Engineer's recommendations. B. Place 4-1nches of topsoil over all areas to be re—estabifshed with turf. C. Tin, fertilize, seed, and mulch to establish a vegetative cover at the following rotes: seed at 50 pounds per acre, fertilizer at 300 pounds per acre, and mulch at 2 tons per acre. 0. Provide erosion control measures to prevent erosion or displacement of soils and discharge of soil—bearing water runoff or airborne dust to adjacent properties and walkways. E. Place hay bales around catch basins after they are constructed and maintain until all areas disturbed have been restored. F. Wherever construction vehicle access routes intersect paved public roads. provisions must be made to minimize the transport of sediment (mud) by runoff or vehicles tracking onto the paved road surface. Where sediment Is transported onto a public road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed by shoveling or sweeping and be transported to a sediment controlled disposal area. Street washing shall be allowed only after sediment is removed in this manner. } HEIGHTS ♦DEVPMENT APPLICATION 1 ELO CITY OF OAK PARK H ' 14168 Oak Park Boulevard tp� P.O. Box 2007 Base Fee: Oak Park Heights, MN 55082 Escrow Amount: iuder (651) 439-4439 Fax: (651) 439-0574 Street Location of Property ©A4(64/201■/ 4 - 5g 5t INS ,VWI LAT Legal Description of Property P a-uz 1.. ?r'5.4 * 05o a-ci so t '-E 000 z' 8��� Owner: Name c r 10 a- s t I prJtXi Address: 944 5 1t.Jo t1A#.t r.,4 w Pere 1 vl `tom' State: M N • Zip: SS 113 city: . R.�s 63oo Telephone: (Home) (Business) �5t - �3t - (Fax) (Other) .►• �,►,1 K PR(CE Applicant: Name S E 3 0 f - i N L P TNE� Address: c9 Y$ NO • i1*itt t....ilaa Alia. Su.t1 /oO • City: g/195 elVi 1.4.0 State: PUJ - Zip: 551/3 Telephone: (Home) • (Business)G 51 " 63 t--(0 3 U6 (Fax)ir51.—b3 t - 103 O {Other) . Type of Request(s) , .' : _ Zoning District Amendment Home Occupation Site Plan Review Conditional Variance: Use Single Permit Family Residential _PUD: Amendment _ Variance: Other Residential/Commercial/Industrial PUD: Concept Plan Subdivision Street Vacation PUD: General Plan J Subdivision: Minor � _City Financial Assistance Comprehensive Plan Amendment Description of Request(s): b/�� _`� � j/, 0 ' , / : 6. If a request for planning/zoning action on the subject site or any part thereof has been previously approved, please describe it below: ALOwner/Applicant Initials • Development Application, Page 2 General Conditions Application Review The undersigned acknowledges that before this request can be considered and/or approved, all required information and fees, including any deposits, must be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees are submitted appropriately to the City. Professional Fee Responsibility It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s)will be promptly paid upon receipt. If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if it becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assessed against the subject real property if unpaid by October,31s of each year. Property Address .1P0-#NT .f tt,1 L c-r 5e4"--51. . o Ai(6 w@r A) D5o? 1?o 1400oa-, Date: /1.12--1/0}4. Owner Sign ur ` • Date: / L--/2s7 D(1 Applicant Si nature PROJECT CONTACT LIST OWNER: Senior Housing Partners 2845 North Hamline Avenue, Suite 100 Roseville, Minnesota 55113 Contact : Mr. Mike Price Phone: (651) 631-6316 Fax: (651) 631-6302 Email : mprice @seniorpartners .com Excavating Contractor: Carl Bolander & Sons Company 251 Starkey Street P.O. Box 7216 St . Paul , Minnesota 55107 Contact : Mr. Scott Flesch Phone : (612) 366-6594 Fax: (651) 223-8197 Environmental Consultant: GME Consultants, Inc . 14000 21st Avenue North Plymouth,—Minnesota-- 5544 -- -_ - Contact : Mr. Eric Stommes Phone: (763) 559-1859 Fax: (763) 559-0720 Email : estommes @gmeconsultants .com C. The City Clerk shall place the matteon the agenda for the month next •• following the filing of the written notice pp • D. The City Council may reverse or affirm wholly or in part,or may modify the decision or determination of the City Engineer and may direct the issuance of the Building Permit. 308.06 Future Mainte s ance of Drainage Plan on Property. Wherever the City Engineer has given written recommendations for any drainage site plan, the property owner and applicant for the Building Permit shall warrant and • provide to the City of Oak Park Heights,on a form prescribed and approved to the City of Oak Park Heights, a written agreement of the property owner with the City of Oak Park Heights guaranteeing that the property owner, his successors, heirs, and/or assigns shall implement and maintain the drainage site plan as approved by the City of Oak Park Heights and shall not alter by act,omission, or otherwise the drainage plan without the written prior consent of the City Council. 308.07 Alterations. • No person shall make any change,alteration,otherwise obstruct,or interfere with any drainage ditch, culvert, or storm sewer upon any private property which has been approved by the City of Oak Park Heights without first having obtained prior . approval by the City of Oak Park Heights. 08.08 Land Reclamation and Grading. Within this Ordinance,land reclamation is the reclaiming of land by depositing or moving materials so as to alter the grade. Land reclamation shall be permitted only by Conditional Use Permit in all districts. 'Depositing a total of more than twenty- five (25) cubic yards of material per acre, either by hauling in fill or regrading the area,shall constitute land reclamation. Land reclamation in all flood plains shall be — - ---- -- __---- -- accordance witch the Frood-Pla n Dr-dim-id permit shall�mclude,as a - condition thereof, a finished grade plan which shall not adversely affect adjacent land,shall regulate the type of material permitted,program for rodent control,plan for fire control, and general maintenance of the site, controls for vehicular ingress and egress,drainage,and control of materials disbursed from wind and/or hauling of material to and from the site. 308.09 Enforcement-Violation. Violation of any provision of this Ordinance is declared to be a nuisance affec ' g the public health, safety, and general welfare and shall be prohibited as spe ified in Section 1501 of the Code of Ordinances of the City of Oak Park Heights. • 3 • ■ Mr. Eric A. Johnson 2 December 23, 2004 GME Project No. 7735-E > Area 2 - We previously observed scattered surface petroleum staining in this area. We estimate that the upper 1 to 2 feet of soil is impacted. > Area 3 - This area was reportedly the former location of a basement on the Property. it appears that fill soil with debris had been deposited in the former basement. We estimate that the basement floor slab is about 8 feet below grade. Our Environmental Scientist will be present on the Property during the removal process, to conduct field testing and observe the excavated materials. Following excavation, we plan to collect confirmation soil samples from the bottom and sidewalls of the excavations for analytical testing. The confirmation samples will determine whether residual contaminated soil remains. Following confirmation that the contaminated soil has been removed, SHP proposes to backfill the excavations to original grade with a suitable soil. Since backfilling of the excavations could occur two to three weeks after excavation, the sidewalls will be sloped for safety. SHP has enrolled this site in the Minnesota Pollution Control Agency (MPCA) Voluntary Investigation and Cleanup (VIC) and the Voluntary Petroleum Investigation and Cleanup (VPIC) programs. These programs will provide technical assistance and review services and may provide legal assurances through closure letters upon project or objective completion. 5) Contact information list (attached) 6) Schematic drawing of proposed development (attached) 7) Property Survey/Lot Dimension Plan (attached) 8) Grading and Drainage Plan A grading and drainage plan was not prepared because no permanent grade changes are being proposed at this time. SHP is planning to remove the impacted fill soil and debris from the Property and backfill the excavations to existing conditions. 9) Existing Site Conditions Plan (see Property Survey/Lot Dimension Plan) 10) Site Development Plan Development of the Property is not planned at this time. SHP is planning to remove the impacted fill soil and debris from the Property and return the surface grade to existing conditions. 11) Traffic/Vehicular Management Plan SHP contracted Carl Bolander & Sons Company (Bolander) to excavate these materials and load it directly into trucks for disposal at the SKB landfill in Rosemount, Minnesota. Prior to hauling the material, Mr. Eric A. Johnson 3 December 23, 2004 GME Project No. 7735-E Bolander intends to place landscape fabric overlain by Class 5 gravel over the Oakgreen Avenue and 58th Street concrete road curbs and landscaping, to minimize damage from the trucks and heavy machinery. Bolander will place "Truck Hauling" signs on Oakgreen Avenue and 58th Street during transport activities. 12) Copies of Plans (attached) If you have questions regarding this project, please contact us. Sincerely, GME CONSULTANTS, INC. Eri, P. . .mmes Senior ironmental Scientist Pro ' -ct Manager /ZI/,/ .._ 41'?Vi'l-IP Richard W. Pennings, P.E. Senior Environmental Engineer cc: Mr. Mike Price - Senior Housing Partners Mr. Dick Travis - Carl Bolander & Sons Company f . I i 1 I 1 1 NOVAK AI �' ?I o O o vh I. ■ y (.q y CI' Fil hi tr Tiv GO C3 1 C_ \ \64 7-.' \ I Sri r- )> ; CAP, 1 W `11 Q 0 I N _ c o ca 2 4 . / AV I uu t O zli i ^1 NORTH ,I 1 I'v'O Rlfl 1 • • • nl . 1/'�/ITIA/[ry / T I A A Ir11A If Cwv l n�c.c... c.rll vut/v1. I 4R SI .. 11 I Oei, ' a A c DoT y q • NOVAK AVE. I NORTH y S y c y c. OUTLOT G a y • 2 n h cw P) 0) N. rn q rvi t" Sy 0 O —4 YA N raw \... O y b 0 • C . O h lova' rscarox ruUr Al 0 co a CO . 