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SP90-01 � r 6 �Q { �F1EA 71 s£,�' Aft Olt Mollva 5 ¢ r � c r a1... 1, _ ■ ? j i +t'f ,. a '?a' 10 WU 14 83 LIS r a t ` �� N IVOR v .. AW, a ad 'Po4 Y38UV 4 LJ 'ivvwy JOA 4s4ry� 'ye� }^ WOM �� .r� ��'T�6�•''YfV9W11111,51 _u pw � t � IT Nfo AJJ 4� f 5 ; r A41#� ` w MURPHY SUITE 304 4800 W.77TH STREET OIL USA, INC. MINNEAPOLIS,MINNESOTA 58435 PROPERTY DESCRIPTION Lot Ten (10) , Revised Auditor's Subdivision No. 23". And That part of lot Thirty-three (33). "Revised Auditor's Subdivision No. 23", Anoka County, Minnesota, described as follows to wit: Commencing at the Northeast corner of said Lot thirty-three (33) , thence West along the North line of said Lot thirty-three (33) , One hundered twenty-five an&forty-three hundreths (125.43) feet more or less to the East line of the East River Road, as the same is now laid out and constructed, thence Southeasterly along the Northeasterly line of said East River Road fifty-five (55) feet, thence Northeasterly a distance of one hundred fourteen and four tenths (114.4) feet more or less to a point on the east line of said Lot thirty-three (33) said point being distant South twenty- two and one tenth (22.1 ) feet from the Northeast corner thereof, thence Northwesterly along the Northeasterly line of said Lot thirty-three (33) twenty-two one tenth (22.1 ) feet to the point of beginning together with that portion of the Northeasterly one-half (J) of the East River Road included within the extension of the Northerly and Southerly lines of this description, according to the duly recorded plat thereof on file and of record in the office of the Register of Deeds in and for Anoka County, Minnesota. Subject to public streets and highways and to easements, covenants and restrictions of record, if any. AND Lot 33, Revised Auditor's Subdivision No. 23, Anoka County, Minnesota, except that part described as follows: Commencing at the Northeast corner of said Lot 33; thence West along the North line of said Lot 33, 125.43 feet, more or less, to the East line of the East River Road, as the same is now laid out and constructed; thence Southeasterly along the Northeasterly line of said East River Road 55 feet; thence North- easterly a distance of 114.4 feet, more or less, to a point on the East line of said Lot 33, said point being distant South 22.1 feet from the Northeast corner thereof; thence Northwesterly along the Northeasterly line of said Lot 33, 22.1 feet to the point of beginning together with that portion of the Northeasterly one-half of the East River Road in- cluded within the extension of the Northerly and Southerly lines of this description, according to the recorded plat thereof and situate in Anoka County, Minnesota. AND Subject to An easement for Road purposes as described in Doc. No. 332565. spun MURPHY OIL USA, INC. INTER-OFFICE CORRESPONDENCE FROM: LOC.: DATE: February 1 , 1990 TO: LOC.: CARBONS TO: SUBJECT: 6485 East River Road Fridley, Mn APPEALS COMMISSION SPECIAL USE PERMIT Company policy is to do product audits each month on existing tanks. To date no product lost has occured. Gary Andelin Construction Supervisor City of fd&Y PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice Is hereby given that there will be a� Public hearing of the Fridley Planning Commission at the Fridley Municipal Center, 6431 Uni- versity Avenue N.E. on Wednesday, March 14, 1990 at 7:30 p.m. for the purposeof: - Consideration of a Special Use Permit, SP #90.01, by Murphy Oil Co.,per Section 20S.13.0l.C.7 of the Fridley City Code,to allow a motor v9hicle fuel and oil dispensing ser- vice as an accessory Use to a con- venience Store on Lot 10, Revised Auditor's Subdivision No. 23,`and that part of Lot 33, Revised Aud'itor's Subdivision No.21.Anoka County, Minnesota, described as follows to wit: Commencing at the Northeast corner of said Lot 33, thence West along the North line of said Lot 33,12S.43 feet more orless to the East line of the East River Road, as the same is now laid out and constructed, thence Southeast- erly along the Northeasterly line of said East River Road 55 feet, thence Northeasterly a distance of 114.4 feet more orless to.a point on the east lure of said Lot 33 said point being distant South 22.1 feet from the Northeastcorner thereof, thence Northwesterly -along the Northeasterly line of said Lot 33, 22.1 feet to,the point of beginning together with that portion of the Northeasterly 1/2 of the East River Road incWried within the extension of the Northerly and Southerly lines of this description,according to the duly recorded plat thereof on'file _ and of record in the office of the Registrar of Deeds in and for Anoka County, !Minnesota. Subject to Public streets:and highways and to easements, covenants and restric- tions of record,if any.AND,Lot 33, Revised Auditors Subdivision No. 23, Anoka County, Minnesota, ex- cept that part described as follows: Commencing at the Northeast cor- ner of said Lot 33; thence West along the North line of said.Lot 33, 125.43 feet,more or less,to the East line of the East River Road,as the same is'now laid out andcon- structed; -ThenceV6—sterlv along the Northeasterly fine of NMI — East River Road 5S.feet; thence Northeasterly a distance of 114.4 feet,more or less,to a point on the East line of said Lot 33,said point being..distant South 22.1 feet from the Northeast corner thereof; thence .Northwesterly along the Northeasterly line of said Lot. 33, 22.1 feet to the point of beginning together with that portion of the Northeasterly one-half of the East Ryer Road included within the ex- tension of the Northerly and South- erly lines of this description, ac- cording to the recorded plat thereof and situate in Anoka county,Min- nesota,and subject to an easement for road:purposes as described in Document Number 332565,generat- lylocated at. 6485 and 6443:.East River Road N.E., respectively (Spur Station). Any.and all,persons,desiring to be heard shall be given an opportunity at the above stated time and place. DONALD BETZOLD CHAIRMAN PLANNING COMMISSION Any questions related to this item may be referred to the Fridley Com- munity, Development Department, 571.3450. (Published Fridley Focus February 28 and March 7,19901 PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice is hereby given that there will be a Public Hearing of the Fridley Planning Commission at the Fridley Municipal Center, 6431 University Avenue N.E. on Wednesday, March 14, 1990 at 7: 30 p.m. for the purpose of: Consideration of a Special Use Permit, SP #90-01, by Murphy Oil Co. , per Section 205. 13 .01.C.7 of the Fridley City Code, to allow a motor vehicle fuel and oil dispensing service as an accessory use to a convenience store on Lot 10, Revised Auditor's Subdivision No. 23, and that part of Lot 33, Revised Auditor's Subdivision No. 23, Anoka County, Minnesota, described as follows to wit: Commencing at the Northeast corner of said Lot 33, thence West along the North line of said Lot 33 , 125.43 feet more or less to the East line of the East River Road, as the same is now laid out and constructed, thence Southeasterly along the Northeasterly line of said East River Road 55 feet, thence Northeasterly a distance of 114.4 feet more or less to a point on the east line of said Lot 33 said point being distant South 22. 1 feet from the Northeast corner thereof, thence Northwesterly along the Northeasterly line of said Lot 33, 22 . 1 feet to the point of beginning together with that portion of the Northeasterly 1/2 of the East River Road included within the extension of the Northerly and Southerly lines of this description, according to the duly recorded plat thereof on file and of record in the office of the Registrar of Deeds in and for Anoka County, Minnesota. Subject to public streets and highways and to easements, covenants and restrictions of record, if any. AND, Lot 33, Revised Auditor's Subdivision No. 23, Anoka County, Minnesota, except that part described as follows: Commencing at the Northeast corner of said Lot 33; thence West along the North line of said Lot 33 , 125.43 feet, more or less, to the East line of the East River Road, as the same is now laid out and constructed; thence Southeasterly along the Northeasterly line of said East River Road 55 feet; thence Northeasterly a distance of 114.4 feet, more or less, to a point on the East line of said Lot 33, said point being distant South 22 . 1 feet from the Northeast corner thereof; thence Northwesterly along the Northeasterly line of said Lot 33, 22 . 1 feet to the point of beginning together with that portion of the Northeasterly one-half of the East River Road included within the extension of the Northerly and Southerly lines of this description, according to the recorded plat thereof and situate in Anoka County, Minnesota, and subject to an easement for road purposes as described in Document Number 332565, generally located at 6485 and 6443 East River Road N.E. , respectively (Spur Station) . Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place. DONALD BETZOLD CHAIRMAN PLANNING COMMISSION Publish: February 28, 1990 March 7, 1990 Any questions related to this item may be referred to the Fridley Community Development Department, 571-3450. f t PAGE 1 OF 2 Spur Convenience Store MAILING LIST Planning 2/8/90 Rezoning Special Use Permit Council Variance CITY COUNCIL MEMBERS Murphy Oil Co. Ronald LaFond and Lewascko Gary Andelin 459 - 96th Avenue Mayor William J. Nee 4600 West 77th Street Blaine, MN 55432 219 Logan Parkway N.E. Suite 304 Fridley, MN 55432 Minneapolis, MN 55435 Ronald LaFond and Lewascko 140 Mississippi Place N.E. Nancy J. Jorgenson Murphy Oil Co. Fridley, MN 55432 5730 Polk Street N.E. 200 Peach Street Fridley, MN 55432 E1 Dorado, AR 71730 Robert Andres 3368 - 8th Avenue North Steven Billings Murphy Oil Co. Anoka, MN 55303 5215 Lincoln Street N.E. 6485 East River Road N.E. Fridley, MN 55421 Fridley, MN 55432 Robert Andres 117 Mississippi Place N.E. Dennis L. Schneider Donna Miller Fridley, MN 55432 6190 Stinson Boulevard N.E. 140 - 64 1/2 Way N.E. Fridley, MN 55432 Fridley, MN 55432 Ch-Ox Properties Inc. 137 Mississippi Place N.E. Edward J. Fitzpatrick Kenneth Raymond Fridley, MN 55432 5273 Horizon Drive N.E. 6420 East River Road N.E. Fridley, MN 55421 Fridley, MN 55432 Ch-Ox Properties Inc. 13562 Highway 65 PLANNING COMMISSION Steven Smuder Anoka, MN 55303 MEMBERS 6414 East River Road N.E. Fridley, MN 55432 William Corcoran Donald Betzold 111 - 64 1/2 Way N.E. 1601 N. Innsbruck Drive N.E. Colin Poynter Fridley, MN 55432 Apt. 201 6408 East River Road N.E. Fridley, MN 55432 Fridley, MN 55432 Randall Olchefske 166 Talmadge Way N.E. David Kondrick June Sakry Fridley, MN 55432 280 Stonybrook Way N.E. 121 - 64 1/2 Way N.E. Fridley, MN 55432 Fridley, MN 55432 Randall Olchefske 6520 East River Road N.E. Susan Sherek Walter Luckow Fridley, MN 55432 1530 - 73 1/2 Way N.E. 161 - 64 1/2 Way N.E. Fridley, MN 55432 Fridley, MN 55432 Dallas Hansen 6502 Hickory Drive N.E. Dean Saba Bernadine Matushak Fridley, MN 55432 6325 Van Buren Street N.E. 141 - 64 1/2 Way N.E. Fridley, MN 55432 Fridley, MN 55432 Arlene Fernandes 95 Mississippi Way N.E. Paul Dahlberg Eugene Henriksen Fridley, MN 55432 6664 East River Road N.E. 120 Mississippi Street N.E. Fridley, MN 55432 Fridley, MN 55432 Carl Christensen 6501 East River Road N.E. Alex Barna Eugene Henriksen Fridley, MN 55432 560 Hugo Street N.E. 2944 - 37th Avenue South Fridley, MN 55432 Minneapolis, MN 55406 PAGE 2 OF 2 Spur Convenience Store Rezoning Special Use Permit Variance Murphy Oil Co. 6443 East River Road N.E. Fridley, MN 55432 Warren Palm 6421 East River Road N.E. Fridley, MN 55432 Stuart Anderson 6409 East River Road N.E. Fridley, MN 55432 Stuart Anderson 1322 - 42 1/2 Avenue N.E. Columbia Heights, MN 55421 Gregory Maness 6437 East River Road N.E. Fridley, MN 55432 Peter Bernal 6431 East River Road N.E. Fridley, MN 55432 John Kimbler 80 Mississippi Way N.E. Fridley, MN 55432 Lf)- v4l�a Lk ^✓y!.[[� (,r�•� ti,��,{.._ .�? 'Jam' ,,�,�L:�l,c(!``,f"!�t_ ., J - � r P d �1�'r'l V l:,ti..�f_-%�l•. .`c� ,.i.✓�'�G2�'r.C�.--' L�"c'1�� Zi'C..