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LAND ALT 05.95Receipt # Z U 2 S Fee: $ 137- 0 APPLICANT Address Address --�9 15 Y-,�vev-v`,Uu)-L CITY OF FRIDLEY LAND ALTERATION PERMIT PROPERTY OWNERS LEGAL DESCRIPTION OF PROPERTY 69 Effective 10/7/93 .Tel: # —d o / Tel. # Tel. # '65� 144 Lot 1 Z «aa 13 Block i Addition d�� ✓c r ✓�` w Q ���i ®.- �_ DESCRIPTION OF LAND ALTERATION o (� Value of Work: $ G *0 Starting Date: Completion Date: Source and Composition of Fill: PURPOSE OF LAND ALTERATION ATTACHMENTS TO APPLICATION The following plans, drawings, calculations, bonds and/or statements may be required by the Public Works Department: [ ] Half -section map or sketch of property showing all adjacent property indicating the existing buildings and/or structures. [ 1 Grading plan showing existing and proposed finished contours.and evaluations. [ ] Drainage plan showing existing and proposed drainage structures, stabilization walls, retaining walls, cribbing, dams, or other protective items. [ ] Calculations for and approximate quantities of excavation and/or fill required. [ ] Signed statement from the property owner accepting responsibility for the operation and granting permission for land alteration/mining operation. [ ] Statement to be attached to deed advising of potential need for soil tests prior to any construction on lots where additional fill material has been placed. [ ] Rice Creek Watershed District Approval. [ ] Soil Borings [ ] Other STIPULATIONS READ BEFORE SIGNING APPLICATION 132 1. A surety bond or certified check in the amount of $ (5% of value of work to be completed) must be submitted after approval of application and prior to any work commencing. This bond or check is to ensure satisfactory performance and compliance with the below stated stipulations. The surety bond or check shall be kept active until the completion of work and/or expiration of permit and can only be released by written notification of the City after a satisfactory final inspection has been performed by the City. 2. All access and street frontage of the land alteration site must be controlled by a fence, a minimum of four (4) feet in height. All entrances must have gates that are capable of being locked. 3. Only rock, sand, gravel, dirt, or similar natural earth fill is permitted. No concrete, asphalt, or demolition wastes will be permitted as fill unless a demolition landfill permit is first obtained from Anoka County. 4. Operations shall be limited to daylight hours and shall not interfere with the health and safety of surrounding residents and the premises shall be maintained at all times so as not to create a nuisance. Stipulations Continued 5. Any explosives used must be done so in accordance with Chapter 212, subsections 212.07.5A, .513, .5C, .513, and .517. of the Fridley City Code and any other applicable standards, e.g. Federal, State, Industrial, etc. 6. At the end of each season's operations and no later than the last day of December each year, the site is to be left in a neat and orderly condition, with maximum slopes of 2:1 with no overhang or vertical banks and with a level bottom. 7. On the Friday of each work week, or when required by the City, material from this operation that is found to exist on City streets shall be cleaned to the City's satisfaction by the applicant. 8. Upon completion of land alteration operations, the land must be left according to the plans and contours submitted with this application and planted with suitable vegetation to prevent erosion. 9. Upon completion of land alteration operations or expiration of this permit, an inspection will be made by the City of the premises and adjoining streets. Any damage found to have been caused by these operations will be corrected by the applicant upon notification by the City. Applicant's Signature Property Owner's Si Property Owner's Signature FOR CITY USE ONLY Recommended for Approval By: Approved By: PERMIT EXPIRATION DATE: S�, X96 �� Date: Date: Date: Date: Date:zZ (0,/—, S LAND ALTERATION PLAN -CHECKING FEES 50 Cubic Yards or Less ........................................... No Fee 51 to 100 Cubic Yards ............................................ $ 15.00 101 to 1,000 Cubic Yards .......................................... $ 22.50 1,001 to 10,000 Cubic Yards ........................................ $ 30.00 10,001 to 100,000 Cubic Yards ....................................... $ 30.00 for the first 10,000 cubic yards plus $15.00 for each, additional 10,000 Cubic Yards or fraction thereof. 100,001 to 200,000 Cubic Yards ...................................... $165.00 for the first 100,000 cubic yards plus $9.00 for each additional 10,000 cubic yards or fraction thereof. 200,001 Cubic Yards or More ....................................... $255.00 for the first 200,000 cubic yards plus $4.50 for each additional 10,000 cubic yards or fraction thereof. LAND ALTERATION GRADING PERMIT FEES 50 Cubic Yards or Less ............................................ $ 40.00 51 to 100 Cubic Yards ............................................. $ 47.50 101 to 1,000 Cubic Yards ........................................... $ 47.50 for the first 100 cubic yards plus $10.50 for each additional 100 cubic yards or fraction thereof. 1,001 to 10,000 Cubic Yards ........................................ $167.00 for the first 1,000 cubic yards plus $9.00 for each additional 1,000 cubic yards or fraction thereof. 10,001 to 100,000 Cubic Yards ....................................... $273.00 for the first 10,000 cubic yards plus $40.50 for each additional 10,000 Cubic Yards or fraction thereof. 