'n C in crt rn 0 i a O .ai 'y y a) 14 OAKGREEN AVE. — —T _ n 4 I rnnr-rn I A I rA II I1' Smooth Feed SheetsTM Use template for 5160® JCJ Land Corporation Ancho Bay Pro Inc Patrick L Estes 13797 60th ST 13813 60th ST 5770 Oakgreen AVE Stillwater,MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 Joseph D &Laura H Ackerman Ancho Bay Pro Inc Ancho Bay Pro Inc 5769 Oakgreen AVE 5762 Oakgreen AVE Stillwater, MN 55082 Stillwater,MN 55082 Valley Senior Sery Alliance Tommy D &Robin R Anthony Harold R& Ly Splittstoesser 5754 Oakgreen AVE 13992 55th ST 5710 Oakgreen AVE Stillwater,MN 55082 Stillwater, MN 55082 Stillwater,MN 55082 Simon 0 &Jordyce M Johnson City Of Oak Park Heights Allan H&Margaret L Palmer 5725 Oakgreen AVE , 5715 Oakgreen AVE 5625 Oakgreen AVE Stillwater,MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 John C & Sabrina M Falzon J K&K Group LLP Roger G&Sharon M Meyer 13980 55th ST 5676 Oakgreen AVE 5654 O'Brien AVE Stillwater, MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 David G& Sharon A Cole Dewayne G Stafne Terry J &Jean M Kniskern 5634 O'Brien AVE 5614 O'Brien AVE 5664 Novak AVE Stillwater,MN 55082 Stillwater, MN 55082 Stillwater, MN 55082 David J &Ann M Benson Eric P &Molly B Roeske Thomas A&Glenda M Houle 5668 Novak AVE 5672 Novak AVE 5676 Novak AVE Stillwater,MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 Dennis H &Jane L Mencke Christopher T&Gina L Zeuli Mauritz E&Norma L Anderson 5608 O'Brien AVE 5681 Novak AVE 13902 56th ST Stillwater,MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 Chris P &Lynn R Diederich Todd M&Jean E Scheel John A&Debra L Auer 13910 56th ST 13922 56th ST 13938 56th ST Stillwater,MN 55082 Stillwater, MN 55082 Stillwater, MN 55082 Timothy&Valessa Caspers Richard L & Vickie L Gacke James M& Sharon J Millard 13950 56th ST 13964 56th ST 13980 56th ST Stillwater,MN 55082 Stillwater, MN 55082 Stillwater, MN 55082 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® Leslie&Lori Abrahamson Amy B Brown Quentin W&Evelyn E Nordeen i 13990 56th ST 13898 56th ST 5565 Oakgreen AVE Stillwater,MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 Steven J&Kimberly Jelinek Paul K&Pamela S Hamre Steven F&Laura D Palmer 5557 Novak AVE 13887 56th ST 13915 56th ST Stillwater,MN 55082 Stillwater, MN 55082 Stillwater,MN 55082 Keith A Paul Margaret M Powers Timothy A Hendrickson 13935 56th ST 13945 56th ST 13961 56th ST Stillwater,MN 55082 Stillwater, MN 55082 Stillwater,MN 55082 Gregory C &Jeanne M Crea Charles W& Susanne Hedlund Louis E &Diane C Bailey 5553 Novak AVE 13991 56th ST 13891 56th ST Stillwater,MN 55082 Stillwater, MN 55082 Stillwater,MN 55082 Steven R&Starr Frost Quentin W&Evelyn E Nordeen Douglas M&Rebecca J Wilson 5555 Novak AVE 5519 Oakgreen PL Stillwater,MN 55082 Stillwater,MN 55082 David Lee &Dorothy J Fedie Joel R Lombard Wynn E &Beverly G Babcock 5531 Oakgreen PL 5527 Oakgreen PL 5523 Oakgreen PL Stillwater,MN 55082 Stillwater,MN 55082 Stillwater, MN 55082 Henry M&Robin A Gullickson Beverly A Johnson Karl R&Jennifer A Evenson 5535 Oakgreen PL 13796 55th ST 13816 55th ST Stillwater, MN 55082 Stillwater, MN 55082 Stillwater,MN 55082 Caroline Ann Anderson Dean A Kusel Samy R&Violette H Youssef 13898 55th ST 13900 55th ST 13834 55th ST Stillwater,MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 Dennis P &Kathryn A Gargano Maasho Fisseha Patrick D &Colleen M Kruse 13930 55th ST 13848 55th ST 13948 55th ST Stillwater, MN 55082 Stillwater, MN 55082 Stillwater,MN 55082 Todd M Feustel/Krista Thier Laurance K&Tara M Odebrecht Debrah Loots 13868 55th ST 13966 55th ST 13884 55th ST Stillwater, MN 55082 Stillwater,MN 55082 Stillwater,MN 55082 6 AVERY® Address Labels Laser 5160® Page 1 of 1 Eric A. Johnson From: Eric A. Johnson Sent: Tuesday, July 19, 2005 1:10 PM To: 'estommes @gmeconsultants.com' Cc: 'ablack @seniorpartners.com'; 'mprice @seniorpartners.com'; 'Postler, Dennis M'; Julie Hultman Subject: Fill Permit and Soild Remediation Eric, As my message indicated last week, subject to the terms of the CUP for the activities undertaken, the City was to be supplied a final environmental close-out report. To date this has not been supplied to the City. I am in need of this report. Additionally, the site remains unfinished as there has been no topsoil placed and the site has not been reseeded, this was also a condition of the project. Likewise the silt fencing remains in place and should be removed once the new grasses are established. The City expects this work completed/supplied in the next 30 days or we will be required to draw from the deposit posted on the project by VSSA and complete same. I would imagine the cost of reproducing the environmental testing would be expensive. Please advise if you are not going to complete this work in a timely fashion Thank You Eric Johnson 7/19/2005 1 EQc CcL) City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 May 4,2005 Mr.Mike Price Senior Housing Partners 2845 North Hamline Ave.,Suite 100 Roseville,MN 55113 RE: Curb and Sidewalk Damages Dear Mike, As you are aware,the contractors performing work at your remediation site earlier this spring was given notice that they failed to provide any curb or sidewalk protection.Please review my letter dated March 4", 2005;I have again attached copy. As a result of their failure to protect the City's property,the curb and sidewalk will need to be replaced and/or repaired to the extent determined by the City.Additionally,the street was damaged by the vehicles, mostly tracked vehicles,and therefore the City's road must also be repaired. Enclosed you will find color photographs that clearly show the damages.The City will be preparing estimates for these repairs in the next 30 days.Once these estimates are complete we will provide you such information and how the City will proceed. Senior Housing Partners shall be responsible to cover all costs related to these repairs. Please let me know if you have any questions. • cerely Eric Jot i on City • i 1.s'strator Cc: Tom Ozzello,DPW Mark Vierling,City Attorney Judy Hoist,Finance Director Weekly Notes Report o n Damage to road, trail and curb on 58th street a to the road,trail and curb on 58 ' street. This appears to have occurred There is damage g when heavy machinery was unloaded at this location and h of 58t'street north.sThe ite to trucks used the w een and s work on clean-up of the site west of Oakgr 2004 .seal coat, damage to attached pictures show damage and/or aem o the asphalt trail. Restoration of the sod was two sections of curbing and some damage rote not done. This work was performed by a contractor who did not take measures to p the public property and restore it at completion of their project. The first 3 pictures are views to the north, south and west. The next 2 are specific damage to the road. The next 3 are damage the e curing.trail The last two are damag e to by r �t a d- o- toit. ,„' i2 ¢ ""'^5 ''��k,v, � z ���Ax 9�ra+r�z?� �� ;- 3 r ,,,a... , 16 'jad'i�^6 � h: 200 ,a4 . ,` .. �,N $tY �¢ , 1 a ,; ,e4:�'�"r '- Via+& t8 4 ,q �' Z; - "(� a ,4 r ,-e ''� x* z ,r q -j Z 71r, _ "KK: t% d a� ''''..r..•:::-...:;`Y c "ti 4 4. 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Z, - City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 March 4'h,2005 Mr.Mike Price Senior Housing Partners 2845 North Hamline Ave., Suite 100 Roseville,MN 55113 ***SENT VIA FACSIMILE***651-631-6302 RE:Soil Remediation 58th and Oakgreen Dear Mr.Price, The above project has commenced this past week and I have visited the site. On Tuesday,March 1'`there were excavation activities(frost breaking)occurring by Bolander without a soil scientist present at the site.This was a violation of item 4 as stated on Appendix B of your Conditional Use Permit.Work was stopped until the appropriate person came to the site- Eric Stommes GME Consultants.Please remind your contractor that a soil scientist must be on site and monitoring the project AT ALL TIMES.The person from Bolander at the site was also reminded that curb protection must be installed. On Thursday,March 3 substantial soils removal and backfilling activities commenced.No curb protection, as required in item 1-Appendix B,has been installed as well as no efforts have been made to protect the City's trail.The City will monitor the site for curb/trail damage once the project is complete and the spring thaw occurs.Should the City determine that these items are damaged,the City shall require these be repaired and/or replaced. Lastly,contrary V. Minnesota law,none of the loads leaving the site have been covered/tarped.I would rec ...• end yo .peak with the contractor and address this situation. i • ' ric oI . n City : , „inistrator Cc: Jim Butter,Building Official Mark Vierling,City Attorney City Council Members 1 *************** —IND. XMT JOURNAL— **************** DATE MAR-04-2005 ***** TIME 09:32 ******** DATE/TIME = MAR-04-2005 09:31 JOURNAL No. = 76 COMM.RESULT = OK PAGECS) = 002/002 DURATION = 00:01'04 FILE No. = 071 MODE = MEMORY TRANSMISSION DESTINATION = 6316302 RECEIVED ID = / 6516316302 RESOLUTION = STD —OAK PARK HEIGHTS CITY — ************************************ —651 439 0574 — ***** — — ********* • • 4. . • • • • • •j y l f t S Y f v 1fy+ n . • '4"'"<t)-f-•K i ..eg.,q z 5 z s > o'" r r 0x p A �'� x w- n k s F . £ ,. r City of Oak Park Heights 14168 Oak Park Blvd. • Box 2007 Oak Park Heights,MN 55082 Phone(651)439-4439 Facsimile(651)439-0574 facsimile transmittal 6.5/To: �� � � Fax: �� _b i"x....30 2. From: F,/1!'cJfNa~i.1 Date: Re: Pages: L- CC: ❑ Urgent ❑For Review ❑ Please Comment 0 Please Reply ❑ Please Recycle Notes: • z t f f y r•i •r *1 ii s• CITY OF OAK PARK HEIGHTS CONDITIONAL USE AND FILULAND RECLAMATION AND GRADING PERMIT FOR: GME Consultants, Inc. Date Issued: January 31, 2005. Legal Description: (Washington County Geo. Code 05-29-20-24-0007) Owner: Valley Senior Services Alliance, Inc. Address: 2845 Hamline Ave. N. Roseville, MN 55113 Phone: (651)631-6100 Site Address: PID#05.029.20.14.0002 Oak Park Heights, MN 55082 Present Zoning District: Open Space"0" I. PERMIT: This permit shall be subject to the following conditions and/or restrictions imposed by the City Council of the City of Oak Park Heights. II. GENERAL DESCRIPTION: Applicants have requested a permit to remove soils and remediate the site to address contamination discovered on site and implement soils correction: A. Grading Drainage and fill requirements and specifications shall be met as specified in the attached plans annexed hereto as exhibit"A",(GME submission of January 12, 2005)and as are subject to the City Administrator and City Engineers comments as specified in attached exhibit"B".(letters dated January 13, 2005). B. The Applicants and their contractors shall be responsible for street maintenance, including curbs, boulevards, sod and street sweeping as may be necessary until the project is complete. All streets shall be maintained free of debris and soil until the project is completed. The repair of any damage done to the streets or public utilities by Applicants or any of its Contractors or Subcontractors, shall remain the financial responsibility of the Applicants. C. The Applicants and/or their contractors shall control soil erosion ensuring: 1. All site work shall conform to the natural limitations presented by the topography and soil of the lot in order to create the best potential for preventing soil erosion. The applicants have submitted an erosion control plan, detailing all erosion control measures to be implemented during construction, said plan shall be subject to the supervision of the City Engineer and Building Official prior to and during the commencement of site grading or construction. 