-�'{��`�—""r y i 1.2__,1...1 Vii',_ • :;G L��'1�-'' �� ,...r,�r � �y�C t..;' ,:�_.. COMMISSION APPLICATION REVIEW FIX KAMM FlLE OATS uuTm DATE FILE DESCRIPTION sp #90-01 CIN� 4 11/31/90 3/ 14/90 Allow motor vehicle fuel and oil FRIDLLY dis ensin service-6443 and 6485 E.R.R. Spur Station LAPLETE REVIEW CHECKLIST AND RETURN TO PLANNING DEPT. B D. COMMENTS HELE M. JM WA,✓ ARK . � � w , em ��y by ss acmA .pC3 ,��.s f'o�t 1 y i� OHN F. ,�� 62 DARREL C. ❑ CLYDE M. IFEFLEON M. :7,M OrJIM 17, 0 BOB A. ,;�-/� BRAUN" ENVIRONMENTAL LABORATORIES Quality Services Since 1357 hrcorpmWd MINNESOTA ENVIRONMENTAL TESTING Minneapolis AND CONSULTING SERVICES Hibbing St.Cloud Reply to address/phone#: Rochester St.Paul AFFILIATED OFFICES NORTH DAKOTA Bismarck Williston Minot 6800 South TH-169 MONTANA Billings P.O. Box 35108 Bozeman Mp1s., MN 55435 ILLINOIS (612) 941-5600 Chicago WISCONSIN FAX #942-4844 Milwaukee Somerset Roger V.Blomquist,Ph.D. Paul R.Book,CPG J.S.Braun,P.E. C.G.Kruse,P.E. Anne L.Ochs February 15, 1990 Gregory G.Olson AFFILIATED COMPANIES Murphy Oil USA, Inc. Braun Engineering Testing ATTN: Gary Andelin Braun Pavement 4600 West 77th Street, Suite 304 Technologies,Inc. Minneapolis, MN 55435 RE: EG-608 SUBSURFACE INVESTIGATION SPUR STATION #2446 6485 East River Road Fridley, MN 55432 Dear Mr. Andelin: Pursuant to your verbal authorization on January 31, 1990, Braun Environmental Labs Inc., (BRAUN) has completed a subsurface investigation at the above referenced site. The investigation, consisting of the installation and sampling of five standard penetration tests borings, was completed as part of a rezoning application. The remainder of this letter describes the methodology utilized and the data gathered in completion of this investigation. Five soil borings were completed on-site at locations selected by you (Figure 1). All five borings were advanced to a termination depth of 201/2-feet below grade. Penetration tests borings were performed with a truck mounted core and auger drill. Sampling for the borings was conducted in accordance with the ASTM D1586 "Penetration Tests and Split Barrel Sampling of Soils". Using this method, the borehole was advanced with a hollow-stem auger to the desired test depth. Then, a 140 pound hammer falling 30-inches drove a standard, 2-inch OD, split barrel sampler a total penetration of 11/2-feet below the tip of the lead Hite of the hollow- stem auger. The blows for the last foot of penetration were reported and are used an index of soil strength characteristics and for stratigraphic correlation. Samples EG-608 Murphy Oil USA, Inc. -2- February 15, 1990 were taken at 21/2-foot intervals to the termination depth of each boring (see attached boring logs). Soils encountered in the borings were visually and manually classified in the field by the crew chief in accordance with ASTM D2487 "Unified Soils Classification System" and an ASTM D2498 "Recommended Practice for Visual and Manual De-scription of Soils". A copy of ASTM D2487 is attached. All samples were then returned to the laboratory for review of the field classifications by BRAUN environmental geologists. Representative samples will remain in our Minneapolis office for a period of 60 days to be available for your examination. During the field investigation, soil samples were visually examined by an environmental professional for staining or other signs of apparent contamination. In addition, soils were scanned for the presence of organic vapors using a photoionization detector (PID). The PID was equipped with a 10.2 electron volt lamp and was calibrated to a benzene equivalent. The PID was used to test fresh surfaces of soil retrieved in the split barrel samples, bore hole cuttings brought to the surface during drilling, and using jar headspace procedures (see attached organic field data sheets). Soil conditions observed in the borings consisted of 3 to 912-feet of sandy fill overlying coarse alluvium to the termination depth of the boring. Groundwater was not encountered in any of the five borings advanced on-site. Based on topographic data groundwater is estimated to be approximately 40 to 50-feet below grade on-site. The regional groundwater flow is assumed to be to the west, with discharge to the Mississippi River. Contaminant screening of soils recovered from the boring was completed with a PID and utilizing visual and olfactory observations as criteria. With the exception of the sample collected at 5-feet below grade in ST-2 no evidence of subsurface contamination was noted on-site. The PID readings recorded in the ST-2 sample were 2 parts per million (ppm) above background levels of 0 to 1 ppm in the split spoon sample and 10 ppm above background levels utilizing head space criteria. Visual review of the sample indicated that wood coated with a creosote like material was present. Further drilling completed at ST- 2 indicated that a large void space (approximately 5-vertical feet) was present immediately underlying the sample containing the wood. It is inferred that when this portion of the site was back-filled, railroad ties or similar materials were buried. In conclusion, field observations indicate that subsurface contamination associated with the storage of petroleum products was not detected in the samples retrieved from the borings. The soil borings were advanced as close as site constraints would allow to the existing tanks and pump islands. Although the borings did not encounter groundwater (estimated to exist 40 to 50-feet below grade on-site) soils samples were collected and screened from depths BRA unTM EG-608 Murphy Oil USA, Inc. -3- February 15, 1990 assumed to be below the base of the tanks. Based on evidence available from BRAUN's field observations it appears unlikely that a large scale leak or loss of petroleum products has occurred on-site. However, future investigations in different locations of the site may yield different results, at which time BRAUN will be pleased to review our conclusions. Due to the likely presence of structurally unsuitable materials in the vicinity of ST-2, additional geotechnical investigation is recommended if future construction is planned for that area of the site. Services performed by the geologists and environmental scientists for this project have been conducted in a manner consistent with that care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied, is made. If you have any questions or comments regarding this project please contact us at (612)941-5600. Very truly yours, BRAUN ENVIRON AL LABORATORIES, INC. Earl 'ndahl Project Manager/Geologist I"I � a'&---- Mark A. Collins Supervisor of Hydrogeologic Investigations cc: Dave Petty Murphy Oil USA, Inc. EW/MAC:keh9/EG-608 BRA unTM Mississippi Way ' Boulevard Sidewalk ST-1 • Underground Storage ST-3 entilati Tank Location PeS • ST-2 s • Station Building Pump Islands ST-5 ST-4 East River Road Legend Soil Boring ® Spur Sign Fence EG-608 Subsurface Investigation Spur Station 6485 E. River Road Fridley, M. Date: 2-14-90 Revised: Drawn: ALM Sole: 1 It _ 20' LOG OF BORING BMUn ENVIRONMENTAL LABS. PROJECT: EG-608 BORING: ST-1 SUBSURFACE INVESTIGATION LOCATION: Spur Station #2446 See attached sketch. 6485 East River Road Fridley, Minnesota DATE: 2/5/90 SCALE: 1 = 41 ASTM Tests or Notes Elev. Depth D2487 Description of Materials BPF WL rn 0.0 Symbol (ASTM D2488) o SP r Bituminous. C e SM FILL: POORLY GRADED SAND with SILT, very fine- to fine-grained, dark brown, 12 moist. CL .., 6 i U N W ° 7.0 SP8 POORLY GRADED SAND, very fine- to C fine-grained, light brown, moist, loose. ° (Coarse Alluvium) .a +J M g 3 M D m L 7 w N w 4 M IL 9 IL M L m C 4 10 N M C 19.0 +' SP POORLY GRADED SAND, very 18 0 20.5CL fine-grained, light brown, moist, medium m dense. ° (Coarse Alluvium) w N END OF BORING Water level not encountered with 20 feet of hollow-stem auger in the ground. Water level not encountered to cave-in depth of 11 feet immediately after.withdrawal of auger. Boring immediately backfilled. -1 page 1 of EG-608 BRAUN ST 1 LOG OF BORING HMUH ENVIRONMENTAL LABS. PROJECT: EG-608 BORING: ST-2 SUBSURFACE INVESTIGATION LOCATION: Spur Station #2446 See attached sketch. 6485 East River Road Fridley, Minnesota — DATE: 2/5/90 SCALE: 1„ 41 ASTM Tests or Notes Elev. Depth D2487 Description of Materials BPF WL 0.0 Symbol (ASTM D2488) rn Bituminous. °c SP SM FILL: POORLY GRADED SAND with SILT, very fine- to fine-grained, with trace 30 ° Gravel, dark brown, moist. .i - encountered 5 feet void. 7 L U N W a c m c ° 9.5 m 2 SP POORLY GRADED SAND, very fine- to m 0 fine-grained, light brown, moist, very loose. L 12.0 Coarse Alluvium ° SP POORLY GRADED SAND, very fine- to 10 w fine-grained, light brown, moist, loose. 41 (Coarse Alluvium) m a 9 v L .° c 10 N C 19.0 ,, SP POORLY GRADED SAND, very fine- to 15 0 20.5 fine-grained, light brown, moist, medium W dense. w (Coarse Alluvium) END OF BORING Water level not encountered with 20 feet of hollow-stem auger in the ground. Water level not encountered to cave-in depth of 16 feet immediately after withdrawal of auger. Boring immediately backfilled. EG-608 BRAUN ST-2 page 1 of 1 LOG OF BORING Braun ENVIRONMENTAL LABS. PROJECT: EG-608 BORING: ST-3 SUBSURFACE INVESTIGATION LOCATION: Spur Station #2446 See attached sketch. 6485 East River Road Fridley, Minnesota DATE: 2/5/90 SCALE: 1 4 ASTM Tests or Notes Elev. Depth D2487 Description of Materials BPF WL 0.0 Symbol (ASTM D2488) o SP Bituminous. C £ SM FILL: POORLY GRADED SAND with SILT, fine- grained, with trace Gravel, dark 25 brown, moist. D .., 7 L U N @ v 70 C SP POORLY GRADED SAND, very 8 n fine-grained, light brown, moist, loose. (Coarse Alluvium) @ 7 -4 @ D v L 0 9 w N W 41 CL 9 M i @ C 17.0 N SP POORLY GRADED SAND, very 13 fine-grained, light brown, moist, medium @ dense. L (Coarse Alluvium) 16 20.5 END OF BORING w N Water level not encountered with 20 feet of hollow-stem auger in the ground. Water level not encountered to cave-in depth of 12 feet immediately-after withdrawal of auger. Boring immediately backfilled. EG-608 BRAUN ST-3 page 1 of 1 LOG OF BORING umun ENVIRONMENTAL LABS. PROJECT: EG-608 BORING: ST-4 SUBSURFACE INVESTIGATION LOCATION: Spur Station #2446 See attached sketch. 6485 East River Road Fridley, Minnesota DATE: 2/5/90 . SCALE: 1" = 4' ASTM Tests or Notes Elev. Depth D2487 Description of Materials BPF WL 0.0 Symbol (ASTM D2488) 05 Bituminous. c SP L SM FILL: POORLY GRADED SAND with 0) SILT, very fine- to fine-grained, dark brown, 19 40 3.0 SP moist. *' POORLY GRADED SAND, very L fine-grained, light brown, moist, loose. 6 N (Coarse Alluvium) 01 M C 5 C N C 0 .a +-) M 5 3 N D 01 i 0 7 N W M a 9 v i N C 4J 10 N 19.0 L SP POORLY GRADED SAND with SILT, very 9 0 20.5 SM fine-grained, iron staining, light brown, moist, loose. w (Coarse Alluvium) m N END OF BORING Water level not encountered with 20 feet of hollow-stem auger in the ground. Water level not encountered to cave-in depth of 12 feet immediately after withdrawal of auger. Boring immediately backfilled. EG-608 BRAUN ST-4 page 1 of 1 LOG OF BORING 11mun .ENVIRONMENTAL LABS. PROJECT: EG-608 BORING: ST-5 SUBSURFACE INVESTIGATION LOCATION: Spur Station #2446 See attached sketch. 6485 East River Road Fridley, Minnesota DATE: 2/5/90 SCALE: 1" = 4' ASTM Tests or Notes Elev. Depth D2487 Description of Materials BPF WL 0.0 Symbol (ASTM D2488) 0-5 Bituminous. n SP L FILL: POORLY GRADED SAND, 8 fine-grained, light brown, moist. 19 41v 4.0 4J SP POORLY GRADED SAND, very L fine-grained, light brown, moist, loose. 6 °m (Coarse Alluvium) m M v 5 c t 0 4J M 5 m D w 0 6 w N W N a 9 L 16.0 M SP POORLY GRADED SAND with SILT, very fine-grained, light brown, moist, medium 13 rn dense. C (Coarse Alluvium) m lu 0 15 20.5 END OF BORING 01 N Water level not encountered with 20 feet of ` hollow-stem auger in the ground. Water level not encountered to cave-in depth of 12 feet immediately after withdrawal of auger. Boring immediately backfilled. EG-608 BRAUN ST-5 page 1 of 1 Descriptive Terminology Designation D 2487—83 Standard Test Method for CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES PARTICLE SIZE IDENTIFICATION SOIL CLASSIFICATION CRITERIA FOR ASSIGNING GROUP SYMBOLS AND (ROUP GROUP NAMES USING LABORATORY TESTS a SYMBOL GROUP NAME b Boulders ........................... over 12" Cobbles ............................ 