100,001 Cubic Yards or more ........................................ $662.50 for the first 100,000 cubic yards plus $22.50 for each additional 10,000 cubic yards or fraction thereof. SP #94-03 Gordon Hedlund 2 to ^ 3 �.. 'G3A ' s N T EA4i6 +R'•''� 8 � � 3f ¢ 3 � c• N� ti u 'IV 9 a 'O 3 0 Y 4 4 ZOO Z2 �J IIJ• 91 S� . a 20 r +FM32 Asilo 21 TaA 13 9 2.29 LOCATION MAP SP X694-03 Gordon H edlund CITY OF THOMPSON` R/VERV/EW ��'• cam, HvGHFS o J.2z 172 ; 'r ` IRONTON REST 128 : .': Ci UI s Rs i p o I11 2 I• Q S PR I h , I BPR OOK , I B A F GLENCO PAR 6 ; f �+ +} + 71` ELY CIR. ELY ST v 70 e4L W ' t" 7 +%%% LIBERTY ST. Z } \ dice \\ X ��, LONGF LLOW 16 • •, . . . • is \ ... T WAY oleo RIVER - W T: •r, o� s . •1�� % • • • • • • • s*."i i DISTRICT LEGEND 1 R-1 ONE FAMILY DWO'S ElM-1LIGHT INDUSTRIAL ❑ \\•\\ \� , R-2 TWO FAMILY DWG'S , ❑ M-2 HEAVY INDUSTRIAL 11® N R GEN. MULTIPLE 'DWG'S ❑ PUD PLANNED UNIT DEV. IW `\� C ,•`�R-/ MOBILE NOME PARK ❑ S-1 HYDE PARK NEIGHBORHOOD E3 •'\� i.', yY P PUBLIC FACILITIES ❑ 5-2 REDEVELOPMENT DISTRICT 0 4Y ` C-1LOCAL BUSINESS lr�1 0-1 CREEK A RIVER PRESERVATION T C-2 GENERAL BUSINESS ED 0-2 CRITICAL AREA 01 C-2 GENERAL SHOPPING C-RI GENERAL OFFICE ❑ VACATED STREETS • ® ZONING MAP YT ME OR UNDER MYDIRECT "PERVIS AND TMATI"A DULY --- COLUM131A HEIGHTS MINNESOTA 5542! RE TEREO � V V THE LAWS OF TME STATIC OF MINNESOTA. ' 612-766-976R �O clot. , i// n DATE SCALE fri NNESOTA REGISTRATION NO. -Lo? --70 m 0- IRON MONUMENT e C��= ►�cas�Q�ro a1s-rgr�«f I&UFF-ALO 5ET ti s ; may n �r \ `` b ' zti' Z. 1 n; \ 1 [reE u wig w : O: 4 �' • ,�4,- 31Z. N T 301 s r t�cTAh�tlNc�, w4\LL.- Todsg�) �,,;, 7901 RIVERVIEW TERRACE - b14 T , M 04r v � J i .I Tl tJ Li SP #94- 't -v It" Gordon n . r 3C I 3 Olund tr Engineering` Sewer water Parks, - Streets maintenancc MEMORANDUM TO: Barbara Dacy, Community Development Director PW94-122 FROM: Scott Erickson, Asst Public Works Directort DATE: April 15, 1994 SUBJECT: Preliminary Drainage and Grading Review of Lots Located at 7915 Riverview Terrace, 665 Dover Street, and 600 Cheryl Street The following comments are based on the grading details and elevations provided by the property owner and a site visit made on Monday, April 11, 1994. 7915 Riverview Terrace 1. A structural engineer will need to design and approve the proposed retaining wall. 2. Provide a minimum 5 -ft -wide drainage swale along the south and east property lines. Specific elevations and percent grades shall be shown for the drainage swales. Install rip -rap at downstream end of swale. 3. An erosion control plan shall be submitted and approved prior to building permit approval. 4. A 10 ft easement for street, utility, and drainage purposes will be required along Riverview Terrace. 665 Dover Street 1. A well defined drainage swale will be required along the back and side lot lines. It will be necessary to show elevations and percent grades for the proposed swales. The lot will need to be graded such that it accepts the drainage from the property to the north. 2. An erosion control plan shall be submitted and approved prior to the issuance of a building permit. IF 12.87 fim April 15, 1994 Page 2 600 Cheryl Street 1. Provide a minimum 5 -ft wide drainage swale along the south and west property lines. Elevations and percent grades will need to be shown for the drainage swales. 2. It will be necessary to ensure the drainage from the property to the east is adequately addressed. Elevations will need to be shown along with the necessary grading issues addressed. 3. An erosion control plan shall be submitted and approved prior to the issuance of a building permit. SE:cz 12.88 Engineering Sewer water Perks Streets Maintenance MEMORANDUM TO: Barbara Dacy, Community Development Director PW94-122 FROM: Scott Erickson, Asst Public Works Director4� DATE: April 15, 1994 SUBJECT: Preliminary Drainage and Grading Review of Lots Located at 7915 Riverview Terrace, 665 Dover Street, and 600 Cheryl Street The following comments are based on the grading details and elevations provided by the property owner and a site visit made on Monday, April 11, 1994. 7915 Riverview Terrace 1. A structural engineer will need to design and approve the proposed retaining wall. 2. Provide a minimum 5 -ft -wide drainage swale along the south and east property lines. Specific elevations and percent grades shall be shown for the drainage swales. Install rip -rap at downstream end of swale. 3. An erosion control plan shall be submitted and approved prior to building permit approval. 4. A 10 ft easement for street, utility, and drainage purposes will be required along Riverview Terrace. 665 Dover Street 1. A well defined drainage swale will be required along the back and side lot lines. It will be necessary to show elevations and percent grades for the proposed swales. The lot will need to be graded such that it accepts the drainage from the property to the north. 2. An erosion control plan shall be submitted and approved prior to the issuance of a building permit. FROLY April 15, 1994 Page 2 600 Cheryl Street 1. Provide a minimum 5 -ft wide drainage swale along the south and west property lines. Elevations and. percent grades will need to be shown for the drainage swales. 2. It will be necessary to ensure the drainage from the property to the east is adequately addressed. Elevations will need to be shown along with the necessary grading issues addressed. 3. 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