2. Erosion and siltation control measures shall be coordinated with the different stages of development. Appropriate control measures as required by the City Engineer shall be installed prior to development and reinstalled or modified as may be necessary to control erosion. 3. If the topsoil is removed, sufficient arable soil shall be set aside for respreading over the developed area. The topsoil shall be restored to a depth of at least four(4) inches and shall be of a quality at least equal to the soil quality prior to development. D. Faithful Performance of Construction Contracts. The Applicants will fully and faithfully comply with all terms and conditions of any and all contracts entered into by them for the installation and construction of all work to be done under this permit and hereby guarantees the compliance to the annexed plans for a period of one year following the City Engineers Certification of the City's issuance of the Certificate of Zoning Compliance. Concurrently with the execution of this Permit, Developer or its general contractor shall provide a cash deposit or letter of credit in the amount of$38,775.00 to the City(for a letter of credit, it must be in a form to be approved by the City Attorney), guaranteeing the performance by Applicants of the construction of the site improvements under this permit in a timely and proper manner. Additionally,Applicants guarantee and agrees that, should the City need to apply a claim on said Cash Deposit or Letter of Credit in the event of Applicant's default hereunder, that Applicant's shall pay all attorney%fees and administrative expenses associated with said action. E. Construction Schedules. All work to be performed under this permit shall be completed no later than June 30, 2005 unless extended by the City Council. IN WITNESS WHEREOF,the parties have set forth their hands and seals, CITY OF OAK PARK HEIGHTS 4fir-;Y a S' A05 Date: 256'v 5-- , 2005 dr' 1110 ii/ ._ _ / a.____4/ Jo!Ton Jim Bu r City A. inistrator Certi -d Building Official APPLICANTS/PERMIT HOLDERS Date: 1' AS / , 2005 Date: , 2005 i / Agir Name Name itaytio:s VAAKA,4— 'f'4°4"4*4 • • GME CONSULTANTS, INC. GM • CONSULTING ENGINEERS r' 14000 21st Ave. No. / Minneapolis, MN 55447 Phone (763) 559-1859 / Fax (763) 559-0720 January 12, 2005 ft ; b.enn s Mr. Eric A. Johnson City Administrator Community Development Department City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, Minnesota 55082-2007 GME Project No. 7735-E RE: Soil Correction at the vacant lot in the southwest quadrant of Oakgreen Avenue and 58th Street North, in Oak Park Heights, Minnesota (Parcel ID # 0502920140002) Dear Mr. Johnson: In this letter, we provide the information you requested in your December 16, 2004 and January 5, 2005 letters regarding the. Conditional Use Permit (CUP) for Senior Housing Partners (SHP) , the Property owner. You highlighted 12 items on the development application checklist which are addressed below 1) _Application form and payment for fees (attached) 2) Proof of ownership or authorization to proceed as applicant (attached) 3) A parcel search, including mailing labels, obtained from Washington County locating all properties within 500 feet of the exterior boundaries of the subject property (attached) 4) Project Narrative SHP hired GME Consultants, Inc. to provide environmental consulting services, including Phase I and II Environmental Site Assessments (ESAs) . We found low level petroleum contamination in the soil and buried debris in three locations on the Property labeled areas 1, 2, 3 on the attached diagram. SHP proposes to excavate and dispose of the impacted material which is estimated to be about 800 cubic yards. These three areas are further described below. > Area 1 - It appears that fill soil with debris had been deposited in this former "low" area in the past. We estimate that this fill soil with debris is about 4 to 5 feet below existing grade at its deepest location, which thins out to its perimeter. WILLIAM C:KWASNY, P.E. THOMAS P. VENEMA, P.E. GREGORY R. REUTER, P.E., P.G. RYAN F. SCHMIDT, P.E. WILLIAM E. BLOEMENDAL, P.E. RICHARD W. PENNINGS, RE, An Equal Opportunity Employer Mr. Eric A. Johnson 2 January 12, 2005 GME Project No. 7735-E ➢ Area '2 - We previously observed scattered surface petroleum staining in this area. We estimate that the upper 1 to 2 feet of soil' is impacted. ➢ Area 3 - This area was reportedly that the w th deb is had been on the Property. It app ears deposited in the former basement. We estimate that the basement floor slab is about 8 feet below grade. Our Environmental Scientist will be present on the Property during ', to conduct field testing and observe the the removal p rocess excavation, we plan to collect excavated materials. Following confirmation soil samples from the bottom and sidewalls of the excavations for analytical testing. The confirmation samples will determine whether residual contaminated soil remains. Following removal of the contaminated soil, SHP proposes to backfill the excavations to original grade with a suitable soil. At this time, they propose to backfill the excavations with to a sand the or ed with silt, classified as SP or SP-SM according of Classification System. This soil will be compacted o 95%ll ng the maximum modified proctor dry density (ASTM D:1527) . of the excavations will occur shortly after excavation. SHP has enrolled this site in the Minnesota Pollution Control Agency (MPCA) Voluntary Investigation and Cleanup (VIC) and the Voluntary petroleum Investigation and Cleanup (VPIC) programs. These programs will provide technical assistance and review services and may provide legal assurances through closure letters upon project or objective completion. 5) Contact information list (attached) 6) Schematic drawing of proposed development (attached) 7) property Survey/Lot Dimension Plan (attached) 8) Grading and Drainage Plan (attached) 9) Existing Site Conditions Plan (see Property Survey/Lot Dimensior Plan) 10) Site Development Plan Development of the Property is not planned at this time. SHP is planning to remove the surface grade to existingnconditions,from the Property and return the s 11) Traffic/Vehicular Management Plan SHP contracted Carl Bolander & Sons Company (Bolander) to excavat( these materials and load it directly into trucks ha for di pos material SKB landfill in Rosemount, Minnesota rlandscape fabric overlain Bolander told us that they intend to p lace by Class 5 gravel over the 58th Street concrete road curb ant Mr. Eric A.. Johnson 3 January 12, 2005 GME Project No. 7735-E landscaping, : to minimize damage 'from the trucks and heavy machinery. Bolander said they also will .place "Truck Hauling" signs on Oakgreen Avenue and 58th Street. during transport activities. 12) Copies of Plans (attached) If you have questions regarding this project, please contact us. Sincerely, • GME CONSULTANTS, INC. Ade • Eri•'P. Atommes Senior nvironmental Scientist Project Manager erlike4 /Alt. /11414;:eir26/5" Richard W. Pennings, P.E. Senior Environmental Engineer cc: Mr. Mike Price - Senior Housing Partners Mr. Dick Travis - Carl Bolander & Sons Company • • I E- .1 _2 Wj_4 R , i .41 2. 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LOCATIONS ARE APPROXIMATE GME CONSULTANTS,INC. rpm FIGURE 1: PROPOSED EXCAVATION AREAS • Geotadvicat.Malata44:nvironnental FORMER RITZER PROPERTY 1400021st Avows N. OAK PARK HEIGHTS, MINNESOTA MIneepoMk,Mlnneeote 65447 �I,_i 7736e.dvq (783)059.1859 VJL I EPS I DEC 04 I GME Project No. 7735-E 1.c&; A II!! gi! III ___,,,,,,,„ILA....--. Ili W ill ' a i1 ; w1!i _ ,\p -±78,00__Tr. 'sr - , g5t Q w �i ,W �,? — -- - '9.54 r) 1•80.00 r' X10 ++� `� ,� •• 1 •' •• 1 �. �• IR ; •fir.. oQ •,, 1` •. 1, 1 4' of , , Y� I/ �' rn..I 5, , , . ,s ,. ..._ „ ro g�"N� a � ` - -- - z 1 ■ ILA '�ii�� =. ��V -, •., I r ,1, (er �y(� ' \S _ Z f•.7 w 500 5 8 Irk ••``.` : \� '` - eJ S'6` 111 flZ.) IR • S 4-, , . \...I.% fel:crook % % v) i -`,... -, . 4. . 8 1/4.,) 1 I I \ r)1,1 I v i i , ', \ ,g• J It , :", ' I 0 J \ , , , , - . , , lO t, 1 1 , , 1 1 Ql I 1 1 tii - - - - _ �N - - -' ' ■ X11 ' '11 �yo,� 2143 - _ '6' • 1 No cs V -a a- -S -i- -.- r_ -s_ _1 a - e / _Pr •--- - _Z75' - - - —.app ,• t • 24' HARD SURFACE SUPPORT POST 0 4' O.C. PUBLIC ROAD il:'trill 3p, FILTER FABRIC ,• ' ,. COMPACTED B1CKFiLL 7.1 S;`,0!"- OVER FILTER FABRIC b � �� • i it=u 50' `'N``\,, 1=il=ir=.4r/ A/f�//1�� s i$ CLEAR ROCK ♦ =t1=ill—/��/1�/A he--10' 4,! 1• ":7,%;414. .. 1, , r'• 4 1 .11'1' , ! %"; !Wi.yy!w�]�'� .. 11r(1`=1171:=�a=11 1=1C=71=1i=11.�il.=11:=1l. 112111 IIN1;=' • SILT FENCE ROCK CONSTRUCTION ENTRANCE NO SCALE NO SCALE GRADING, EROSION CONTROL, AND TURF ESTABLISHMENT 1. GENERAL A. All grading, erasion control and tunf establishment shall be according to the materials, workmanship, and other applicable requirements of the Minnesota Department of Transportation 'Standard Specifications for Construction", latest edition, unless otherwise specified B. All erosion control measures shown on the plans, Including silt fence and hay bales, must be installed prior to commencement of grading operations and maintained until oil areas altered on the site have been restored. C. AU areas disturbed by construction shall be restored with seed and disked mulch. sod, wood fiber blanket, or be hard surfaced within two weeks of substantial completion of construction. D. Provide approved borrow soil materials from off—site when sufficient approved soil materials are not available from excavations. Remove all excess and unsatisfactory material from the site. E. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. F. Compaction shall not be less than the following percentages of maximum dry density according to ASl1A 0 698: I. Under structures. building slabs, steps, and pavements, compact the top 12 inches belote subgrade and each layer of•'backlip or fill material at 100 percent maximum dry density. H. Under walkways, compact the top 6 inches below aubgrade and each layer of backfil or fill material at 100 percent maximum dry density. if, Under lawn or unpaved areas, compact the top 6 inches below eubgrode and each layer of bockfill or fill material at 95 percent maximum dry density. C. Grades as shown on the plan are to finished grade. U. PRODUCTS A. Satisfactory soils include ASTM D 2487 soil classification groups GW, CP, CM, SW, SP, and Silt: free of rock or gravel larger than 2—Inches in any dimension, debris waste, frozen materials, vegetation and other deleterious matter. B. Unsatisfactory soils include ASTM 0 2487 sell classifkotlon groups GC, SC, ML, MH, CL, CH, OL, OH, and Pt C. Al bockfill and fill materials must be satisfactory sal materials. D. Subbase and base material must be a naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand meeting MHOOT Specifications for Class 5 gravel. E. Turf establishment: seed shall be MNDOT Mixture 50B, fertilizer shall be 22-5-10 analysis slow release, and mulch shalt be MNDOT Type 1. IA.D(ECU11ON A. Fin under buildings shall be compacted to meet Soil Engineer's recommendations. B. Place 4—Inches of topsoil over alt areas to be re—established with turf. C. Till, fertilize, seed, and mulch to establish a vegetative cover at the following rotes: seed at 50 pounds per acre, fertilizer at 300 pounds per acre, and mulch at 2 tons per acre. D. Provide erasion control measures to prevent erosion or displacement of soils and discharge of soil—bearing water runoff or airborne dust to adjacent properties and walkways. E Place hay bales around catch basins after they are constructed and maintain until all areas disturbed have been restored. F. Wherever construction vehicle access routes intersect paved public roads, provisions must be mode to minimize the transport of sediment (mud) by runoff or vehicles tracking onto the paved rood surface. Where sediment Is transported onto a public road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed by shoveling or sweeping and be transported to a sediment controlled disposal area. Street washing shall be allowed only after sediment Is removed In this manner. EXHIBIT"B" C' 9 xz. City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439.4439•Fax(651)439-0574 MEMO January 13,2005 TO: Planning Commission Mem iI FROM: Eric Johnson,City Ado).*i �► RE: VSSA—Soils Remediation • oje The City's Engineer,Karen Erickson,P.E.of Bonestroo and Associates,has reviewed the application and has submitted the attached letter—indicating that the approach contemplated by the Applicant is in compliance with appropriate environmental and engineering standards in Oak Park Heights. Accordingly,Ms.Erickson has no objection to allowing the project to proceed under a Conditional Use Permit.However,the following are minimum conditions should be placed on the approval Minimum Conditions For Approval: 1. Applicant shall protect all City infrastructure;curb,gutter,bituminous trailways,etc from damages. 2. All access shall be from 58'h Street. 3. All mud,debris,dirt,etc tracked onto the City streets/trails shall be cleaned-up at the end of each construction day.There shall be no stockpiling of any fill or excavated materials on or off site. 4. No excavations or backfilling of any type may proceed without a Minnesota licensed soil scientist present at the site AT ALL TIMES.Applicant shall backfill any and all excavations with materials as indicated in scope of work before leaving the site at the end of each construction day.Site shall be reseeded with appropriate grass/prairie mixture. 5. Soil Erosion and Drainage Plans are subject to final verification by the City Engineer prior to work commencing. 6. Applicant shall provide the City a final closure report that indicates and demonstrates that all relevant State and Federal remediation standards and reporting requirements have been met. Bonestroo 2335 West Highway 36• St Paul.MN 55113 Rosen Office:651-636-4600•Fax:657-636-1311 Anderltk& wwwbonestroo coin Associates Engineers&Architects January 13, 2005 Mr.Eric Johnson City Administrator City of Oak Park Heights 14168 Oak Park Blvd.,P.O.Box 2007 Oak Park Heights,MN 55082-2007 Re: Soils Correction Plan(Parcel ID#0502920140002) Plan Review BRA File No. 55-04-000 Dear Eric: We have reviewed the Soil Correction Plan for the vacant lot in the southwest quadrant of Oakgreen Avenue and 58th Street North,as submitted by GME consultants,Inc.,on January 12,2005. The submittal states that an Environmental Scientist will be present during the removal process. The scientist will be conducting field testing to confirm that all contaminated soils have been removed. It is vital that the Scientist is on the property during the removal process. The plans submitted for the soil correction portion of the project meet the engineering standards and guidelines for the City of Oak Park Heights. However,we need additional information on the measures that will be taken to protect the City's bituminous pathway located at the 58th Street access point. If you have any questions or require additional information,please contact me at(651) 604-4788. Sincerely, BONESTROO,ROSENE,ANDERLIK&ASSOCIATES,INC. oaAgvi' v — • Karen S. Erickson, P.E. cc: DMP,File—Bonestroo&Associates K155155040001Wmkc_in_rogressJolamon KSE"soil correction loner doe • St. Paul.St.Cloud,Rochester. Willmar. MN • Milwaukee. WI • Chicago.IL Affirmative Action/Equal Opportunity Employer and Employee Owned Bayport Oak Park Heights Stillwater 950 N.Highway 95 5891 Neal Avenue N. 125 New England PL Bayport,MN 55003 Oak Park Heights,MN 55082 Stillwater,MN 55082 FIRST STATE (651)439-5195 (651)439-2655 (651)439-7072 :: ::027(651 Fax(651)351-3745 Fax(651)275-1060 BANK AND TRUST 0 Boutwells 75-50 banding (651)951-9760 (651)275-5050 Fax(651)439-3835 Fax(651)275-5051 February 11, 2005 -� C © [ ll M CG J ' FEB 1 4 2005 City of Oak Park Heights - ' P.O. Box 2007 Oak Park Heights, Mn. 55082 Att: Judy Holtz, Re: Valley Senior Services Alliance: 58th St. and Oakgreen Project Dear Judy, This is to notify you that Valley Senior Services Alliance has an account with our bank, #9000728, in which we are holding $38,775.00. The instructions on this account: withdrawals on this account cannot be made that will reduce the balance below $38,775.00 without the written or oral approval of the City of Oak Park Heights. If you need any further information don't hesitate to call me. Thank you. Sincerely, Grego cL. Benson President Toll-free: (800)848-4897 • www.bayportbank.cotn • Member FDIC City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 January 7'h,2005 MEMO i ) TO: Plannin g Commission FROM: Eric Johnson,City Adminis'Adminis II tor RE: VSSA- Conditional Use Pe ,it R-• .t—Soil Remediation Activities The City's Engineer Dennis Postler is still in the process of reviewing this request and is awaiting some final information from the Applicant's consultant(GME).Generally speaking the project appears to meet the process requirements set forth by the Minnesota Pollution Control Agency and the scope of work appears to materially address the City's concerns. I hope to have Dennis' formal report prior to the Planning Commission as well as his recommendations for approval by Thursday,January 13th in the AM. 4 City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 January 5,2005 Mr.Eric P.Stommes GME Consultants,Inc. 14000 21st Ave.North Minneapolis,MN 55447 ***VIA FACSIMILIE ONLY 763_559-0720*** RE:Environmental Remediation—Vacant lot at Oakgreen Ave and 58th Street Mr. Stommes The City has had an opportunity to re ew .terials you have submitted on December 28th,2004.The majority of the items appear to be"• ,lace,but th- following items remain outstanding.This information must be received by the City b We ti.,_ an . 1 2005.Once received,your application will be deemed complete and the application may procee• orward.This date will allow the City one day to perform a fmal review and present such information to the Planning Commission. 1) GME indicates letter states".....backfill the excavations to original grade with a suitable soil." "Suitable soil"needs to be defined/quantified as to what type of material this is.Please submit brief summary of this material. 2) The property survey/lot dimension plan requirement is not met by what has been submitted. The City needs a document that property lines with actual dimensions/bearings. Additionally,the exact locations of the excavations should be shown(via a record plan)for documentation purposes.Please remit a revised site plan/survey depicting this information. 3) GME indicates that no drainage&grading plan was submitted because nor permanent gr are proposed. While this is true,a plan showing contours/elevations must be submitted ttovend ges grades(previously proposed developments in this area had shown this information so it shouldn't be difficult to acquire),and an erosion and sediment control plan must be provided. If backfilling will not occur for 2—3 weeks after excavation,the security fencing shall be installed around each excavation, please show such fencing on the plans.Alternatively,backfilling could occur immediately. 4) Only one access to 58th Street is allowable,there should not be any to Oakgreen Ave. You indicate protecting curbs and landscaping to 58th Street and Oakgreen Ave?Please revise site plan with one site access. Please let me kn• if you have any questions. cerel Eric Jo 1.on City ',. t inistrator Cc: Dennis Postler,BRAA Julie Hultman Planning File t . *************** -IND. XMT JOURNAL- **************** DATE JAN-05-2005 ***** TIME 14:20 ******** DATE/TIME = JAN-05-2005 14:17 JOURNAL No. = 19 COMM.RESULT = OK PAGECS) = 002/002 DURATION = 00:00'51 FILE No. = 233 MODE = MEMORY TRANSMISSION DESTINATION = 17635590720 RECEIVED ID = / 763 559 0720 RESOLUTION = STD -OAK PARK HEIGHTS CITY - ************************************ -651 439 0574 - ***** - • • • • 3• , tti�'�:.x;: '� if�°. 2L w'k"3 ,,. . ¢.him �:'^ f zero-i 7 .• `i"' City of Oak Park Heights • 14168 Oak Park Blvd. Box 2007 Oak Park Heights,MN 55082 Phone(651)439-4439 Facsimile(651)439-0574 facsimile transmittal To: Fax 5/7,04 41 es Fax: -26 3 Ste! d7aO From: 41 6 514 S4''+ Date: /7510 S Re: Pages: CC: ) Urgent ❑For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Notes: p l GvI{: Y -Vi tfi 1h p Carrcch' w r Wj � t/AN /014. Page 1 of 1 Eric A. Johnson From: Postler, Dennis M [dpostler @bonestroo.com] Sent: Wednesday, January 05, 2005 9:20 AM To: Eric A. Johnson Cc: Jim Butler; Scott Richards(Scott Richards); Erickson, Karen S; Mark Vierling Subject: VSSA Soil Correction south of 58th Street(Parcel ID#0502920140002) Eric: I have reviewed VSSA's application regarding soils corrections and have the following comments corresponding to the 12 items noted in GME's 12/23/04 letter: 4) GME indicates they will" backfill the excavations to original grade with a suitable soil." "Suitable soil" needs to be defined/quantified as to what type of material this is. 7) The property survey/lot dimension plan requirement is not met by what they have submitted. Need to see something with some property lines and dimensions/bearings. Additionally, the exact locations of the excavations should be shown (via a record plan)for documentation purposes. 8) The indicate no drainage&grading plan was submitted because nor permanent grade changes are proposed. While this is true, a plan showing contours/elevations should be submitted to verify grades (previously proposed developments in this area had shown this information so it shouldn't be difficult to acquire), and an erosion and sediment control plan should be provided—particularly since they indicate backfilling won't occur for 2—3 weeks after excavation. 