3"to 12" GRAVELS CLEAN GRAVELS Cu>4 and 1<Cc <3 e GW Well-graded gravel f Gravel More than 50%of Less than 5%fines< N �o o coarse fraction Cu<4 and/or 1>Cc>3 e GP Poorly graded gravel Coarse '/4"-3" retained on _ No. 4 sieve GRAVELS WITH FINES Fines classifyas ML or MH GM Silt ravel f,g,h Fine.............................. No.4—O/4" More than 12%fines c Fines classify as CL or CH GC Clayey gravel f,g,h w Qog Sand u"^' SANDS LEAN SANDS C 6 and 1 <C <3 e SW Well-raded sand 50%or more of Less than 5%fines d Cuu_ _ c_ g Coarse ........................... No.4—No.10 t coarse fraction Cu<6 and/or 1>Cc>3 e SP Poorly graded sand i Medium .......................... No. 10—No.40 passes No. 4 sieve SANDS W1TH FINES Fines classifyas ML or MH SM Silt sand g,h•i Fine.............................. No.40—No.200 Mur.than 12%fines d Fines classify as CL or CH SC Clayey and g,h,i Silt................................. No.200—.005 mm PI > 7 and plots on or above CL Lean clay k,l,m Clay ............................... less than.005 mm SILTS AND CLAYS inorganic "A" line 3 Liquidlimit PI <4 or plots below"A" line i ML Silt k,l,m less than 5D% RELATIVE DENSITY OF Liquid l;mit-oven dried Organic Clay k, ,•m,^ CO HESION LESS SOILS organic HEld Iim1L-not dried <0.75 OL Organic silt k, 1,m,o „ PI plots on or above"A" line CH Fat clay k,l,m very loose ....................................0— 4 BPF w a SILTS AND CLAYS loose......................................... 5—10 BPF Einorganic medium dense ............................... 11 —30 BPF w� Liquid limit PI plots below"A" line MM Elastic silt k,l,m 50%or more dense .......................................31 —50 BPF k. 1,m.p ver dense....................................... 50+BPF Liquid limit-oven drietl Organic clay y organic Li uid limit not dried <0.75 OH �.anic silt k, Primarily organic matter,dark in color, and PT Peat Highly organic soils organic odor CONSISTENCY OF COHESIVE SOILS Based on the material passing the 3-in sieve. very soft ...................................... 0— 1 BPF b. 1f field sample contained Cobbles and/or boulders, add "with cobbles and/or boulders"to group none. soft .......................................... 2— 3 BPF c. Gravels with 5 to 12%fines require dual symbols GW-GM wegraded gravel with silt rather soft ....................................4— 5 BPF GW-GC well graded gravel with Clay GP-GM poorly graded gravel with silt medium ...................................... 6— 8 BPF GP GC poorly graded gravel with clay rather stiff..................................... 9—12 BPF d. Sands with 5 to 12%fines require dual symbols SW-SM well graded and with silt stiff ......................................... 13—16 BPF SW-SC well gradedsand with clay SP-SM poorly graded sand with silt very stiff ..................................... 17—30 BPF SP-SC poorly graded sand with clay hard ............................................ 30+BPF _ (030)2 e. Cu-°60/D10 Cc 1l 6 f. If soil contains>15%sand, add "with sand"to group name. DRILLING NOTES g. If fines classify as CL-ML, use dual symbol GC-GM, SC-SM. h, f fines are organic, add "with organic fines"to group name. i. If soil contains> 15%gravel,add "with gravel" to group name. j. If Atterberg limits plot in hatched area,soil is a CL-ML, silty clay. Standard penetration test borings were advanced by 314"or 61/4" k. If soil contains 15 to 29%plus No. 200,add"with sand" or"with gravel" whichever is predominant. 1. If soil contains>30%plus No. 200, predominantly sand, add "sandy"to group name. I.D.hollow-stem augers unless noted otherwise.Jetting water was m, If soil contains 2 30%plus No. ?00,predominantly gravel,add "gravelly"to group name. used to clean out auger prior to sampling only where indicated on PI >4 and plots on or above"A" line. o, PI<4 or plots below"A• line. logs. Standard penetration test borings are designated by the P. PI plots on or above"A" line. q. PI plots below"A" line. prefix"ST"(Split Tube). 60 Power auger borings were advanced by 4" or 6" diameter, For classification of fine-gra ned soils continuous-flite,solid stem augers.Soil classification and strain and fine-grained fraction of coarse-grinned depths are inferred from disturbed samples augered to the surface Sol I-I so I and are therefore somewhat approximate.Power auger borings d Equation of�A-line �,`,� are designated by the prefix"B". X Horizontal at PI=4 to LL=25 5, �;/ `�, N Coo then PI=0.73(LL zo) 'moi [` ••ate I 40- Hand probings were advanced manually with a 11/2" diameter Z Equation of"U"-line probe and are limited to the depth from which the probe can be Vertical at LL=16 PI= > then PI=0.9(LL-81) 7 G� I manually withdrawn. Hand probings are indicated by the prefix / ..H„ t: 30 2 SAMPLING—All samples are taken with the standard 2" O.D. N ;�� O� split tube sampler, except where noted. TW indicates thin-wall _j 20 MH OR OH (undisturbed)sample. a i 1 BPF— Numbers indicate blows per foot recorded in standard o penetration test,also known as"N"value.The sampler is set 6" --- ML OL into undisturbed soil below the hollow-stem auger. Driving a-- resistances are then counted for second and third 6"increments °o o i6 zo 3o ao so 60 7o ao 90 00 to and added to get BPF. Where they differ significantly,they are L I QUID LIMIT (LL) reported in the following form—2/12 for the second and third 6" increments respectively. WH—WH indicates that sampler penetrated soil under weight of hammer and rods alone,driving not required. LABORATORY TESTS NOTE — All tests run in accordance with applicable ASTM standards. DD Dry Density,pcf OC Organic Content, WD Wet Density,pcf S Percent of Saturation,% R MC Natural Moisture Content,% Specific Gravity C Y �•M LL Liquid Limit,% C Cohesion PL Plastic Limit,% 0 Angle of Internal Friction PI Plasticity Index,% qu Unconfined Compressive Strength Organic vapor Field Data Sheet _Project Number: EG-608 Date: _2-5-90 Location: Spur Station 6485 E. River Rd. Auger Steam Cleaned? LL.,' N Weather Conditions: Clear, 40'F calm _ Split-Spoon Cleaned between Calibration: 55 pm isobutylene samples? Y Daring ID: ST-1 Method- Type of Organic Vapor Detector: H-Nu Head Space Depth Auger Cuttings Split Spoon Analysis ( feet)- (ppm) (p1-m) (ppm) Notes 2.5 0 - - 5.0 - 0 0 7.5 - 0 0 10.0 - 0 0 12.5 0 0 15.0 - 0 0 17.5 - 0 0 20.0 - 0 0 U fl," Organic Vapor Field Data Sheet Project Number: EG-608 Date: 2-5-90 _Location: Spur Station 6485 E. River Rd, Auger Steam Cleaned? N Weather Conditions : Clear, 40°F calm split-Spoon Cleaned between Calibration: 55ppm isobutylene samples? Y N`: Boring ID: ST-2 Method: Type of Organic Vapor Detector: _ H-Nii Head Space Depth Auger Cuttings Split Spoon Analysis ( feet)_ (ppm) (ppm) (ppm) Notes 2.5 0 - - Wood coated with 5.0 - 2 10 creosote like material in sample. 7.5 - - 10.0 - 0 0 12.5 - 0 0 - 15.0 - 0 0- 17.5 - 0 0 20.0 - 0 0 BRAUg Organic Vapor Field Data Sheet Project Number: EG-608 Date: 2-5-90 Location: Spur Station 6485 E, River Rd. Auger Steam Cleaned? `,Y, N Weather Conditions: Clear 40°F calm Split-Spoon Cleaned between Calibration: 55 T)w isobutylene samples? Y Boring ID: ST-3 Method: Type of Organic Vapor Detector: H--Nj, Head Space Depth Auger Cuttings Split Spoon Analysis feet (ppm) (ppm) (ppm) Notes 2.5 0 - - 5.0 - 0 0 7.5 - 0 0 10.0 - 0 0 12.5 - 0 0 15.0 - 0 0 17.5 - 0 0 20.0 - 0 0- [IRA UP [IRAUP Orctanic Vapor field Data Sheet Proj ect Number: EG-608 Date: 2-5-90 Location: Spur Station, 6485 E. River R Auger Steam Cleaned? Y` N Weather Conditions : Clear, 40'F, calm Split-Spoon Cleaned between -Calibration: 55ppm isobutylene samples? Y Boring ID: ST-4 Method: Type of Organic Vapor Detector: H-Nu Head Space Depth Auger Cuttings Split Spoon Analysis ( feet)_ (DDM) (ppm) (ppm) Notes 2.5 0 5.0 - 0 0 7.5 - 0 0 10.0 - 0 0 12.5 - 0 0 15.0 - 0 0 17.5 - 0 0 20.0 - 0 0 [IRAQ organic Vapor Field Data Sheet Project Number: EG-608 Date 2-5-90 Location: Spur Station 6485 E. River Rd. Auger Steam Cleaned? N Weather Conditions : Clear. 40°F calm Split-Spoon Cleaned between Calibration: 55 ppm isobutylene samples? Y _Boring ID: ST-5 Method: Type of Organic Vapor Detector: H-Nu Head Space Depth Auger Cuttings Split Spoon Analysis ( feet) (ppm) (ppm) (ppm) Notes 2.5 0 0 0 5.0 - 0 0 7.5 - 0 0 10.0 - 0 0 12.5 - 0 0 15.0 - 0 0 17.5 - 0 0 20.0 - 0 0 e un'" • MEMORANDUM TO: Barbara Dacy, Planning Coordinator PW90-7 FROM: Mark A. Winson, Asst. Public Works Director DATE: February 21, 1990 SUBJECT: Subsurface Investigation Report - 6485 East River Road I have reviewed the referenced report and concur with the opinion that there is not subsurface contamination associated with the storage of petroleum products. The developer should investigate further the possibility of backfill at the one boring location, especially if there are large voids. MAW/kn 1-91 FW0 COMMUNITY DEVELOPMENT DEPARTMENT Cmr OF FMIXEY MEMORANDUM DATE: February 22, 1990 TO: William Burns, City Manager FROM: Jock Robertson, Community Development Director Barbara Dacy, Planning Coordinator V/Michele McPherson, Planning Assistant SUBJECT: Spur Station Redevelopment Neighborhood Meeting Murphy Oil USA Inc. held a neighborhood meeting on Thursday, February 15, 1990 to discuss their proposed variance, special use permit, and rezoning applications. Mr. Gary Andelin, from Murphy Oil, conducted the meeting. Only two neighbors attended the meeting. On February 20, 1990, the Appeals Commission reviewed the variance request by Murphy Oil, and recommended approval of the variance to the City Council, contingent upon approval of the special use permit and rezoning requests. At the Appeals Commission meeting, Mr. and Mrs. Franklin of 6437 East River Road, which immediately abuts the site on the south, attended and spoke of the need for an accessible sidewalk which can be maintained by the City along East River Road. Currently, there is a paved area abutting the Murphy Oil property which is not wide enough for the City's snow removal equipment. Staff will be working with the petitioner in order to determine the feasibility of placing a sidewalk along the property line of the Murphy Oil property. MM/do M-90-117 LHB ENGINEERS & ARCHITECTS 4550 West 77th Street • Suite 205 • Edina, Minnesota 55435 • 612/831-8971 a FAX 612/831-0115 March 9, 1990 MEMORANDUM TO : Barbara Dacy, Planning Coordinator City of Fridley FROM: Jerry Putnam, Project Architect RE : Fridley Spur , Murphy Off , USA Project No. 90002 The following items were reviewed at our on site meeting of 3/5/90: • Murphy Oil will replace all removed walkways within it ' s property with concrete walks, Including all existing walks which are bituminous . The new concrete walk will extend beyond property at southwest corner to adjacent resident ' s driveway apron . City will review the 5 ' width of walkways and advise LHB and Owner of any change to this width . C : _C/i ty cr ws will ma I n�a I n perimeter waIkways . v,tt1w j •Q.yer�c� o L ugf ! m-%:.* ', at.es Powe.- the doss i I i i ty of relocating the existing power pole on west side of property . It appears that pole would Interfere with new walkway and should be removed since pole will not serve new building . • LHB will develop a revised plan of northern most curb cut from East River Road . Plan will move drive to the south and make curb cut appear to be more of an entry and not an exit . Revised plan will be sent to City and County for review prior to 3/14/90 city planning meeting . JAP/smh Edina, Minnesota • Duluth, Minnesota 9 Superior, Wisconsin 6A AW STAFF REPORT APPEALS DATE CITYOF PLANNIINGCOMMISSION DATE : March 14, 1990 FRI DLEY CITY COUNCIL DATE : April 23, 1990 AUTHOR MM/do REQUEST PERMIT NUMBER SP #90-01 APPLICANT Murphy Oil Company PROPOSED REQUEST Special use permit required to allow motor vehicle fuel and oil dispensing service as an accessory use to a LOCATION convenience store. 6443/6485 East River Road N.E. SITE DATA SIZE DENSITY PRESENT ZONING C-1 , Local Business, and R-1 , Single Family Dwelling ADJACENT LAND USES R-1 , Single Family Dwelling to the east and south; & ZONING R-3, General Mutiple Family Dwelling to the west; UTLffES C-2, General Business to the north. PARK DEDICATION ANALYSIS FNANCIAL IMPLICATIONS CONFORMANCE TO Yes COMPREHENSIVE PLAN COMPAT11BILITY WITH Yes ADJACENT USES & ZONING ENVIRONMENTAL CONMERATIONS - --- - - - ---- -- --- - STAFF RECOMMENDATION Approval with stipulations APPEALS RECOMMENDATION PLANNING COMMISSION Approval with stipulations RECOMMENDATION 68 Staff Report SP #90-01, Murphy Oil Page 2 Request Murphy oil Inc. is requesting that a special use permit be granted for Lots 10 and 33 of Auditor's Subdivision No. 23, to allow a vehicle fuel and oil dispensing service as an accessory use to a convenience store (Section 205.13 . 01.C. (7) ) . These parcels are addressed as 6443 and 6485 East River Road N.E. Site Located on Lot 10 is a convenience store/gas station. A single family home with a three car garage is located on Lot 33 . The petitioner is proposing to remove the existing structures on both sites and construct a new convenience store/gas station. Analysis The C-1, Local Business, zoning district requires that a special use permit be granted for a motor vehicle fuel and oil dispensing service. Currently, Lot 33 is zoned R-1, Single Family Dwelling. The petitioner has applied for a rezoning to rezone this parcel to C-1, Local Business, with the existing Lot 10 which is currently zoned C-1, Local Business. In addition, the proposed site plan requires that two variances be granted for the hardsurface setback and the building setback from the public right-of-way. The Appeals Commission recommended approval of these variances on February 20, 1990. The new site plan meets the C-1 code requirements and provides adequate green space to screen and buffer the residential parcels on the east and south portions of the site from the proposed use. The petitioner has also responded to the Engineering Department's concerns about increased traffic safety at the site by proposing to relocate and close some of the existing driveways to facilitate better traffic maneuvering. Anoka County has reviewed the plans and is recommending that the driveway closest to Mississippi Street be closed. It is staff's opinion that access to the site from East River Road should occur at two places, as the site has employee parking at the south. The petitioner is revising the radius on the driveway to discourage existing traffic for travelling northbound. This issue should be resolved with Anoka County prior to issuance of the building permit. The petitioner has conducted soil tests to check for underground contamination from the existing petroleum tanks, and the results of these tests have been reviewed by the City Engineering Department. The test results found that there is no contamination on the site, and new tanks with monitoring devices will be installed as required by MPCA and the Uniform Fire Code. sc Staff Report SP #90-01, Murphy Oil Page 3 Mr. Philip Franklin, 6437 East River Road, attended the February 20, 1990 Appeals Commission meeting and raised the issue of a lack of an identified sidewalk which the City would maintain along East River Road. Staff met on site with Murphy Oil and it was agreed that Murphy Oil would construct a sidewalk five feet wide which would accommodate the City's snow removal equipment. Recommendation Staff recommends that the Planning Commission recommend to the City Council approval of the request, SP #90-01, pending approval of the variances and the rezoning, and completion of any stipulations related to those requests. The proposed request meets the minimum standards in Section 205. 13.01.C. (7) of the zoning code. The proposed request reduces the traffic hazards and increases the buffering and screening between the two zoning districts. Staff recommends the following stipulation for the special use permit for approval: 1. Reconstruct the existing sidewalk to a minimum width of five feet from the south property lines around the site to the northeast corner. 2 . Drainage calculations shall be submitted to the Engineering Department prior to issuance of a building permit. 3 . The driveway issue shall be resolved with Anoka County prior to issuance of a building permit. 4 . Approval of the variance request. Planning Commission Action The Planning Commission voted unanimously to recommend to the City Council that the special use permit request by Murphy Oil be approved with the stipulations as recommended by staff. Discussion by the Planning Commission included the issues of the location of the northern-most driveway on East River Road, the location of the privacy fence proposed by the petitioner, and the amount of standing water, if any, that would be in the detention pond. Commissioner Dahlberg recommended that the fence be relocated so that the proposed landscaping would be on the residential side of the fence. In addition, the Commissioners recommended that the northern most driveway on East River Road be moved an additional 15 to 20 feet farther south. Anoka County has recommended that this driveway be closed. The petitioner is continuing to work with Anoka County regarding this issue. The petitioner has submitted a revised site plan incorporating the recommended changes. In addition, the petitioner has submitted the required drainage 6D Staff Report SP #90-01, Murphy Oil Page 4 calculations. The proposed detention pond has been designed to drain completely, so there will be no standing water on site. The petitioner will need to submit a final grading plan. City Council Recommendation Staff recommends that the City Council concur with the Planning Commission action. SP #90-01 Murphy Oil Co. 6K SEC. 150 T. 30, R. 24 C/TY OF FRIDLEY CONDAM/NK/M MR B 41 O �__L S." �nQ� .'""'i.+w.,,- . 6—�AISSEi+S •_ :M1561_� N 10 A J/ *•y•w 7 1 ` �//'N i"" '�.•+ t '.''� z=�9yi�� i N~i /•/% _ rol r e, • •fe.�L e 28 4 — sdT 1TH WAY , r- 7 c 30' a lei- "p v z c ja J s ; � m At WAY j�. I rr 1 r op .a ...63 WAY N.E fin) `f' 'illi lJ TRIM 1..�3RD WAY oo • _., i � 62 I/2 WAY a UL DPri G1NU ITZ I 07A SE AD 5 ADDITID /T 62ND WAY II ' y N RIVER EDGE 1 n.1Tlie v t� �' � .s � � • � 1 ii�:,� III !- W '611/2 WAY cr ac RIVER EDGE WAY 4 GGG ' Jll rINTb _ — �•u.��.i✓ � re 1 Ne�s I iu uw 44, Rc P ef. DO, LOCATION MAP ' • 1 1 vetQ ORON t 'awelaw �' . WE M till IA ,.•:�:�. , „ Imp SIR �� ao�9000��i m ov o��:�!Jo©■ '!, j,�pp _ lPT b u+ss Z } y �� ✓'c✓+T a w Q) r Iwwe.:.r) N lyf•Y b v i W Off-.Nw- (NM YwEv- pw..w f, R ( it II I �r` \LG,�r� �� — <c i"��s �'""'"' •�. _ � \ .- a / rs3 `iLp►p MMNf+w W'ep6n.t. \� E>-yl Galt Welt— � c� `�{jt s t*y<.G So 371 LEGEND STATISTICS PROPERTY LINES EXISTING PaVed Ares: Conearelal Lot - 17,600 s.f. ——— BUILDING SETBACK LINE Residential Lot - 3,000 a.f. BYIldl ng Area: C011nlarelal Lot - 1,631 e.f. —————— LANDSCAPE SCREEN FROM PUBLIC R.O.N. Residential Lot - 466 s./. LANDSCAPE SCREEN FROM RESIDENTIAL Lot Area: Cammerplal Lot - 20.600 e.f. lo to ao Yo --------- E%I ST ING STRUCTURES REMOVED NResidential Lot - 16.600 s.f. I,- �----� PROPOSED Puw0dlno Ares 3.000 .1.Ares - 16,000 s.f. l ltl o w 1 I EXISTING LANDSCAPING REMOVED B - s Lot Area -36,200 s.f. —� Parking Spaces (Includ. 0 Pumps)- 21 Total \ X ROOD FENCE - 6' NIGH sP #90-01 6N Murphy Oil Co. `o o� j 'T a Z_ Is .� S Q X Ff � 6 � V 17 z Alt q , - CROSS SECTION SP 490-01 Murphy Oil Co. 60 --jl I II , I II II I � _ I li II I - O O p I AL II I� ? ---iJ FL I � i A-•'� I ELEVATION 6E PLANNING COMMISSION MEETING, MARCH 14, 1990 PAGE 7 business and will improve the traffic flow and the general look of the whole neighborhood. Mr. Kondrick asked if there has been any neighborhood objection to this proposal. Ms. McPherson stated a neighborhood meeting was held by e petitioner. Two people attended that meeting, and they ere basically curious about what was going to happen on the pr erty. However, the property owner to the east has complained out the litter and the practice of snow removal where the sno is pushed to the east into his yard. Mr. Barna stated the existing Spur Station is qu'ie close to that property owner, and the dumpster is locatedthat side of the building. This new plan should improve that ituation. Also, the people directly to the south attended a Appeals Commission meeting with a concern about the sidewa area in front of their home. Ms. McPherson stated this can be dressed with the special use permit request. MOTION by Mr. Barna, second by Mr. Saba, to recommend to City Council approval of Rezoni , ZOA #90-01, by Murphy Oil Company, to rezone from R-1, Singl Family Dwelling, to C-1, Local Business, generally located at 64 East River Road N.E. (Spur Station) , with the following stipul ions: 1. Approv of the special use permit and variance requests 2 . Th parcels shall be combined into one tax parcel. UPON A V CE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON KONDRICK DECLARE THE MOTION CARRIED UNANIMOUSLY. Ms. cPherson stated the City Council will set the public hearing fo the rezoning at the March 26, 1990, meeting, and the pubic aring on the rezoning will be held on April 9, 1990. 3 . PUBLIC HEARING• CONSIDERATION OF A SPECIAL USE PERMIT, SP #90-01. BY MURPHY OIL CO. : Per Section 205. 13 .0l.C.7 of the Fridley City Code to allow a motor vehicle fuel and oil dispensing service as an accessory use to a convenience store, generally located at 6485 and 6443 East River Road N.E. (Spur Station) . MOTION by Mr. Saba, seconded by Mr. Barna, to waive the reading of the public hearing notice and open the public hearing. PLANNING COMMISSION MEETING, MARCH 14, 1990 PAGE 8 UPON A VOICE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON KONDRICK DECLARED THE MOTION CARRIED UNANIMOUSLY AND THE PUBLIC HEARING OPEN AT 8:10 P.M. Ms. McPherson stated the petitioner is proposing to close and rearrange some of the existing curb cuts. The first curb cut east- bound on Mississippi Street will be closed and the two curb cuts on East River Road will be shifted further south away from the intersection. There is some concern as the right turn lane onto Mississippi from East River Road curves in front of those two driveways. Anoka County has reviewed this plan and has recommended, although no correspondence has been received, to close the northernmost driveway on East River Road. The petitioner is proposing to shift that driveway even farther south and change the radii on that driveway such that it will allow a northbound exit from that driveway but will have the appearance of a one-way in only. There will be adequate space for cars to go in and out at the same time; however, it is the intent through the design to discourage people from exiting northbound on East River Road. Ms. McPherson stated the petitioner has been very cooperative and has worked with City staff in trying to find a solution that will work for both the petitioner and lessen the traffic hazards at this corner. Ms. McPherson stated, as stated by Mr. Barna, Mr. and Mrs. Franklin who live directly south of this site are concerned about the existence of a sidewalk of some kind along the west and north property lines of this parcel. In order to catch the public school bus on Ashton Avenue, their children need to walk along that sidewalk to Ashton Avenue. Ms. McPherson stated the Engineering and Planning staff met with the petitioner on site to discuss the issue of the sidewalk. Mr. Franklin brought up some issues of maintenance. He is currently clearing the snow on the paved -area that is there now, because the area is not wide enough for the City's snow removal equipment. The petitioner will be removing the existing asphalt paving and will be constructing a concrete sidewalk at a slope that will be adequate for the City's snow removal equipment. In addition, there is an existing power pole on the site that narrows the amount of room needed to construct a sidewalk. The petitioner has spoken with the utility company, and the utility company will be moving that pole so the 5 ft. wide sidewalk can be constructed along the west property line. So, the sidewalk issue has been resolved. Ms. McPherson stated staff recommends the Planning Commission recommend to City Council approval of the special use permit with four stipulations: 6G PLANNING COMMISSION MEETING, MARCH 14, 1990 PAGE 9 1. Reconstruct the existing sidewalk to a minimum width of five feet from the south property lines around the site to the northeast corner. 2. Drainage calculations shall be submitted to the Engineering Department prior to issuance of a building permit. 3. The driveway issue shall be resolved with Anoka County prior to the issuance of a building permit. 