11) Regarding traffic/vehicular access---They need to show where the access point will be one access to 58th Street is allowable, there should not be any to Oakgreen Ave. (they indicate protecting curbs and landscaping to 58th Street and Oakgreen Ave.?) Dennis Al Postler Bonestroo, Rosene,Anderlik&Associates 2335 West Highway 36, St. Paul,MN 55113 Direct: (651)604-4815 Office: (651)636-4600,x4815 Fax: (651)636-1311 Cell: (651)775-5102 E-mail: dpostlerun.,bonestroo.com 1/5/2005 • City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 December 16`x,2004 Mr.Eric P.Stommes GME Consultants,Inc. 14000 21A Ave.North Minneapolis,MN 55447 RE:Environmental Remediation—Vacant lot at Oakgreen Ave and 58th Street Mr.Stommes I am in receipt of your December 14th letter requesting a capacity to perform certain excavations and soils remediation at the above location. This type of activity falls under the City's Land Reclamation and Grading Ordinance—308.08 and is enclosed for your review. 308.08 requires that the operations you are proposing,(excavating and filling over 800 cubic yards of material)first receive a Conditional Use Permit(CUP).Accordingly I have enclosed a copy of the City's Conditional Use Permit Development Application.This application must be completed and submitted with the information as highlighted(12 items)on the Development Application Checklist—also enclosed. The fee for the consideration of such CUP is$400.An additional$1,000 is held in escrow to ensure that the project in satisfactorily completed and all City fees that may be incurred are paid.Therefore the total application fee is$1,400.00 and must be submitted with the other information. When the City receives this information,we will review for completeness.Unless the City receives this information as requested by December 27th,2004 the City will deem your application as incomplete and your project will not be further considered in January.Should we receive the appropriate information,we will schedule your project for the January 13th,2005 Planning Commission with potential City Council action on January 25th,2005. Lastly, pursuant to Minnesota Statutes 15.99, Subd. 3(f), the City of Oak Park Heights is herewith extending the period of time for agency/city review of the application for an additional 60 day period(for a total of 120 days from the date of application)inasmuch as the City has determined that additional research and study by the City staff relative to the complexity of the project as proposed will be required. -as= et m= 'now if you have any questions. . • / 'o Jo•' sn ity inistrator c• Scott Richards,City Planner Mark Vierling,City Attorney Julie Hultman Planning File C. The City Clerk shall place the matter on the agenda for the month next following the filing of the written notice of appeal. D. The City Council may reverse or affirm wholly or in part,or may modify the decision or determination of the City Engineer and may direct the issuance of the Building Permit. 308.06 Future Maintenance of Drainage Plan on Property. Wherever the City Engineer has given written recommendations for any drainage site plan, the property owner and applicant for the Building Permit shall warrant and provide to the City of Oak Park Heights, on a form prescribed and approved to the City of Oak Park Heights, a written agreement of the property owner with the City of Oak Park Heights guaranteeing that the property owner, his successors, heirs, and/or assigns shall implement and maintain the drainage site plan as approved by the City of Oak Park Heights and shall not alter by act, omission, or otherwise the drainage plan without the written prior consent of the City Council. 308.07 Alterations. No person shall make any change,alteration,otherwise obstruct,or interfere with any drainage ditch, culvert, or storm sewer upon any private property which has been approved by the City of Oak Park Heights without first having obtained prior approval by the City of Oak Park Heights. s ..3, " 08.08 Land Reclamation and Grading. Within this Ordinance, land reclamation is the reclaiming of land by depositing or moving materials so as to alter the grade. Land reclamation shall be permitted only by Conditional Use Permit in all districts. Depositing a total of more than twenty- five (25) cubic yd.d-s o aterial per acre, either by hauling in fill or regrading the area,shall constitute land reclamation. Land reclamation in all flood plains shall be in accordance with the Flood Plain Ordinance. The permit shall include, as a condition thereof, a fmished grade plan which shall not adversely affect adjacent land,shall regulate the type of material permitted,program for rodent control,plan for fire control, and general maintenance of the site, controls for vehicular ingress and egress, drainage,and control of materials disbursed from wind and/or hauling of material to and from the site. 308.09 enforcement-Violation. Violation of any provision of this Ordinance is declared to be a nuisance affect' g the public health, safety, and general welfare and shall be prohibited as spe ified in Section 1501 of the Code of Ordinances of the City of Oak Park Heights. 3 DEVELOPMENT APPLICATION CHECKLIST The following items may need to be submitted as part of your application process. Please refer to the City's Zoning Ordinance for detailed submittal requirements. 6—Application form and payment for fees. z ,■ Proof of ownership or authorization to proceed as applicant. 3 1 A parcel search, including mailing labels, obtained from Washington County locating all properties within 500 feet of the exterior boundaries of the subject property. 1/ 1/1.—Project Narrative. ,-- VD—Contact information list. 6 V D Schematic drawing of proposed development. D Staging/Phasing Plan. 7 V D--Property Survey/Lot Dimension Plan. D Property Tax Statement. 8 !✓ 'Grading and Drainage Plan. p v)--Existing Site Conditions Plan. /0 VD—Site Development Plan. D Landscape Plan. A I/ V > TrafficNehicular Management Plan- Rs d reld, A Acceccihf Avryi.ec vi D Signage Plan. Ate.4.7 Q7 'per 4 D Lighting Plan. D Tree Protection and Replacement Plan. D Building Plans with elevations. > Other plans and/or information as required by City Ordinance or requested by City Staff: L v All plans should be submitted in the following format: 40. 3 Full Scale sets of plans; and ➢ 20 11"X 17" sets of plans. Plans and all correspondence should be directed to: Community Development Department City of Oak Park Heights 14168 Oak Park Blvd. N. P.O. Box 2007 Oak Park Heights, MN 55082 Application Checklist Updated 01-24-03 H CITY OF OAK PARK HEIGHTS ♦DEVELOPMENT APPLICATION (I 14168 Oak Park Boulevard P.O. Box 2007 Base Fee: Oak Park Heights, MN 55082 Escrow Amount: (651) 439-4439 Fax: (651) 439-0574 Street Location of Property Legal Description of Property Owner: Name Address: City: State: Zip: Telephone: (Home) (Business) (Fax) (Other) Applicant: Name Address: City: State: Zip: Telephone: (Home) (Business) (Fax) (Other) Type of Request(s) Zoning District Amendment Home Occupation Conditional Use Permit Site Plan Review Variance: Single Family Residential PUD: Amendment Variance: Other Residential/Commercial/Industrial PUD: Concept Plan Subdivision PUD: General Plan Subdivision: Minor Street Vacation Comprehensive Plan Amendment City Financial Assistance Description of Request(s): If a request for planning/zoning action on the subject site or any part thereof has been previously approved, please describe it below: Owner/Applicant Initials Development Application, Page 2 General Conditions Application Review The undersigned acknowledges that before this request can be considered and/or approved, all required information and fees, including any deposits, must be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees are submitted appropriately to the City. Professional Fee Responsibility It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s) will be promptly paid upon receipt. If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if it becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assessed against the subject real property if unpaid by October 31s of each year. Property Address Date: Owner Signature Date: Applicant Signature Development Application, Page 3 CITY OF OAK PARK HEIGHTS 14168 Oak Park Blvd. N. P.O. Box 2007 FEE SCHDULE (Updated 07-24-03) Oak Park Heights, MN 55082 COMMUNITY DEVELOPMENT DEPARTMENT BASE FEE * ESCROW FEES Zoning District Amendment $400 $1,000-3,000 Conditional Use Permit/Amendment $400 $1,000-3,000 Variance: Single Family Residential $150 N/A Variance: Industrial/ Commercial $200 $1,000-3,000 Subdivision: Major $400 $1,000-3,000 Subdivision: Minor $200 $500 Home Occupation $100 N/A Site Plan Review $400 $1,000-3,000 Street Vacation $100 $500 PUD: Amendment $700 $1,000-3,000 PUD: Concept Plan $500 $1,000-3,000 PUD: General Plan $700 $1,000-3,000 Comprehensive Plan Amendment $500 $1,000-3,000 Non-Refundable City Financial Assistance $3,000 N/A Eg:TIF, Tax Abatement, Special Assessments,Annexation, Special District Projects, Etc.. *Escrow: Escrow is a guarantee that all final bills for the project will be paid. Based on Number of Units: 1-9 $1,000 10-50 $2,000 51+ $3,000 If the project exceeds 10 acres in size an individual escrow will be calculated for the project All new subdivisions must satisfy park dedication requirements. Home Occupation and Home Occupation Minor are renewed annually and require $10 annual renewal fee. G:\Forms\Comm.Dev\Development Packet\Development Application 07-03 Updated.doc WATERSHEDS As part of this application process, your project may be located in one or more of the following watershed areas and as such subject to their respective permitting process. To ensure timely process of your project, you are encouraged to contact the respective organization(s) early in the process in order to timely comply with their process along with your application process with the City of Oak Park Heights. Brown's Creek Watershed District Phone: (651) 275-1136 Fax: (651) 275-1254 Mailing Address: Washington County Soil &Water Conservation District 1830 W. Frontage Rd. Stillwater, MN 55082 Middle St. Croix Watershed Management Organization Phone: (651) 439-2530 Attn: City Administrator Mailing Address: Middle St. Croix WMO % City of Bayport 294 Third St. N. Bayport, MN 55003 Valley Branch Watershed District Phone: John Hanson @ Barr Engineering (952) 832-2622 Fax: (952) 832-2601 Mailing Address: P.O. Box 838 Lake Elmo, MN 55042 Website: www.vbwd.org C:1My Documents\Project Development PacketlWatersheds-Contact Information Summary Enclosure.doc Updated 01-24-03 ......:,..-,....-.....,,,, ...... ..•:..,......:::.. ,..-.. ::.'.!. :::..41::..;,..!• ....i.,4.,:•,,•, ....;..:.,::.:..,:, ••••:••,:•••:. f...:•,.... •.:,.....•:.,•-•;•:•:•...:•.:. •,..:.•,••••••:.:•••,•:...:.:..'...