4 . Approval of the variance request Mr. Dahlberg asked if a grading and drainage plan has been submitted. Ms. McPherson stated a grading and drainage plan has been submitted. It is the petitioner's intention to have an infiltration trench in the grassy area directly to the east of the building. Additional drainage will occur toward the green area at the south of the site. That has also been left for snow storage and drainage. Mark Winson, Assistant Public Works Director, has not yet received the drainage calculations. Mr. Dahlberg stated this project really should have little impact on the neighbors to the east except for the two closest residences to the east. Mr. Saba asked about the store's operating hours. Mr. Andelin stated the hours are up to the lessee; however, it has been a 24 hour operation, and they wish to continue that. Mr. Kondrick asked about lighting. Has there been complaints about lighting into the neighborhood? Ms. McPherson stated she has not received any complaints about lights or the current operation. Mr. Andelin stated at the present time, they have area lights on the entrances and egress. They try to keep maximum lighting for security purposes. The lights are wall mounted and on the canopy. He stated he can foresee no area lights in back of the building, but they do try to keep as much lighting as possible at the entrances for traffic. The canopy lights do give a majority of the lighting. They will keep the lights to a minimum on height, so the lighting will not go over into the residential properties. Mr. Saba asked about any plans for a P.A. system. -PLANNING COMMISSION MEETING, MARCH 14, 1990 PAGE 10 Mr. Andelin stated they are required by law to have an intercom system. This is used mainly to contact people at the gas pumps. It is not a loud system. Mr. Barna asked about any plans for signage. Mr. Andelin stated that at the present time, they will not be changing the signage. The sign will remain in approximately the same location as it is now. Mr. Dahlberg stated staff can review the existing condition of the signage and review the requirements of the Sign Ordinance with the petitioner. Mr. Dahlberg stated the present lessee stores his mobile home on the site a great percentage of the time. He believed the Planning Commission would like that not to be there. He would not suggest that this concern be part of the approval of the special use permit, but is there anything the petitioner can do about it? Mr. Andelin stated that as part of their lease package, this type of storage is not supposed to be happening. Mr. Dahlberg stated he thought the site plan is a significant improvement over the existing site. He would like to discuss a possible change to what has been proposed. He stated the property line is very close to the two residences on the east, and the parking and hard surface is being moved away from that property line. He would suggest that this be turned around and the fence and landscaping be put on the opposite side of the fence, rather than having the fence towards the residence and landscaping on the service station side. He would think the neighbors would rather look at greenery than a wooden fence and the neighbor would perceive his yard as being larger. The issue is that it is a maintenance headache for the owner of the property, because they have to go outside their property to maintain the landscaping and pick up litter along the fence. If the fence could maybe not follow the property line but could cut off on a diagonal by the trees and put some landscaping on the residence's side, it would seem to be a more neighborly approach. This is a suggestion for the petitioner to consider. Mr. Dahlberg stated another concern is whether or not there is standing water in the ponding area. He believed there are requirements relative to fencing around detention and retention ponds. With standing water, there is potentially a hazard for children. This may or may not be a problem, but it is something that should be investigated. y 61 PLANNING COMMISSION MEETING, MARCH 14, 1990 PAGE 11 Ms. McPherson stated Mr. Winson may be looking at this issue when he looks at the drainage calculations and the volume of water that would be retained. Mr. Dahlberg stated he concurred with the County relative to the northernmost curb cut onto the site from East River Road. The revised sketch indicates that the north edge of that curb cut is 100 ft. probably from the center line or edge of the traffic lane on Mississippi Street, but not 100 ft. from the turn lane. He felt that the curb cut is too close to that intersection, even though it does have a configuration such that it will draw traffic in and potentially discourage people from going back out, it will not discourage people entirely from going out that curb cut. He would suggest that curb cut be no farther north than the present south curb cut. This is a busy intersection, and a lot of traffic goes east on Mississippi Street off East River Road. Mr. Andelin stated that as long as the variance is not affected, he is certainly willing to have LBH Architects look at it. Mr. Dahlberg stated he has no difficulty with the two curb cuts on East River Road as long as the northernmost curb cut is moved to the south at the location of the present southerly curb cut which he feels is a reasonable distance from the intersection, even to the extent that vehicles could make that right turn and head north onto East River Road without too much difficulty. Mr. Dahlberg stated the County has given them no information as to why they are recommending only one curb cut on East River Road. Mr. Dahlberg stated that on the southerly curb cut, it appears to him that as traffic is heading into the parking area, it is better to design that curb cut 90 degrees perpendicular to the street rather than perpendicular to the parking area. It is just a better design for access to that parking area at the south. This is just another suggestion for the architect to consider. MOTION by Mr. Saba, seconded by Mr. Dahlberg, to close the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON RONDRICR DECLARED THE MOTION CARRIED UNANIMOUSLY AND THE PUBLIC HEARING CLOSED AT 8:55 P.M. MOTION by Mr. Saba, seconded by Mr. Barna, to recommend to City Council approval of Special Use Permit, SP #90-01, by Murphy Oil Company, per Section 205. 13.0l.C.7 of the Fridley City Code to allow a motor vehicle fuel and oil dispensing service as an accessory use to a convenience store, generally located at 6485 and 6443 East River Road N.E. (Spur Station) , with consideration to be given to investigating the location of the northernmost curb cut PLANNING COMMISSION MEETING, MARCH 14, 1990 PAGE 12 on East River Road, investigating the requirements of drainage in terms of ponding, and investigating the appropriateness or advisability of potentially relocating the landscaping and the fence configuration on the east side of the property, and with the following stipulations: 1. Reconstruct the existing sidewalk to a minimum width of five feet from the south property lines around the site to the northeast corner. 2. Drainage calculations shall be submitted to the Engineering Department prior to issuance of a building permit. 3 . The driveway issue shall be resolved with Anoka County prior to the issuance of a building permit. 4. Approval of the variance request UPON A VOICE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON KONDRICK DECLARED THE MOTION CARRIED UNANIMOUSLY. Ms. McPherson stated the Council will set a public hearing at their April 9th meeting for April 23, 1990. 4. CITY COUNCIL DISCUSSION OF ZONING ORDINANCE AMENDMENTS: Ms. Dacy stated that after the February 26, 1990, meeting, the Council discussed the parking stall issue, lot coverage iss and the landscaping issue. As far as the parking stall ze, the Council stated that a 9 ft. parking stall should be ed in areas where there is: 1. Long term employee parking 2. Parking ramps 3 . Apartment buildings 4. Industrial building 5. Some office fac' ities, but not including medical clinics 6. Redevelop t districts with a special use permit Ms. Dacy stat the Council preferred to keep the 10 ft. wide parking sta s for high turn-over facilities, especially for shopping enters or retail areas and locations such as Unity Hospit and associated clinics. As far as striping, the Council want both 9 ft. and 10 ft. stalls to be double striped. LHB ENGINEERS & ARCHITECTS 4550 West 77th Street • Suite 205 • Edina, Minnesota 55435 • 612/831-8971 • FAX 612/831-0115 March 14, 1990 MEMORANDUM 10: Barbara Dacy, planning Coordinator City of Fridley FROM: Jerry Putna RE : Fridley Spur , Murphy Oil , USA, Inc. Project No. 90002 Attached Is a revised portion of the site plan showing the proposed curb cut form East River Road . As we discussed at our on site meeting of 3/5/90, the curb cut has been moved approximately 15 ' further south than our original proposed curb cut and Is configured more as an entry from East River Road than an exit . However , we have are providing a 10' radius for safe exiting . Also, I have spoken with the Anoka County Engineers, John Olsen, and Bili Sironen about our proposed plan and we understand they will be making recommendations to the city concerning the curb cuts . Please contact me If you have any other concerns or comments . Copy : Gary Andelin , Murphy Oil , USA Bill Slronen, Assistant Anoka County Engineer JAP/smh Edina, Minnesota • Duluth, Minnesota • Superior, Wisconsin LHB ENGINEERS & ARCHITECTS 4550 West 77th Street • Suite 205 • Edina, Minnesota 55435 • 612/831-8971 • FAX 612/831-0115 March 14, 1990 MEMORANDUM TO: Barbara Dacy, Planning Coordinator City of Fridley FROM: Jerry Putnam, Project Architect RE : Fridley Spur , Murphy 011 , USA, Inc . Project No. 90002 As discussed with Michelle McPhearson , of your office, we agreed upon the following clarification to the third item of our memo of 3/9/90. • City crews will provide snow removal on all perimeter walkways . Murphy Oil will be responsible for maintaining all walkways on their property. If you have any further questions or comments please feel free to contact me. Copy : Gary Andelln , Murphy Oil , USA JAP/smh Edina, Minnesota • Duluth, Minnesota • Superior, Wisconsin rJAW CITYOF FRIDLEY FRIDLEY MUNICIPAL CENTER •6431 UNIVERSITY AVE. N.E. FRIDLEY.MN 55432 • (612)571-3450• FAX (612)571-1287 March 16, 1990 Mr. and Mrs. Franklin 6437 East River Road N.E. Fridley, MN 55432 Dear Mr. and Mrs. Franklin: This is a short note to inform you of the Planning Commission's recommendation regarding the special use permit and rezoning applications by Murphy Oil for the Spur Station site at 6443 and 6485 East River Road N.E. The Planning Commission recommended approval of both requests to the City Council. City staff met with Mr. Gary Andelin of Murphy Oil and Jerry Putnam, the project architect, on-site on Monday, March 5, 1990, and determined that it would be possible to reconstruct the existing asphalt paving with concrete at a width that would allow the City's snow removal equipment to access the sidewalk. Murphy Oil has contacted the power company and will be relocating the existing power pole in order to widen the sidewalk to the minimum width of five feet. Mr. Mark Winson, Assistant Public Works Director, has contacted the maintenance division of the Public Works Department in order to see if snow removal by the City maintenance equipment would be possible if the sidewalk was reconstructed. Once the sidewalk has been reconstructed by Murphy Oil, the City will begin to be responsible for the snow removal on the sidewalk. The public hearing for the City Council meeting will be held on Monday, April 9, 1990. If you have any questions or concerns regarding this matter, please feel free to contact me. Sincerely, Michele McPherson Planning Assistant MM/dn C-90-125 COMMUNITY DEVELOPMENTs � DEPARTMENT CIWOF FMDLEY MEMORANDUM DATE: April 19, 1990 TO: William Burns, City Managerj� FROM: Jock Robertson, Community Development Director Barbara Dacy, Planning Coordinator Michele McPherson, Planning Assistant SUBJECT: Special Use Permit, SP #90-01, by Murphy Oil Co. Attached is the staff report for the above-referenced request. Murphy Oil is the petitioner requesting the special use permit in order to reconstruct a convenience store/gas station in the C-1 zoning district. The Planning Commission voted unanimously to recommend approval of this request to the City Council with the following stipulations: 1. Reconstruct the existing sidewalk to a minimum width of five feet from the south property lines around the site to the northeast corner. 2 . Drainage calculations shall be submitted to the Engineering Department prior to issuance of a building permit. 3 . The driveway issue shall be resolved with Anoka County prior to issuance of a building permit. 4 . Approval of the variance request. Staff recommends that the City Council concur with the Planning Commission action. MM/dn M-90-252 FRIDLEY CITY COUNCIL MEETING OF APRIL 23, 1990 PAGE 12 5. VARIANCE REQUEST, VAR 90-02 TO REDUCE THE RE UIR IDE YARD SETBACK ON THE STREET SIDE OF A CORNER LOT FR 5 FEET TO 30 FEET; TO REDUCE THE RE UIRED PARKING AND D SURFACE SETBACK FROM THE STREET RIGHT-OF-WAY FROM EET TO 9 FEET AND 10 FEET, GENERALLY LOCATED AT 6443 6485 EAST RIVER ROAD N.E. SPUR STATION BY MURPHY COMPANY: Ms. Dacy, Planning Coo nator, stated the petitioner has met the criteria for a �ha ip and the Appeals Commission has recommended approval of t e variance requests. MOTION b uncilman Fitzpatrick to grant the variances requested under #90-02. Seconded by Councilman Schneider. Upon a voice v all voting aye, Mayor Nee declared the motion carried animously. 6. SPECIAL USE PERMIT SP #90-01 TO ALLOW A MOTOR VEHICLE FUEL AND OIL DISPENSING SERVICE AS AN ACCESSORY USE TO A CONVENIENCE STORE GENERALLY LOCATED AT 6443 AND 6485 EAST RIVER ROAD N E. SPUR STATION) , BY MURPHY OIL COMPANY: MOTION by Councilman Fitzpatrick to grant Special Use Permit, SP #90-01 with the following stipulations: (1) Reconstruct the existing sidewalk to a minimum width of five feet from the south property lines around the site to the northeast corner, (2) Drainage calculations shall be submitted to the Engineering Department prior to issuance of a building permit, (3) The driveway issue shall be resolved with Anoka County prior to issuance of a building permit, and (4) Approval of the various request. Seconded by Councilwoman Jorgenson. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. 7. RECEIVE THE MINUTES OF THE PLANNING COMMISSION MEETING OF APRIL 11, 1990• A. SPECIAL USE PERMIT SP 90-04 TO ALLOW GARDEN CENTER OR NURSERIES WHICH REQUIRE OUTSIDE DISPLAY OR STO OF MERCHANDISE ON LOT 1 BLOCK 1 HOLIDAY NORTH ST ADDITION GENERALLY LOCATED AT 250 57TH AVE N.E. HOLIDAY PLUS STORE BY HOLIDAY COMPANI Ms. Dacy, Planning Coordinator, stated t 's is a request by Holiday Plus to relocate the garden storage a from the northeast corner to the southeast corner of their b ' ding. She stated access would only be from the inside of th tore. Ms. Dacy stated the Plan ' g Commission recommended approval of the request subject to en stipulations. She stated in regard to Stipulation No. for the development of a long-range site improvement p for the rear of the building, a letter was received f the petitioner objecting to this stipulation. She stated Dave Hoeschen from Holiday Companies is here this eve ' g to address this issue. FRIDLEY CITY COUNCIL MEETING OF APRIL 23, 1990 PAGE 11 stated he does not have a resume submitted, but wants to become more involved in City activities. MOTION by Councilman Fitzpatrick to nominate Clifford Johnson, Jr. , 5156 Hughes Avenue, for appointment to the Appeals Commission. There being no further nominations, Mayor Nee declared the nominations closed. MOTION by Councilman Schneider to cast a unanimous ballot for the appointment of Clifford Johnson, Jr. , 5156 Hughes Avenue, to the Appeals Commission for the term expiring April 1, 1991. Seconded by Councilwoman Jorgenson. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. MOTION by Councilman Schneider to table the balance of the appointments. Seconded by Councilwoman Jorgenson. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. NEW BUSINESS• 4. FIRST READING OF AN ORDINANCE TO AMEND THE CITY CODE OF THE CITY OF FRIDLEY MINNESOTA BY MAKING A CHANGE IN ZONING DISTRICTS: Ms. Dacy, Planning Coordinator, stated this rezoning is for property in the southeast corner of Mississippi Street and East River Road. She stated the proposal is to rezone from R-1 to C-1 in order to remove the existing Spur Station and reconstruct a new building. She stated the house and garage on the parcel would be removed to allow the new construction. Ms. Dacy stated the Planning Commission has recommended approval of the rezoning subject to two stipulations: (1) approval of the special use permit and variance requests; and (2) the parcels shall be combined into one tax parcel. MOTION by Councilman Fitzpatrick to waive the reading and approve the ordinance upon first reading, with the following stipulations: (1) subject to approval of the special use permit and variance requests; and (2) the parcels shall be combined into one tax parcel. Seconded by Councilwoman Jorgenson. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. r t 92�9�.8 STATE OF MINNESOTA CITY COUNCIL PROCEEDINGS COUNTY OF ANOKA CITY OF FRIDLEY In the Matter of a special use permit, SP #90-01 SPECIAL USE PERMIT Murphy Oil Company , Owner The above entitled matter came before the City Council of the City of Fridley and was heard on the 23rd day of April , 19-10—, on a petition for a special use permit pursuant to the City of Fridley' s Zoning Ordinance, for the following described property: To allow a motor vehicle fuel and oil dispensing service as an accessory use to a convenience store, generally located at 6485 and 6443 East River Road N.E. (see attached for complete legal) . IT IS ORDERED that a special use permit be granted as upon the following conditions or reasons: 1 . Reconstruct the existing sidewalk to a minimum width of five feet from the south property lines around the site to the northeast corner. (over) STATE OF MINNESOTA ) COUNTY OF ANOKA ) OFFICE OF THE CITY CLERK CITY OF FRIDLEY ) I, Shirley A. Haapala, City Clerk for the City of Fridley with and in for said City of Fridley, do hereby certify that I have compared the foregoing copy and Order granting a special use permit with the original record thereof preserved in my office, and have found the same to be a correct and true transcript of the whole thereof. IN TESTIMONY WHEREOF, I have hereunto subscribed my hand at the City of Fr' ey, Minnesota, in the County of Anoka on the day of Vef DRAFTED BY: City of Fridley 6431 University Avenue N.E. Fridley, MN 55432 C SHIRLEY A. APALA, CIT CLERK (SEAL); 2. Drainage calculations shall be submitted to the Engineering Department prior to issuance of a building permit. 3. The driveway issue shall be resolved with Anoka County prior to issuance of a building permit. 4. Approval of the variance request. PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice is hereby given that there will be a Public Hearing of the Fridley Planning Commission at the Fridley Municipal Center, 6431 University Avenue N.E. on Wednesday, March 14, 1990 at 7:30 p.m. for the purpose of: Consideration of a Special Use Permit, SP #90-01, by Murphy Oil Co. , per Section 205.13.0l.C.7 of the Fridley City Code, to allow a motor vehicle fuel and oil dispensing service as an accessory use to a convenience store on Lot 10, Revised Auditor's Subdivision No. 23, and that part of Lot 33, Revised Auditor's Subdivision No. 23, Anoka County, Minnesota, described as follows to wit: Commencing at the Northeast corner of said Lot 33, thence West along the North line of said Lot 33, 125.43 feet more or less to the East line of the East River Road, as the same is now laid out and constructed, thence Southeasterly along the Northeasterly line of said East River Road 55 feet, thence Northeasterly a distance of 114.4 feet more or less to a point on the east line of said Lot 33 said point being distant South 22. 1 feet from the Northeast corner thereof, thence Northwesterly along the Northeasterly line of said Lot 33, 22 . 1 feet to the point of beginning together with that portion of the Northeasterly 1/2 of the East River Road included within the extension of the Northerly and Southerly lines of this description, according to the duly recorded plat thereof on file and of record in the office of the Registrar of Deeds in and for Anoka County, Minnesota. Subject to public streets and highways and to easements, covenants and restrictions of record, if any. AND, Lot 33, Revised Auditor's Subdivision No. 23, Anoka County, Minnesota, except that part described as follows: Commencing at the Northeast corner of said Lot 33; thence West along the North line of said Lot 33, 125.43 feet, more or less, to the East line of the East River Road, as the same is now laid out and constructed; thence Southeasterly along the Northeasterly line of said East River Road 55 feet; thence Northeasterly a distance of 114.4 feet, more or less, to a point on the East line of said Lot 33, said point being distant South 22. 1 feet from the Northeast corner thereof; thence Northwesterly along the Northeasterly line of said Lot 33, 22. 1 feet to the point of beginning together with that portion of the Northeasterly one-half of the East River Road included within the extension of the Northerly and Southerly lines of this description, according to the recorded plat thereof and situate in Anoka County, Minnesota, and subject to an easement for road purposes as described in Document Number 332565, generally located at 6485 and 6443 East River Road N.E. , respectively (Spur Station) . Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place. DONALD BETZOLD CHAIRMAN PLANNING COMMISSION Publish: February 28, 1990 March 7, 1990 Any questions related to this item may be referred to the Fridley Community Development Department, 571-3450. FRIDLEY CITY COUNCIL MEETING OF APRIL 23, 1990 PAGE 12 5. VARIANCE REQUEST, VAR #90-02 , TO REDUCE THE RE D SIDE YARD SETBACK N STREET SI OFA CORNER OM 35 FEET TO 30 FEET; O DUCE HE RE UIRED PARKIN D SURFACE S TBACK FROM THE STREET IGHT-OF-WAY FROVLIbi FEET TO 9 FEET AND 10 FEET, NE LL C TED r-A A 3JCND 6 485 E ST RIVER ROAD N.E. STATION) . P Ms. Dacy, Planning Coo nator, stated the petitioner bas met the criteria for a hard p and the Appeals Commission has recommended approval of the variance requests. MOTION by C cilman Fitzpatrick to grant the variances -requested under V 90-02. Seconded by Councilman Schneider. Upon a voice vote all voting aye, Mayor Nee declared the motion carried un imously. 6. `•PECIAL USE PERMIT. SP #90-01 TO ALLOW_A MOTOR VEHICLE FUEL AND OIL DISPENSING SERVICE AS AN ACCESSORY USE TO A CONVENIENCE STORE GENERALLY LOCATED AT 6443 AND 6485 EAST DIVER ROAD N E (SPUR STATION . BY MURPHY OIL COMPANY: MOTION by Councilman Fitzpatrick to grant Special Use Permit, SP #90-01 with the following stipulations: Immleconstruct the existing sidewalk to a minimum width of' five feet from the south property lines around the site to the northeast corner, Drainage calculations shall be submitted to the Engineeri.n Department prior to issuance of a building permit, %The driveway issue shall be resolved with Anoka County prior to issuance of a building permit, and ;_ Lpproval of the various request. Seconded by Councilwoman Jor ' neon. Upon a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. 7. RECEIVE THE MINUTES OF THE PLANNING COMMISSION MEETING OF APRIL 11, 1990: A. SPECIAL USE PERMIT SP 90-04 TO ALLOW GARDEN TERS OR NURSERIES WHICH REQUIRE OUTSIDE DISPLAY O STORAGE OF MERCHANDISE ON IAT 1 BLOCK 1 HOLIDAYK6RTH 1ST DDITIONGENERALLY LOCATED AT 250 57T ENUE N.E. HOLIDAY PLUS STORE BY HOLIDAY COM IES: Ms. Dacy, Planning Coordinator, stat this is a request by Holiday Plus to relocate the garden stora area from the northeast corner to the southeast corner of their uilding. She stated access would only be from the inside of t store. Ms. Dacy stated thePlan ng Commission recommended approval of the request subject to s en stipulations. She stated in regard to Stipulation No. for the development of a long-range site improvement pl for the rear of the building, a letter was received fro the petitioner objecting to this stipulation. She stated Mr Dave Hoeschen from Holiday Companies is here this evening o address this issue. •` • 920918 Nume:ianl Grantor Grantee Roomrded Checked Margin TY. gdew G 0 77 1�• t f••, E µ OFFICE OF COUNTY IIECW90ER STATE OF MINNESOTA,COUNTY OF ANOKA I hereby CeNty that the within instru- ment was f9ed in this offrce for record on ft Cl /U opt M.,and was duty recorded 0 a �..