•....":'.....f:.......:.....'[...:..,.,..•.:::„../'.. .........,..,:::::..,:•,::. ......., .,...,.... ..... .. "•:.-...i', ,.,- . ., .. -.:.:- .. ,ur.!:.. 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'........:.-.•... ..,• .:...:. ,: ."....•:'.. ,'..''...•;.' •...: .•::•:••:.•.:.:... .1f.the:property YOU are developing is over 1••acreinSize and eontainiat least.5... ...••••:... :••.. •:.. •::'... : • ....••., ,....'.. ......:*:.........,•••'signifiCantirees..,.8.inches.bib:Unit:diameter(deciduous)Or 40•feetin heightt(eiiergre60 -....:.....*....I.'.:.: '..'.....c'". • .. •...'. ...r. `.:.'.;';'...,...'.".:. . your project will:mile:under the citY''s.Tree PrOteetion'OrdinanCe:(Chapter 1:3•01:of.tho,: .. .... ..:. ',.:•'..,., -z: . .. .:"....- •..... City Code): This ordinance requires:.a...a tree protection plan,'••h:aii.invent&y.of existing. ... ; •'•.:•i:..., .•....• •• • .• . ..••••'''..:••••••,...*:'SignifieanttiOes,and thaireqUire.e.lreereplaeemeht for trees removed(either planted on *.•'.•:'....'.' : ••••••;......••.•: ''..,..:...• ••••••:::.. : .-:.•••:Site or cash in lieu of tree plantiiii):..Trees included in:thejandsitpePlan will.be.used:td. ....:.....-,. '••••.' . •' .. • :.•' -; ".::.•• ...-..:.., offset any trae.repiacement.requireuient.A: opy.Ofthis ordinatee and the accompanying. •••••..'':•. ... '..••:-''' - ; ••••• ....• ':•••• ' ':. frfre6:PrOteetiOn•Standatdsi!can be Obtained froM460PAComini.inity Development•.*. ' ..•'•• .• ;•••- '.. •. '• Landscane Plan ,. •••‘:' .. '' ••':.' • 1:10Sign;'.Landscape designs.should be attractive and easy to Maintain:..Plantinispacei• •:....... .: . .......;...... ..•.•• •• ... ...• ,. •...••:..- ••••• -should he large enough.so that trees and shrubs have enough rooting Space to attain a •... •:::- ::..- .. -::. . .:::... '.' -. .. • , '.. ....• 1 ..healthymatioiti.....Planting beds should be edged with professionargrade.hlick plastic . :-.... ::. . ..•-•.:.: .• ...*:.-: • •:. . ' •. ...:',:edging,hrick Or metal:. Trees planted in'sodded areas should be rnulehed With Wood chipi.: •.••••.•• ,....': ::.: .'. . • ....• ' ... • :. out several feet from the trunk and edging installed kfkotp.AnitIch in place:•Planting beds...,.. ...• ..' ....• ‘..: ::. • •:. :.. • ' .;••••..... may he mulched with landscapelualitY.Wood•ehipsi shredded hark,orrock.,.• •:.•......• ;.:... • • •.,- • ......• ....::• • •• :•••• • I •• . •:::-.'•••::., Plait Species Plants'specified in the plan.Should be attractii,6;•.hardy.tO Zone 3.and•-... — • .....' ... • .: :• .:: . •,... .. :.-' .......• . .• tolerant or resistant to Major insect and diseaSeprobleMi...-•PlatitS native to Minnesota are .- :::.:.,••••••• ...l•.•• ....•. : : •••-.. ..• : . ........•preferred;though imProVed'cUltivari Of native plants and proven.Ciltiv.ars Of intrOduCed. '••••••....': :., .••.. •••:-.'::.. .. ••• f.. . .. .'• • • ..,SpeCieS.rtiay•also•be tae.a..Where appropriate,'trees,shrubs and Perennials should be -••'. -: • . ..-•••. ,... .:.• ...:••• •• '' j...' s ::'•••• ....'. inciudedin the landkaPesp10; itherplanted together in landscape.heds:Or.SeparatelY:-A,: •. . .. ...., •••• •:.:' • , • •_.• . ..: .• • • ....."Plant Schedule which lists the'amount;Common name,.scientific(Latin)name and type .••.... •.:,•• .. . , .. . . : • • . ...„ of planting stock(container,B&B,-etc.)should be included as part of the landscape plan'. • ...... '• .• . " . . •• . • • -, r - . :(example attached). See OP1i."beiign Guidelines"for suggested plant Specie*. • ...•......:- •.:.. .• •••.. . . • . .• . . . . . . . . . . . . . . . . . . • . • - .• Size and Type of Planting$toek..MinMitim•sizes for landscape plants for most sites are. • .:••••'• •• "...• • • ' . :•'. ..,as follow*., -. ' •. .. • ... .. . . . • • . .• . • . . . ... . . • • . , • . . . . . . • . , .• . . • . • . . . -. . . . . . . ...Shrubs.=18-24 in tail,potted • . ; • . . ' • *,• - • . . . ... . . . : . • • • . . . ' . • : ••Ornamental Trees'=1.5.in: diameter B&B (balled.4 burlapped); 6-7 feet tall,potted . ; • . . . ' ••• ' . .: ' .• Shade Trees=•...2.5 in.;diameter,B&B;: 1.75 in.•diameter,potted •• .:. • . . .. . . . • . ...• .. Evergreen Trees= 6-8 feet tall B&B. .• ..:• ' . ' . •...- •••• . • •• - . •, . . . , •• . . .. • . • . . . ..• • • . . . . . . , •. , . ., . . . . . • • . . . Boulevard Trees(those trees'planted within the street right-Of-way)must be shade . • .• • • (deciduous)trees,25 in diameter B&B,spaced 30-40 feet apart If boulevard space is l . ... . . • . . . . . . . . • . .. . . . . . . . . . . . . . • - , • . . • •. . • . . . . ,....................................................................... .. •. .. . .• . .; . . .. . .. .. .. ... . ,.. •. . • : .•• . • . .. .. ...... .. •. . . ... . . .. • Tree.City US A . . • . . . . . • - . • • t Oak Park Heights — Landscape Guidelines for Developers — 2 restricted,due to utilities(overhead or underground),ornamental trees,such as flowering crabs,could be planted,spaced 20 feet apart. Evergreens are not allowed on the boulevard. Planting Specifications: Attached is a sample Landscape Plan,"Plant Schedule"and "Planting Detail"(accepted planting procedures for shade trees,evergreen trees,and shrubs). Plants are to be installed according to these specifications. The landscape plan and planting will not be approved unless these procedures are used. A"Planting Detail" diagram for both trees and shrubs should be attached to any landscape plan which is submitted. Also included on this plan are Tree Replacement Calculations,which should be included for any projects which fall under the City's Tree Protection Ordinance. Approvals and Inspections Site Plan Review: A meeting between City Staff and the developer to discuss plans which have been submitted. Developer will receive initial feedback regarding the landscape plan at this meeting. If applicable,tree protection/replacement issues will also be discussed. Plan Approval: This normally occurs after the Site Plan Review meeting. The Arborist will review the project and make recommendations as to changes and specifications. The plan will receive final approval only after any suggested changes have been implemented and plans have been re-submitted for Parks Commission(if applicable),Planning Commission, and City Council approval. Inspections: Landscaping is inspected by the Arborist just after installation and also near the end of the guarantee period(typically 1 year after installation).Inspections may also occur at time of installation to ensure that planting specifications are being adhered to and that plant material is in good condition when planted. Final Acceptance of Installation and Landscape Plants: If specified planting procedures have been followed and plants are alive and in good condition at the end of the guarantee period,the Arborist will sign off on the landscape portion of the project. If you have any questions regarding landscape issues,please contact the OPH Arborist, Kathy Widin, at(651)439-4439(voice-mail). • t 4 1 f PEdM ,4 ' j . � � f 1 } -1 P, A '•ri ,f,Y ry!' �tr GECD fist? .,c `Y/� , , ( 'Yid iia .. _+ s' ..,,• 'S, ,hE ' yr .. ,�t ,f ••..ti , • , 1 �j �T ''ya' • .ti 5 I 1 It.• o• 'IC 1,... •rl•% I r I �, Opi p •4 •orn, •ap • ( I*' .1 I ' PROPOSEDr: t 1;, I nt 1F''O) Y■ I J:I 1*7 ORNAU 1 e5 '�� 611/* �-r lin PO�emogJls�osdnatm�o •v 1� ;+ 105' X 130' 13,650 SF. �'sf cOrrtn U !`� I+r FFE = 907.0 $, ©rn. '11:7 Drs. ,145,1,14 re) o , rri`% .0.:.r Syr 1C r" ■ 1PP O r 4•r. .0,...y...tti...T.:74.:.:t .*. 4t..4 J.C.vi-' ,:c. 1 00 I Oft'1.,,,,-....34%, aciOs '� rtT,� ern. /��� El I+oo ;,�0e comri ////�, _ rail •I Ell■ le r log + IARDIC `;+fIP� FO Drn (/' i1 �t -r.,7,-41 D.I'M t -,4:0 / v TREE R&PWCE L.._. � j ,�i� a�f 1 t , �kr:;.t. ' .\ L,Vr ralr vwsw ;�� 'm �t A. I , ..,-4, #!l/N I! ' Ash 4... v •aan4ae,,,„.... f.w..xe-ma Y1•r r sa wit AN Kr MN 4.041 1 i� Y14rx 'rc''•R4 "T t 44'.4 ('' f '.. tL (rte !' 4 %,CA 4y2* i ®PRELIMINARY PLANT SCHEDULE alma ®® i WA1111, 11111rE111 et& *Waal rtr y tiaw r LP CPL. w rm..HIV ©D PALL cctaR LANDFORM ��� LANDFORM NI la.taa ED IA f Manna ` A anal Tofu% I?CM.. w POW.WV DD PALL caa PROJECT O l Mumma nor �n ® LA o a*CCOOLTANf 0 aatcac aDOq wnsb mum Ialo t i Y'� MIND 6a CD. ma O wAlJtlm/aw►Dtatoll a YAMCA x0r'•are DO ►ALL cave ® LACLMWa aa%armA**** ,�� ►� BUILDING 0 ►®"- ORNAMENTAL TREES! raoeAraL ❑ lasr►r4 ❑ • 1 APAR WU! UM MWA W M, w oa'oL. [] raw w�aKY❑ OII.w ©O mu.catca rDID 11O.s C.NM NI*.AMA ill 1K raUDD* YJ a.ALL aoa=MN Dam CONIFEROUS TREES AMOR TO DA a at olAi Ali., aim 0. ' w. ✓T CITY OF `ic", OAK PAR K HEIGHTS `rT�f '�*" P:A. „ n At w 3011 4 w pD iraeei 0 i DAM xwllet)4J.3 Po*r°AA`MA r RY. aY Maw,w C +D imam DECIDUOUS SHRUBS r. O 77 4i WOO* AWWW 4,”Ian" IC Kt 0 4 0V4To 0417«.'t@1niU x,•wr, an all.xr DD Dui moll i An Of.�V D{� PALL cwOt w.a.as,,,.R ® rA xInDA f YA7 M. rot Aa a>,,xv DD Iowa .0.1,14.'. xt rem,mum new AIWA*Law ° 1W+14.R xa Mr. ror qr,r• ©D rta+iR INI_.11+11___ .4 sAtrl *owe fir O .4 KID. :v as a� rot aH,av DD walaua ��� +,t y raY ,r..v DID w.ROlwl =©WI nvey Note: plants specified in this plan are larger � �.� DD _©� developer addressed the Tree Replacement Requirements.PSaeneteS zee and Type iv°°w Planting Stock"for normal size recommendations. Type of ©� ■ ®�REE REPLACEMENT =�= Aar vow ixtll.t rltlb a/a1Aia fli►�AWiRr 40041710 WS LANDSCAPE NOTES a©��®,-�---m.lm > D A.TmAt L AL wax war xl� 1>et Ylltla eLL 1 gr%Aa a Tor Dam pal*m samDC A ao m �S� Y; a.7�WM M?OKY�m cw°xIR 44744.• ,+4iw a„e e�oi°rR AAAe'rai. • n!►A,oacAM a DOLL�a�wwWUOd17�bµaoR s DAM.e =�""'�- o' AAW S eCD431 14 b .*DAD▪ rare •j 'i APO aNMi MOMS DOLL a� �"°'^AIM Dr ODIC*A+.socNYal a ruvl4p,g1 x{Ayp _+��_ 4.a 4Mt ?Mr. rMHA•i 4 04 04 RJN I4 o a"20 tout co rLMa7 DI 111 lOT AW D4 M s.'ll f woo tl A lG1r�© '-' 111111111111 CI carga AArs,R afOM al M ALAI aOA,nos ►! a "�' taut1 M > .or �i!Tor run M Ada 1444 myna at rA1 4“AA)x f]x A.0 AiaT a 41410 acaraou WgorOLO*404 lu« AS V!A raA(4) �0.acra MAr+frt gnaw fizz Ix ro.I D^Aa ro w AAA!+7 Tor wow*Ipio+ 0o so*cunt 11 44 iYW 444.M xp Auol 10 ii Da*txy NW i1AA maw tAaxrM. h,'1,1 7N TO Ira CLOWICA CN ID . PAPAS IansmWO it awmintx �t Whine. „7"++� ,. •.J... � � rnei p)IgllP era►AD YtWOr:Arc wWetO i ifa r kou .44.1_4.,. -, ...e...............,....,....,.......•'^`"' ''�."'..' Y moor was We e9AZ.Z4e4, . ►Rater AapAaW �' 80TH SET NBCoff$AM Al@A1E NCRM ORry Cw41.0 DU ° Z° 40 L�S-CAPE PLAN - f�Ia aMMW Ip nee SCALE W FEET o�1141f Moab ---- r rlAAC11m Cal -rat ■ r . . • • • 1LTM MIA CLa ra rrI,' I I I III { NTfe I, II { t��il_11�II=,._.._•,,,,,,,,,,,,, WO ALTpWATRraTap T AT 111111 '1111 :IHIiI :II. Tae MHO AC WOTeA7fO —71--,,,,f,--„,kiti,,r- ,r, , itaoail ae a ma.,w rR r : µ . Il Iai Iliii111111.N ...<IWIIAM M r ACTa t WL NA A r /SIrN CIRAONn*r0{rNAL aw r.WA}IaN aNRNn'Y/IR1L0 &N,C N-YAW NO N NTONI Aa AaA. Nou Pam To amine b of t O TYPICAL EDGE DETAIL /�� cao Noses N a we-r{ •°O°mss"n+rvK+71- AT SODDED EDGE 419 roLx�reritornra m STRAP TIN t TR.