� . Rocordor By a"J co" SHIRLEY A. HAAPALA FRIDLEY CITY CLERK 6421 UNIVERSITY AVE NE FRIDLEY MN 55432 Community Development Department PIANNiNGDmSION City of Fridley DATE: May 16, 1991 TO: William Burns, City Manager FROM: Barbara Dacy, Community Development Director SUBJECT: Extension of Special Use Permit, SP #90-01, by Murphy Oil Co. Special use permit, SP #90-01, for Murphy Oil Co. to allow automobile fuel and oil dispensing as an accessory use to a convenience store expired April 23, 1991. Staff contacted Murphy Oil Co. during the week of March 18 - 22 , 1991 requesting a letter to request an extension of the special use permit for another year. We have now received a letter from Murphy Oil which indicates that they intend to continue with the project. Staff recommends that the City Council extend special use permit, SP #90-01, for an additional six months. MM/dn M-91-334 • `�. � i V�`�,�-c- r�,��i Gtr, V7 SUITE 304 MURPHY 4600W.77TH STREET OIL USA, INC. MINNEAPOLIS.MINNESOTA 55435 May 9, 1991 Michele McPherson Planning, City of Fridley 6431 University Avenue N.E. Fridley, MN. 55432 RE: Fridley SPUR 6485 E. River Rd. SP #90-01 Dear Michele: Murphy Oil is still intending to go ahead with this project. Due to budget cut backs, and high cost of construction cost last year, we put this project on hold. We now have a go-ahead for 1991. I am sorry for any inconvenience this has caused you or the City of Fridley. I will be in my Minneapolis office if you have any questions, the week of May 13 to 17th. Please call me at 835-3611. Thank you. Sincerely, MUR OIL S , IN Gary Andelin Construction Supervisor GKA/mts SPUR CITY OF FRIDLEY FRIDLEY MUNICIPAL CENTER •6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 • (612)571-3450• FAX (612)571-1287 May 16, 1991 Gary Andelin Murphy Oil USA Inc. 4600 West 77th Street, #304 Minneapolis, MN 55435 Dear Mr. Andelin: I have received your letter dated May 9, 1991. After reviewing the case file for the special use permit request, SP #90-01, we have determined that since you received a moving permit on July 31, 1990 that we would allow an administrative extension of the special use permit until July 31, 1991. If we do not receive a building permit application by this date, we will consider the special use permit and variance null and void on that date. Any building permit application received after that date would require that you reapply for the special use permit and variance. If you have any questions or concerns regarding this issue, please contact me at 572-3593 . Sincerely, l,L" Q Vl, Michele McPherson, BLA Planning Assistant MM/dn C-91-149 LHB ENGINEERS & ARCHITECTS 4550 West 77th Street • Suite 205 • Edina, Minnesota 55435 • 612/831-8971 • FAX 612/831-0115 -" &Kv-� MEMORANDUM Date: July 12, 1991 To: Michele McPherson, City of Fridley Planning Department From: Tom Rit7er Re: Spur Station, 6485 East River Road In response to your telephone conversation with Jerry Putnam (7/12/91) , LHB agrees to complete the following prior to approval by the City of Fridley: 1. Respect parking setback of twenty feet at east property line. 2 . Widen parking stalls to ten feet, without decreasing the proposed number of stalls by more than one. 3 . Widen sidewalk to five feet at west building wall. 4 . Provide a three feet tall earth berm or hedge along public right of way to provide visual screen if no screen exists within the property line. 5. Add five trees to planting plan (deciduous and/or evergreen) . �r 6. Submit three copies of each the revised site plan and the revised planting plan to the City of Fridley Planning Department. 7. Submit copy of site plan to Anoka County for review of northern most entry drive on East River. Road. 8 . Provide adequate instructions for the pj:ocecLion of cxisting vegetation during demolition and construction. 9. Require Murphy Oil, U.S.A. to notify owners of adjacent C�o properties of the demolition of existing fencing and the construction of new fencing. Murphy Oil, U.S.A. shall Qqrinform owners of date of demolition, duration of construction and availability of site plans at the City of Fridley (contact Michele McPherson, 572-3593) . 0 Require Murphy Oil, U.S.A. to file an Outdoor Improvement �1 Bond worth three percent of total construction cost (contact Michele McPherson, 572-3593) . '11. Require Murphy Oil, U.S.A. to file all applicable signage permits with the City of Fridley. Edina, Minnesota • Duluth, Minnesota • Superior, Wisconsin 12. Extend planting to twenty-five feet from north and northwest entry drives. 13 . Add to site plans note refering contractor to Anoka County Highway Department regarding traffic signal conduits. In addition to the above items, we understand that the permit will not be granted .mess the City of Fr Ailey receives the following: �` Written review of site plan from Anoka County regarding northern most entry drive on East River Road. Written report from MPCA stating no contamination of soil, or reporting clean-up thereof in the case of contmina ion. Copy: Gary Andelin, Jerry Putnam, File COUNTY OF ANOKA Department of Highways Paul K. Rnnd, Highway Engineer 1440 BUNKER LAKE BLVD NW, ANDOVER, MINNESOTA 55304 612-754-3520 July 31, 1991 City of Fridley 6431 University Ave NE Fridley, MN 55432 Attn: Mark A. Winson, P.E. Assistant Public Works Dir. RE: Proposed Murphy Mart 6485 East River Rd. Dear Mr. Winson: Thank you for the opportunity of reviewing the plan for the proposed Murphy Mart located at the southeast corner of the intersection East River Road and Mississippi Street. We have the following comments on the plan. There is a storm sewer available to discharge this flow into. Said storm sewer is located approximately 200 feet south of the project sight and there is a catch basin located on the east side of East River Road. For that reason it would seem logical that the four inch PVC discharge line from the pumping station could be constructed along East River Road to discharge into said catch basin. The discharge of a half cubic foot per second of flow into the curb line of East River Road is unacceptable from a safety perspective. In addition in reviewing the plan we note that there are two driveways proposed on East River Road and one proposed on Mississippi Street. We would submit that one access on each street should be sufficient and would request that the city limit access to two driveways one on each roadway. In addition all of the sites should be graded so that his water flows into the pond first and into the storm sewer system rather than discharging directly out the driveway entrances onto the roadway. Should you have any questions on this please feel free to contact me at 754-3520. qcerely,G. Olson, P.E. puty County Engineer cc: John Flora, Public Works Director ljr/MMART Affirmative Action / Equal Opportunity Employer CITY OF FRIDLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612)571-3450• FAX (612)571-1287 August 27, 1991 PW91-180 Mr. Jerry Putnam LHB Architects & Engineers 4550 West 77th Street, Suite 205 Edina, MN 55435 SUBJECT: Murphy Mart - 6485 East River Road Dear Mr. Putnam: Based on the comments from the Anoka County Highway Department staff in their letter of July 31, 1991, and at our meeting, with them on August 23, 1991, the following items need to be changed before a building permit will be released 1. The detention pond outlet should be connected to the existing catch basin located approximately 200 feet south. Based on our records, the invert of the catch basin is 836. 0. This connection would be maintained by the owner. This discharge line could be PVC and I would recommend clean outs approximately every 100 feet. 2 . The northern-most driveway access on East River Road should be narrowed to 15 feet and the radius modified to create a "right-in only" . This access point should be signed "No Exit" . 3 . The western side of the convenience store should be signed "No Parking" . If you have any questions, please contact me at 572-3551. Sincerolyl/ Mk A. Winson, P.E. A sistant Public Works Director MAW/ts September 25 , 1991 TO WHOM IT MAY CONCERN: We think that it would be beneficial to everyone involved with the new fence, which is to be installed by Murphy Oil Company between our property and the new Spur gas station to: 1 . Remove all lilacs which are and will be dying out before installing the new fence. We think that i* would be easier and less expensive to remove the lilacs , l (one) pine tree and 1 (one) locust tree while the new construction is in progress. We think that an 8 (eight ) foot Cyclone fence with Vinyl inserts , which is to be built on a mound of dirt; would provide more privacy and more protection for our property. It would also keep debris from blowing through onto our property and there also would be less up keep than with a wooden fence . We think that by planting the Buckthorn shubbery every 2 ( two) feet apart , along the east side of the fence would make a very attractive view. Some of the disadvantages of a wooden fence are : 1 . Up keep 2. Broken boards 3 . Rotting of posts 4. Vandalism 5. Painting or staining 6. Debris blowing through onto our property constantly Thank you, ✓y �/ / Y I , CITYOF FRIDLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(612)571-3450• FAX (612)571-1287 October 4, 1991 John W. Kimbler 80 Mississippi Way N.E. Fridley, MN 55423 Dear Mr. Kimbler: I am in receipt of a letter dated September 25, 1991 requesting that the wooden fence as part of the new Murphy Oil construction project be replaced with a cyclone fence and vinyl slats. In order to properly handle this request, the City needs to be assured that all property owners immediately abutting the property to the east and south sides are agreeing to this request. Please submit a letter with the addresses of the signatures -that you originally submitted, plus the status of the position of all of the neighbors surrounding the property. Once the names and addresses have been submitted, we will schedule this item for a City Council meeting. The requirement for a wood fence and maintaining existing vegetation was a requirement of the special use permit passed by the City Council. Authorization from the City Council is necessary prior to changing the plans, since this is a substantial requirement of the plan. Thank you for your cooperation to date. Sincerely, Barbara Dacy, AICP Community Development Director BD/dn C-91-339 C] Community Development Department DPLANmNGDmsioN City of Fridley DATE: October 11, 1991 TO: Barbara Dacy, Community Development Director FROM: Steven Barg, Planning Assistant SUBJECT: Property at 6485 East River Road/SP #90-01 As you are aware, John Kimbler of 80 Mississippi Way N.E. , has submitted a letter requesting that changes be made with respect to the proposed fencing and landscaping for the Spur expansion project. This letter is signed by his immediate family, plus Dean Janke, who lives in another house which shares the same address as Mr. Kimbler. The only other property directly adjacent to Spur is the residence at 6437 East River Road. Earlier today, I spoke with the owner of this property, Anthony Bazoff, concerning Mr. Kimbler's request. Mr. Bazoff stated that he strongly opposes any changes to the proposed fencing and landscaping where it abuts his property. However, he indicated that he would not object to Mr. Kimbler's requested changes on that portion of the site which does not abut his property. Please let me know if I can be of further assistance in this matter. SB: ls M-91-745 LHB ENGINEERS & ARCHITECTS 4600 West 77th Street.Suite 302•Minneapolis, Minnesota 55435•612/831-8971 . FAX 612/831-0115 MEMORANDUM Date: October 24, 1991 To: Barbara Dacy, John Kimbler, Dewey Lagow From: Tom Ritzer Re: Spur Station, 6485 East River Road I want to confirm the following about our meeting at the construction site today (Thursday, 10/24/91) : 1. All present agreed that removal of the existing lilacs bordering John Kimbler's property is an acceptable course of action. 2 . All present agreed that the fir tree growing among the lilacs, to the southwest of the Spur building, should remain. It was decided, however, that the black locust growing inside Murphy Oil's south property line should be removed. 3 . Dewey and John recommended removal of the lilacs along Murphy Oil's south property line. Barbara agreed to consult the property owners immediately to the south of the construction site about such action. 4 . Pending approval by Murphy Oil Inc. , all lilacs will be replaced by approximately (40) Columnar Buckthorn Shrubs (Rhamnus frangula 'Columnaris' ) . These shrubs shall be no less than three feet tall at the time of planting and shall be spaced at five feet on center. 