{-crr Tor / a n Imo TO rear mono, _, &CCY-a&rr vn rout GA M a''a rwlm V3' ' CONCaere FAT* r-V 3TI I STOPk M Tor Q Val UMW ys(TN Teas, P macaw+wGV000 wan MOH Tor a*NI Mow Mt A m soonNi TO Oft al halm aLavur (Aap ay ' NAtmroaa wan ILLM Q1 M.trala Lan Nlfblrtni b' rSac r•.:1.. 441 1 r.•4.C ICY, �`nL1'TR Tn Ail Snow a,SORT LT., �i. Ar T r•vow mos so , vfr/,�KC -' 1 1)I 1111111•• t.,LL„OS0 oua = ��'/tI!,r CIA WC&CO arc MN....>a a fisrE'f�y' 1111= �.. p. _ ul t II --1111!1; 111!1 ==+u, � '��:4• •-'`','_ •,.1. =1r 111E, .Vrr0►�.:1;07 17 11111 °11111=Olt,,, ma lvir�.ac;�ll=:1111119111 TYPICAL EDGE DETAIL „ „ AT PLANT MG BED O TYPICAL DECIDUOUS Lomw scan or ONTANINNO inn 3 (a TREE PLANTING v *MOM•MRwooa Rue rasp, 110711. a• Y ��i�� M Tenses LW w CoNrr To MVO*MOM L .�,7 •.•III III I "mou"a°PD wOiaa`coil LOWS lllfll 1fHIIII ur �u u n i':'°- rw RNnNr mu No aAawL ewnACT nue III r illf as ny 11111 ziuu a'1-_ vrnr la. OCAR►r BOTTOM MO MCI OP 111111 111111 -�' "'''''^�^"��.,III Illll _III "°"P°°"TO"A"""' P1111 IIIII__-111111 III i-Ii111==111ilI=llilil_W 1- -: nu,. areAw N...1.1:,;" J. L� •sa NfeIIY t ". rClrOrNtLb(40 IL at Fy7 vpr (' STROP TIN �i'�> 0.-0,mu a311M1 ro © TYPICAL PERENNIAL PLANTING Qvl ",4'''' .,�. waruLL M ar 11RNNO auaAN IN"- ■ r,4,\i ,∎ °'rr Ma awr Vs VW rear yr a .�:��=:�� ` rw ar aAU. wuT Va(ti)rwr wns cf I .t;Vii, } � �.';' r*WOW w,w000 eARC ru.p, d'rNS• /M' Dr W.cm h Off 1��r X701 warxiaorm m NO acFS a r s r s r•vow sroU sal Ai MU/ SNtl TO Sr M num asaAOe :�'� :► ��� - 1(,i "°°°'°,<`mr000.uc rrLCN iL III. ���� !j_I'III T"r°a Nrao„Lrc MOM'S OP t`'/: 'u" "" mf,:•• = T ae srozw Aa L++bTRATro I �•• h 11111°m rp nc cpn.AC acs secave _ „,,,t ,�Af'1111=1 J srArR a ro ' WIN ro PUN Mt OWN covao- - ill-�_ .,_tt oars Nrnrae,ne , CANIMIU MOM 1_111111=,;..:. s d!11=111111- 111111=111111=1„.-:' ,,;,__!,,,, � n 1-I!Il l°lll a r"`°geal- ;Ur' ir, O1=111111=111111=111111=111111=11!111=1111'1.=1iiIH_Ill 7 'a`' a TYPICAL CONIFEROUS TREE PLANTING • TYPICAL SHRUB PLANTING - 12/14/2004 09:40 GME CONSULTANTS INC 4 16512238197 NO.450 P002 G CONSULTING ENGINEERS E 14000 21st Ave. No. / Minneapolis, MN 55447 �+ Phone (763) 559-1559 / Fax (763) 559-0720 December 14, 2004 Mr. Eric A. Johnson City Administrator City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, Minnesota ME CONSULTANTS, INC. 55082-2007 GME Project No- 7735-E RE: Vacant Lot in the southwest quadrant of Oakgreen Avenue and 58th Avenue North, Oak Park Heights, Minnesota (Parcel ID # 050292014002) Dear Mr. Johnson: The purpose of this letter is to provide information about the ed proposed roJ P excavation project for which a grading permit is bein g p Y Bolander & Sons Company (Bolander) . Senior Housing Partners (SHP) owns the Property at the above referenced location. We were hired by SHP to provide environmental consulting services at the Property. We have previously conducted Phase I and II Environmental Site Assessments (ESAs) on the Property. Our assessments revealed low level petroleum contamination in the soil and buried debris in three locations on the Property. The three locations where the excavations are planned are shown on the attached diagram. SHP has contracted with Bolander and proposes to excavate and dispose of this material at the SKB landfill in Rosemont, Minnesota. Our Environmental Scientist will be present on the Property during the removal process to conduct field testing and make observations of the excavated materials. SHP has enrolled in the Minnesota Pollution Control Agency (MPCA) Voluntary Investigation and Cleanup (VIC) and the Voluntary Petroleum Investigation and Cleanup (VPIC) programs and will be seeking closure letters from them. If you have questions regarding this project, please contact me. sincerely, GME CONSUL INC. i ri P. ommes Senior Environmental Scientist Project Manager cc: Mr. Mike Price - Senior Housing Partners Mr. Dick Travis - Carl Bolander & Sons Company WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA, RE. GREGORY R. REUTER, PE., P.G. RYAN F. SCHMIDT, P.E. WILLIAM E. BLOEMENDAL, P.E. RICHARD W. PENNINGS, RE. An Equal Opportunity Employer 12/14/2004 09:40 GME CONSULTANTS INC 4 1651223819? NO.450 p003 AI • OAKGREEN AVENUE N. HOUSE 1 ! 1 E I � 1 FORMER OFFICE/COAL 1 F t STORAGE BASEMENT I z f I GARAGE t 1 t 1 1 1 1 Z 1 J TP-5 TP-7 T r• - TP-15 TP4 --4 6aTP-6 TP-3 TP-4 t TP-1• ® ® TP 1 0TP-10 f TTI1 T 13 ) ® TP-11 I ! � 0 } J 1 � 1 W TP-12 ® ` z 1 WET LANG r•-• LEGEND ` PILES PROPERTY BOUNDARY (APPROXIMATE) 1I APPROXIMATE WETLAND (APPROXIMATE) SCALE TEST PITS 0. FEET �0. riZA PrelO liCC4tve 77356.GCG a��Q S GME CONSULTANTS. INC_ Z: oQd ��� Gvet�finicd• Materials • Envirom+entd �I.151 ADDITION 14400 21sT Avenue N. r�1 OAK PARK I-IBGHfS. MINNESOTA Minneapolis. M irissota 55447 L�J tt51?J 559-1859 VA. I EPS JULY 99 Gh1E Pro jeer No. 7735-B 12/14/2004 09:40 GME CONSULTANTS INC - 16512238197 6!�' - /�r•1va401'1 NO.450 P001 GME CONSULTANTS, INC. CONSULTING ENGINEERS 14000 21ST Avenue North/Minneapolis, Minnesota 55447 r, Phone (763) 559-1859/FAX(163) 559-0720 `` FAX COVER SHEET DATE: 12- l q.e c.+ TIME: Q.f'D TO: p Mu:S FROM: r! C- Sit stotts3 COMPANY: Bot ctAc 9J COMPANY: GME CONSULTANTS, INC, FAX NO.: (BSI— Z23 $I q 7 Phone No.: (763)559-1859 Phone No.: 695-1 - l ? Location: Minneapolis, MN 55447 WE ARE SUBMITTING 3 PAGES (INCLUDING THIS COVER SHEET) HARD COPY TO BE MAILED i Yes NO P; IO 4 ; Qa k P4 K H-e ,81,M- €xca v I'M() Prod T 5P0 KQ -�a Err a h n seA w( 1-1 C;t5 f $ site. �S N c1 howl grad rns PA(M•) g - I 4. 108201. Pl& tLL tif Sa: hd S S ih" r r f MS h op.lit lly Ffppse -��oto. ah� �`S Q l r �•'8 F Cain add/'Ass b1;5 e t cerI2S_ !fie 4150 'Z- r� "L"e 1144" so it - Bet 4) aStAr"VC-e • ?'h :5 Ge.Ige e ' b ovi Ile pt474. Ce,Id 5o t 4 N"w 114;1° / t.ii 1- ! tii) raolrry row; -f- 4 pp 1';L---f PA � � h� 4294/6 �c C wI c9 .n4 1#C5 /0-/ iyitut 1710nA C._ The information contained in this facsimile message is privileged and confidential information intended for the use of the individual or entity named above. If the reader of this message is not the intended recipient or the employee or agent responsible to deliver it to the recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this fax in error,please immediately notify 'us by telephone,and return the original message to us at the above address via the U.S. Postal Service. William C.Kwasny,P.1= Thomas Paul Venema,P.E. William E.alocmendat,P.E Gregory R.Reuter,P.E.,P.G. Ryan F.Schmidt,P.E. Richard W.Pertnings,P.E. M aqua!Opportunity Employer ACORD ISSUE DATE �, CERTIFICATE OF INSURANCE 10/27/2004 PRODUCER This certificate is issued as a matter of information only and confers no rights MCGRIFF,SEIBELS&WILLIAMS, INC. upon the Certificate Holder. This Certificate does not amend,extend or alter the coverage afforded by the policies below. P.O. Box 10265 Birmingham,AL 35202 COMPANIES AFFORDING COVERAGE 205-252-9871 Company Liberty Surplus Insurance Company A INSURED Company U.S.Fire Insurance Company Carl Bolander&Sons Co. 251 Starkey Street Company St.Paul Surplus St.Paul,MN 55107 C Company Lloyds of London&Certain Other Co.s D Company E This is to certify that the policies of insurance described herein have been issued to the Insured named herein for the policy period indicated. Notwithstanding any requirement,term or condition of contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,conditions and exclusions of such policies. Limits shown may have been reduced by paid claims. CO TYPE OF INSURANCE POLICY NUMBER EFFECTIVE LIMITS OF LIABILITY LT EXPIRATION $ 1,000,000 A GENERAL LIABILITY EGLBO200140023 09/30/2004 EACH OCCURRENCE $ 50,000 ❑Commercial General Liability 09/30/2005 FIRE DAMAGE ❑Claims Made l Occurrence MEDICAL EXPENSE ❑Owners'and Contractors'Protection PERS.AND ADVERTISING INJURY $ 1,000,000 ❑Policy Cap$8,000,000 GENERAL AGGREGATE $ 2,000,000 ID General Aggregate Limit applies per: PRODUCTS AND COMP.OPER.AGG. $ 2,000,000 ❑Policy 0 Project 0 Location 1,000,000 B AUTOMOBILE LIABILITY 133670083-05 09/30/2004 COMBINED SINGLE LIMIT $ ❑x Any Automobile Veh.Value Comp/Coll ded 09/30/2005 BODILY INJURY(Per person) ❑All Owned Automobiles Less than$30,000$1,000 BODILY INJURY(Per accident) ❑Scheduled Automobiles $30,000-$50,000$2,000 PROPERTY DAMAGE(Per accident) ❑X Hired Non-owned Automobiles $50,000-$90,000$3,000 COMPREHENSIVE ❑x Non-owned Automobiles 117 Over$90,000$5,000 COLLISION C WORKERS'COMPENSATION EMPLOYERS LIABILITY 10/01/2005 EL SttCHtory ACCIDENT I I Other I x I $ 1,000,000 AND EMPLOYERS'LIABILITY ONLY 1,000,000 SW05515388 EL DISEASE(Each employee) $ EL DISEASE(Policy Limit) $ 1,000,000 Subject to$25,000 Ded 09/30/2004 EACH OCCURRENCE $ 10,000,000 OZ06812086 C EXCESS LIABILITY ❑Occurrence 0 Claims Made 09/30/2005 AGGREGATE $ 10,000,000 Retention/deductible$10000 D COMBINED INLAND MARINE SRSIMMN04-086 09/30/2004 Real&Personal Property $ 5,440,000 10,000,000 Real&Personal Prop;Contractors Equip; 09/30/2005 Scheduled Equipment $ Cargo;Rigger Liability/Installation Floater Leased/Rented/Borrowed Equip. $ 500,000 5,000 to Min/20,000 Ded except Cranes esValues,500 Cargo/Storage in Transit $ 250,000 on Real Min/20,000 Max on Cranes and$2,500 1,000,000 on Real&Personal Prop Riggers Liab/Installation Floater $ For bidding purposes CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT A FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO LIABILITY O ANY KIND UPON THE ISSUER,COMPANY,TSOAGENTS I OR OR REPRESENTATIVES. Authorized Representative Evidence of Insurance `� `°' ,s, , MN Certificate ID: CPBPVCXQ Page lof5 ADDITIONAL INFORMATION ISSUEDATE 10/27/2004 PRODUCER CERTIFICATE HOLDER MCGRIFF,SEIBELS&WILLIAMS, INC. Evidence of Insurance P.O.Box 10265 Birmingham,AL 35202 , MN 205-252-9871 INSURED Carl Bolander&Sons Co. 251 Starkey Street St.Paul, MN 55107 TEXT Railroad Protective: Named Insured: Burlington Northern and Santa FE Insurance Company: Lexington Insurance Company Policy #2341115 Policy Period: 07/23/03 to 07/23/04 Limits of Liability: $2,000,000 Each Occurrence / $6,000,000 Annual Agg Job: St. Paul Installation of a Box Culvert under a railroad embankment for a biking and pedestrain path Page 2 of 5 10/27/2004 Certificate ID: CPBPVCXQ • ADDITIONAL INFORMATION ISSUE DATE 10/27/2004 PRODUCER CERTIFICATE HOLDER MCGRIFF,SEIBELS&WILLIAMS, INC. Evidence of Insurance P.O. Box 10265 Birmingham,AL 35202 , MN 205-252-9871 INSURED Carl Bolander&Sons Co. 251 Starkey Street St.Paul, MN 55107 TEXT Coverage: Excess Liability Carrrier: Liberty Surplus Insurance Company Policy #: LQ1-B71-198-142-023 Effective: 9/30/2004 Expiration: 9/30/2005 Limit of Liability: $10,000,000 excess of $10,000,000 Page 3 of 5 10/27/2004 Certificate ID: CPBPVCXQ ADDITIONAL INFORMATION ISSUE DATE 10/27/2004 PRODUCER CERTIFICATE HOLDER MCGRIFF, SEIBELS&WILLIAMS, INC. Evidence of Insurance P.O.Box 10265 Birmingham,AL 35202 ,MN 205-252-9871 INSURED Carl Bolander&Sons Co. 251 Starkey Street St.Paul, MN 55107 TEXT Coverage: Workers Compensation Assigned Risk Carrier: Travelers Indemnity Company Policy #: 6KUB9872A5214 IOWA Effective: 04/28/04 Expiration: 04/28/05 EL Each Accident: $1,000,000 EL Disease (Each Employee) : $1,000,000 EL Disease (Policy Limit) : $1,000,000 Page 4 of 5 10/27/2004 Certificate ID: CPBPVCXQ ADDITIONAL INFORMATION ISSUE DATE 10/27/2004 PRODUCER CERTIFICATE HOLDER MCGRIFF, SEIBELS&WILLIAMS, INC. Evidence of Insurance P.O.Box 10265 Birmingham,AL 35202 , MN 205-252-9871 INSURED Carl Bolander&Sons Co. 251 Starkey Street St. Paul, MN 55107 TEXT Coverage: Pollution Liability Carrier: American International Specialty Policy #: CP02674953 Effective: 9/30/2004 Expiration: 9/30/2006 Each Location: $5,000,000 Aggregate: $5,000,000 Deductible: $25,000 Page 5 of 5 10/27/2004 Certificate ID: CPBPVCXQ Page 1 of 1 Dick Travis From: Jean Kukacka Sent: Tuesday, December 14, 2004 3:19 PM To: Dick Travis Subject: RE: Information Attachments: Bidding Purposes.pdf MN ID#8048310 The attached insurance certificate states everything Bolander is covered by-do you want a specific one for the City of Oak Park Heights, or is this sufficient as proof? From: Dick Travis Sent: Tuesday, December 14, 2004 3:16 PM To: Jean Kukacka Subject: Information Jean, Could you give me our State Contractor Lic.