5. The existing wooden screen fence shall be replaced by a new wooden screen fence. All present agreed that the 3/4" board spacing on the new fence will be sufficient to prevent any trash from blowing onto John Kimbler's property. The new fence shall be placed five feet inside Murphy Oil's property line. The Buckthorn shrubs shall be planted between the new fence and the property line. Minneapolis, Minnesota• Duluth, Minnesota•Superior,Wisconsin w Fridley Spur October 24, 1991 Page 2 6. Barbara recommended that Murphy Oil, Inc. and John Kimbler file a letter of agreement allowing for representatives of Murphy Oil to enter John Kimbler's property in order to maintain the Buckthorn shrubs in the future. Copy: Gary Andelin, Jerry Putnam, file Community Development Department PLANNING DIVISION City of Fridley DATE: October 24, 1991 TO: Gary Andelin Dewey LaGow Tom Ritzer Jeff Kahmke John Kimbler Kathy Franklin FROM: �Barbara Dacy, Community Development Director SUBJECT: Landscaping Along Lot Line Between Spur Station and Abutting Properties This is to confirm the landscaping plan along the abutting lot lines of the reconstructed Spur Station at 6485 East River Road N.E. The Lilac bushes along the Kimbler property and the Franklin property will be removed and replaced with Buckthorn bushes planted five feet on center. The Buckthorn plantings will be placed between the property line and the proposed wood fence which is to be located five feet into the Spur property from the lot line. The Locust tree in the southeast corner of the Spur Station property will be removed. The Pine tree located midway along the east lot line will remain. Owners of the Spur Station will be responsible for maintaining the Buckthorn vegetation. Should there be any questions regarding this, please feel free to contact me at 572-3590. BD/dn M-91-782 U Community Development Department Q PLANNING DIVISION City of Fridley DATE: November 20, 1991 TO: L,�S pecial Use Permit File Address File FROM: Barbara Dacy, Community Development Director SUBJECT: Spur Station Landscaping Follow-up I spoke with Tom Ritzer on Monday, November 18 , 1991 regarding the status of Murphy Oil ' s position on the landscaping along the east lot line. I advised him to proceed with planting the Buckthorn bushes five feet on center along the entire east lot line as agreed to in the site meeting. BD/dn M-91-841 cc: Tim Ritzer, LHB Gary Andelin, Murphy Oil �6t '70 -o� LHB ENGINEERS & ARCHITECTS 4600 West 77th Street.Suite 302. Minneapolis, Minnesota 55435•612/831-8971 • FAX 612/831-0115 March 5, 1992 City of Fridley _ Y Fridley Municipal Center 6431 University Avenue Fridley, Minnesota 55432 RE: CHANGE OF ADDRESS You currently have an incorrect address for our company. Please update your records with the following address: LHB ENGINEERS & ARCHITECTS 4600 West 77th Street Suite 302 Edina, MN 55435 This will enable us to receive your mail on a timely basis. Thank you, EANNE BENICR Minneapolis, Minnesota• Duluth, Minnesota 9 Superior,Wisconsin CIIYOF FRIDLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE.N.E. FRIDLEY,MN 55432•(612)571-3450•FAX(612)571-1287 March 12, 1992 Gary Andelin Murphy Oil Company 4600 West 77th Street, Suite 304 Minneapolis, MN 55435 RE: Property at 6485 East River Road Dear Mr. Andelin: On April 23 , the Fridley City Council issued a special use permi x allow a motor vehicle fuel and oil dispensing service° as an accessory use to a convenience store at the above referenced location. As part of this project, Spur was to remove the fence which had existed along the east side of the site and replace it with a 6 foot high wooden fence. While the original fence has been removed, the new fence has yet to be constructed. It is important that this be done as soon as possible to create a buffer and minimize the impact of the expanded station on adjacent residential property to the east. Recently, the City received a complaint from a resident about noise, lights, and other possible nuisance conditions resulting from operation of the expanded facility (please review the attached letter for further information) . While I realize that some of the issues raised in this letter involve items that would be extremely difficult for on-site management to fully control, I am requesting that you review this letter and respond to all of the items raised in it. This will help us to coordinate the City' s response to this individual 's issues. Feel free to call me at 572-3595 if you have questions or wish to discuss this further. Thanks for your cooperation. Sincerely, Steven Barg Code Enforcement Officer SB: ls CE-92-60 CITYOF FRIDLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE. N.E. FRIDLEY,MN 55432•(612)571-3450•FAX(612)571-1287 April 16, 1992 Gary Andelin Murphy Oil Company 4600 West 77th Street, #304 Minneapolis, MN 55435 Subject: Property at 6485 East River Road N.E. , Fridley Dear Mr. Andelin: This is to confirm the information discussed at the recent meeting conducted at the. above-referenced site on April 8 , 1992 and in a follow-up .conversation with me on April 15, 1992 . On these occasions, we discussed issues pertaining to expansion of the Spur Station resulting from your special use permit approval, SP #90- 01. During the follow-up conversation with me on April 15, 1992, you agreed to install an eight foot fence along the east property line northward to the north end of the parking area, and six feet in height from that point to the sidewalk. Please take action to install this fence as soon as possible. In addition, we discussed a number of issues raised by the property owner directly to the east. From this discussion, it is my understanding that .you agreed to take the following actions: 1. Move the air pump located at the southeast corner of the building, or reduce the sound level from the pump. 2 . Reduce sound level emitted, or discontinue use of the intercom during the late night hours. 3 . Install a sign along the parking area at the southeast corner of the site requesting that customers turn off their engines while they are in the store. 4 . Instruct night-time attendants to monitor and attempt to deal with problem behavior occurring in the parking area and near the pumps. Gary Andelin April 16, 1992 Page 2 5. Study the issue pertaining to brightness of the canopy lights and respond with a plan to correct the situation should the information obtained suggest that a problem does exist. The City greatly appreciates your cooperation and continued efforts in trying to resolve these issues prior to completion of the fencing and landscaping, and any further work connected with this project. Please feel free to call me at 572-3595 if you have questions or wish to discuss this further. Thanks for your cooperation! Sincerely, Steven Barg Planning Assistant SB/dn CE-92-115 CITYOF FRJDLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE.N.E. FRIDLEY,MN 55432•(612)571-3450•FAX(612)571-1287 April 16, 1992 John Kimbler 80 Mississippi Way N.E. Fridley, MN 55432 Subject: Property at 6485 East River Road N.E. Dear Mr. Kimbler: This letter is to confirm the information discussed during the recent meeting at the above-referenced site. At that time, we agreed as to how the fencing was to be installed, and Gary Andelin of Murphy Oil agreed to take some additional actions in an attempt to alleviate the problems that you have been experiencing (please review the attached letter sent to Mr. Andelin for further information) . As a result of the fencing arrangements agreed upon, the fence to be installed will exceed four feet in height from the front corner of your house out to the sidewalk. It is our understanding that you do not have any problem or concern with such fencing. Please submit a brief letter to my attention indicating that this statement is accurate. Please feel free to call me at 572-3595 if you have questions or wish to discuss this further. Sincerely, Steven Barg Planning Assistant SB/dn CE-92-116 CCTY OF FRIDLEY FRIDLEY MUNICIPAL CENTER •6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432•(612)571-3450• FAX(612)571-1287 June 15, 1992 Gary Andelin Murphy Oil Company 4600 West 77th Street, #304 Minneapolis, MN 55435 RE: Property at 6485 East River Road N.E. Dear Mr. Andelin: Recently I contacted you by telephone to discuss maintenance at the above referenced site. At that time, I indicated that it appeared that sodding and landscaping would need to be replaced along the east side of the property. You indicated that you were aware of this situation and had instructed the contractor to return to this location and correct the problem. I requested that you contact me when this work is to be completed so that I may meet with you and others involved to review the situation and address any possible concerns. Please call me at 572-3595 to let me know when you are going to meet at the site so that I can be present. Thank you for your cooperation. Sincerely, Steven Barg Planning Assistant SB:ls CE-92-283 [� Community Development Department l� PLANNING DIVISION City of Fridley DATE: June 15, 1992 TO: FILE FROM: Steven Barg, Planning Assistant SUBJECT: Property at 6485 East River Road On June 5, 1992, I met with John Kimbler who lives directly east of the above referenced site. Mr. Kimbler showed me numerous areas along the east side of the Spur property where the new sodding and landscaping was dead or dying due to apparent lack of water. In addition, he pointed out that the ground under the sod and adjacent to it was somewhat uneven and had ruts due to equipment that had been used by the contractors during some of the site work. Subsequently, I contacted Gary Andelin of Murphy Oil to discuss this matter. He indicated that he was aware of the situation and had instructed the landscaping contractors to return to the site to make the necessary corrections. I stated that I wished to be present in a meeting with all parties involved prior to the sodding and landscaping replacement. Mr. Andelin agreed to contact me so that I may be present at such a meeting. I sent Mr. Andelin a followup letter (copy attached) confirming this information. This memo is for information purposes only. SB:ls CEM-92-44 CITYOF FRIDLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432•(612)571-3450• FAX(612)571-1287 July 20, 1992 Gary Andelin Murphy Oil Company 4600 West 77th Street, #304 Minneapolis, MN 55435 RE: Property at 6485 East River Road Dear Mr. Andelin: Last month I contacted you by telephone to discuss the need to have sodding and landscaping replaced along the east side of the above referenced site. You stated that you were aware of the problem and had made arrangements with a contractor to correct this situation within two weeks. On June 15, 1992, I sent a follow-up letter (copy enclosed) confirming the information which we had discussed. Recently, I inspected the site and spoke with the property owner directly east of this location. It does not appear as though the necessary improvements have been made and I have not heard from you during this time. It is important that action be taken to correct this situation as soon as possible. In addition, you had previously agreed to post signs along the east parking area and near the gas pumps indicating that engines should not be running unless the vehicle is in use. Please take action to complete this item as soon as possible. Enclosed is a copy of the performance bond for outdoor improvements on this site. You should take appropriate action to correct the sodding and landscaping deficiencies along the east side of this site on or before August 10, 1992 . Should the problem not be resolved by this date, the City will take action in accordance with the terms of this performance bond to correct the problem. Feel free to call me at 572-3595 if you have questions or wish to discuss this further. Thanks for your cooperation. Sincerely, Steven Barg Code Enforcement Officer SB: ls CE-92-357 �4 � CASES BY ADDRESS: 6485 E RIVER RD NE 12/2/2005 Complaint Date Opened By Complaint Description Case Notes Actions 11/22/200 Jones Replaced wooden*A fence with chain Scott&Julie J resolved issue with Paul Muilenberg,(651-439-5755)attorney, link fence w/o slats and trimmed back without issuing letters,telling them they needed to put slats in the fence and dying bushes so there's no landscape if trimmed bushes did not branch out in spring to provide adequate screening, screening either.Gas station is now open they would need to be replaced. 24 hours/day with pay at the pump. 11/23/2005 First Inspection 11/23/2005 Other 11/29/2005 Grant Extension Has fence withstood winter with slats in it?Are bushes exhibiting new growth to provide screening? 5-15 1 of 1 I Z W C"01 I. qt W) LO > I - c U) (D LO • U') L) w -6 U) co OP V) co z c co co cy < rn OD 40 - 0: C14 o 2 cr) LLJ ck: 0 N CV CO CO 0 LLJ W m z LZ ce, 4-0 C-4 NQ co U) 4- c CV X C4 c -5,5 �5 < C) U_ u Wqt C/) W U_ U6 l tL_ _ � ICI Q11 O -i --n -A -Z IT s I 2- (��6 72 -A 71 4- _z Qi � °-- -3 3: o -Z ui A 4\ 2 X 0 U6 l tL_ _ � ICI Q11 O -i --n -A -Z IT s I 2- (��6 72 -A 71 4- _z -0 Qi � °-- o ui U. to 0 (D < 46. 2 6 0 C3 z 0_0 0-o-, (j Q: 0- ca (a a. 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