#and I need proof if insurance for a permit in Oak Park Heights. Thanks, Dick Travis Sr. Estimator/Project Manager Carl Bolander and Sons, Inc. Direct 651-251-6135 Fax 651-223-8197 Mobile 612-366-5579 12/14/2004 V NTS INC. GM GME CONSULTANTS, CONSULTING ENGINEERS 4.11, 14000 21st Ave. No. / Minneapolis, MN 55447 Phone (763) 559-1859 / Fax (763) 559-0720 January 12, 2005 Mr. Eric A. Johnson City Administrator Community Development Department City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, Minnesota 55082-2007 GME Project No. 7735-E RE: Soil Correction at the vacant lot in the southwest quadrant of Oakgreen Avenue and 58th Street North, in Oak Park Heights, Minnesota (Parcel ID # 0502920140002) Dear Mr. Johnson: In this letter, we provide the information you requested in your December 16, 2004 and January 5, 2005 letters regarding the Conditional Use Permit (CUP) for Senior Housing Partners (SHP) , the Property owner. You highlighted 12 items on the development application checklist which are addressed below. 1) Application form and payment for fees (attached) 2) Proof of ownership or authorization to proceed as applicant (attached) 3) A parcel search, including mailing labels, obtained from Washington County locating all properties within 500 feet of the exterior boundaries of the subject property (attached) 4) Project Narrative SHP hired GME Consultants, Inc. to provide environmental consulting services, including Phase I and II Environmental Site Assessments (ESAs) . We found low level petroleum contamination in the soil and buried debris in three locations on the Property labeled areas 1, 2, 3 on the attached diagram. SHP proposes to excavate and dispose of the impacted material which is estimated to be about 800 cubic yards. These three areas are further described below. > Area 1 - It appears that fill soil with debris had been deposited in this former "low" area in the past. We estimate that this fill soil with debris is about 4 to 5 feet below existing grade at its deepest location, which thins out to its perimeter. WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA, P.E. GREGORY R. REUTER, P.E., P.G. RYAN F. SCHMIDT, P.E. WILLIAM E. BLOEMENDAL, P.E. RICHARD W. PENNINGS, P.E. An Equal Opportunity Employer Mr. Eric A. Johnson 2 January 12, 2005 GME Project No. 7735-E petroleum We previously observed scattered err i 1 to 2 feet of Area 2 - We estimate that the upp staining in this area. soil is impacted Area 3 This area was reportedly the former location of a basement had been on the Property. It appears that fill with that debris the basement deposited in the former basement• floor slab is about 8 feet below g rade. Our Environmental Scientist will be present on the Property during conduct field testing and observe the the removal process, to con excavated materials. Following excavation, we plan to collect confirmation soil samples from the bottom and sidewalls of wile excavations for analytical testing. The confirmation same Following determine whether residual contaminated soil remains. backfill Following removal of the contaminated with' a suitable soil. At this time, excavations to original g sand they propose to backfill the excavations with a the or s d Seth silt, classified as SP or SP-SM according compacted to 95% of th System. This soil will A D the D:1527) . Back5%lling of Classification SY be density maximum modified proctor dry the excavations will occur shortly after excavation. Agency SHP has enrolled this site in the Minnesota Cleanup (VIC)Pollution and CtherVoluntary (MPCA) Voluntary Investigation and C p These programs Petroleum Investigation and Cleanup (VPIC) programs. provide will provide technical assistance and review services ct or may obprotide legal assurances through closure letters upon P completion. 5) Contact information list (attached) 6) Schematic drawing of proposed development (attached) 7) Property Survey/Lot Dimension Plan (attached) 8) Grading and Drainage Plan (attached) 9) Existing Site Conditions Plan (see Property Survey/Lot Dimension Plan) 10) Site Development Plan Tanned at this time. SHP is Development of the Property is not p planning to remove the impacted fill soil andondebris from the Property and return the surface g rade to existing 11) Traffic/Vehicular Management Plan an (Bolander) to excavate SHP contracted Carl Bolander & Sons i to trucks for disposal at the these materials and load it directly Prior to hauling the material, SKB landfill in Rosemount, Minnesota• place landscape fabric overlain Bolander told us that they intend to p by Class 5 gravel over the 58th Street concrete road curb and Mr. Eric A. Johnson 3 January 12, 2005 GME Project No. 7735-E landscaping, to minimize damage from the trucks and heavy machinery. Bolander said they also will place "Truck Hauling" signs on Oakgreen Avenue and 58th Street during transport activities. 12) Copies of Plans (attached) If you have questions regarding this project, please contact us. Sincerely, GME CONSULTANTS, INC. Eric,. S.. mes Senior Environmental Scientist Project Manager AdAl Richard W. Pennings, P.E. Senior Environmental Engineer cc: Mr. Mike Price - Senior Housing Partners Mr. Dick Travis - Carl Bolander & Sons Company •• < bFZ. 6• ill • 101 Wa= to (><I Q -G I[JN0 — 0 - \ Q ��—_SL— 95• w t 4i �7 - - - - �9.59 F./ • • - -3 \ • I + ' r •b _ I I -1 I :11. •• •1 1 ^ O '• 1 •• 11 1 pbill Q1 ,• ` 7 •!' o ' Si I 1 / .... -- ... - - - I _ j 61 i III — 11 1,• 1 ,l �� - ao •o1 � ^'x, ' Q ` cOr E; rn` • Qi . ,` • N I S 1 ■ ■ .49■6 I`- r • ,�` lT •139~`r',c� a ° cQ - _ AI r Wh .N - , r 0 11 1 VI [� ■., p `� I•- ?6 • h11 '' a y' S 6. t ..4r.44 SO0'..Z.1121 W\-1:0271i)-- \ o o \\ \ \IX. cx., 2 ....s, \ `gin h ,,,, . •., ) ss .:tj yip • \ • 1. 2 z O ` � '; '� `�,\ . ', pop, �\ ./...s..... �, . . • �i Q • II• ,ft ` !1 111, . 2 ....-- , 5\ 1 —� \ ■ ■ m I / j 4S / 1 - 1 — — t 14..51.527:2- - 711,' b', ( ' . � i _ _ N�: g. , ti■-o p _ 214_. 1_ _ - 6' • ,_K,'., .• • _ e - s fie_ _e_ _s � • \ a. 1 i 6' 1 c a SUPPORT POST p 4' O.C. HARD SURFACE P!lBUC ROAD FILTER P�yiy:IeR Alfa., Sp. 1ER FABRIC Sw i.•4•!:1 erg Y 44yre e•Aybet • COMPACTED BACKFIU Fe +h~•����r�e 4;r•,ir!� OVER FILTER FABRIC o —mu—FLOW t II lI,` „\,\ 1=11=114,,NtotsL ROCK to z ti IC' j %uA? , k 71#4111=l1 ". Tr7111 SILT FENCE No scALE ROCK CONSTRUCTION ENTRANCE NO SCALE GRADING, EROSION CONTROL, AND TURF ESTABLISHMENT 1. GENERAL A. All grading, erosion control and turf establishment shall be according to the materials, workmanship, and other applicable requirements of the Minnesota Department of Transportation 'Standard Specifications for Construction., latest edition, unless otherwise specified. B' All erosion control measures shown on the plans, including silt fence and hay bales, must be installed prior to commencement of grading operations and maintained until oil areas offered on the site have been restored. C. All areas disturbed by construction shall be restored with seed and disked mulch, sod, wood fiber blanket, or be hard surfaced within two weeks of substantial completion of construction. D. Provide approved borrow soil materials from off—site when sufficient approved soil materials are not available from excavations. Remove all excess and unsatisfactory material from the site. E. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. F. Compaction shall not be less than the following percentages of maximum dry density according to ASTM 0 698: Under structures, building slabs, steps, and pavements, compact the top 12 inches below subgrade and each layer of•'backfil1 or fill material at 100 percent maximum dry density. IL Under walkways, compact the to p 6 inches below subgrade and each layer of backlit! fill material at 100 percent maximum dry iii. Under lawn or unpaved areas, compact the to 6 inches below subgrade and each layer of backfill or fill material at 95 maximum dry density, p y percent G. Grades as shown on the plan are to finished grade. II. PRODUCTS A. Satisfactory soils include ASTI/ D 2487 soil classification groups CWY, 2—Inches in any dimension, debris waste, frozen materials; vegetation and other SW,terious m tterfrse of rock or gravel larger than vegetation B. Unsatisfactory soils include ASTM D 2487 soli class/ft/Alen groups CC, SC, ML, NH, CL„ CH. 04 OH, and PL C. All backfill and lilt materials must be satisfactory soil materials. D. Subbase and base material must be a naturally or artificially s 5 gro mixture of natural or crushed gravel, crushed stone, and E. Turf establishment: seed shall be MHOOT Mixture 5013,f� �sihall be 22-5-10 analysis slow release, and mulch shall be I/NOOT Type i. I1l.EXECUTION A. Fill under buildings shall be compacted to meet Sall Engineers recommendations. B. Place 4—inches of topsoil over oil areas to be re—established with turf. C. 171, fertilize, seed, and mulch to establish a vegetative cover at the following rates: seed at 50 pounds per acre, fertilizer at 300 pounds per acre, and mulch at 2 tons per acre. D. Provide erosion control measures to prevent erosion or displacement of sorts and discharge of soil—bearing water runoff or airborne dust to adjacent properties and walkways. E. Place hay boles around catch basins after they are constructed and maintain until all areas disturbed have been restored. F. 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