Loading...
03/25/1992 Planning Commission Meeting Agenda Wednesday, March 25, 1992 7:30 p.m. Public copy City of Fridley AGENDA PLANNING COMMISSION MEETING WEDNESDAY, MARCH 25, 1992 7:30 P.M. LOCATION: Fridley Municipal Center, 6431 University Avenue N.E. CALL TO ORDER: ROLL CALL: APPROVE PLANNING COMMISSION MINUTES: February 26, 1992 CONSIDERATION OF A PRELIMINARY PLAT. P.S. # 92-01, BY FRIDLEY VFW POST #363, VFW ADDITION: To replat that part of the East 46 acres of the West 1/2 of the Northwest 1/4 of Section 12, Township 30 North, Range 24 West, Anoka County, Minnesota, described as follows: Commencing at a point on the North line thereof distant 10 rods East of the Northwest corner thereof; thence South parallel with the West line of said East 46 acres, a distance of 264.00 feet; thence West parallel with the North line of said Northwest 1/4 to the West line of said East 46 acre tract; thence South along the West line thereof 359.5 feet; thence East parallel with the North line thereof, a distance of 538.73 feet, more or less, to the Westerly right-of-way line of State Trunk Highway 65, so called as the same is now laid out and constructed; thence Northwesterly along said Westerly right-of-way line to the North line of said West 1/2 of the Northwest 1/4; thence West along the North line thereof to the point of beginning, subject to the rights of the public over the North 33.0 feet thereof for road purposes, except Lots 1, 2, 3, and Outlot 1, in Block 1, Lampert's Addition to the City of Fridley, and Lots 2, 3, and Outlot 1, Block 1, Lampert's Addition to the City of Fridley. Generally located at 1040 Osborne Road N.E. CONSIDERATION OF A REZONING, ZOA #92-01, BY FRIDLEY VFW POST #363: To rezone Lot 1, Block 1, VFW Addition from M-1, Light Industrial to C-2, General Business, generally located at 1040 Osborne Road N.E. CONSIDERATION OF A SPECIAL USE PERMIT, SP #92-01, BY WALTER KLUS: Per Section 205.13.01.C. (7) of the Fridley City Code, to allow motor vehicle fuel and oil dispensing service as an accessory use to a convenience store, on Lot 1, Block 1, Pearson's 1st Addition, the same being 7883-7899 East River Road N.E. (Riverboat Shopping Center) CONSIDERATION OF AN AMENDMENT TO THE WATER AND SEWER CHAPTER OF THE CITY OF FRIDLEY COMPREHENSIVE PLAN ...................... Planning Commission Meeting Agenda March 25, 1992 Page 2 RECEIVE THE MINUTES OF THE PARKS AND RECREATION COMMISSION MEETING OF FEBRUARY 3, 1992 RECEIVE THE MINUTES OF THE HOUSING & REDEVELOPMENT AUTHORITY MEETING OF FEBRUARY 13 , 1992 RECEIVE THE MINUTES OF THE ENVIRONMENTAL QUALITY AND ENERGY COMMISSION MEETING OF FEBRUARY 18, 1992 RECEIVE THE MINUTES OF THE HUMAN RESOURCES COMMISSION MEETING OF MARCH 5, 1992 RECEIVE THE MINUTES OF THE APPEALS COMMISSION MEETING OF MARCH 10, 1992 RECEIVE THE MINUTES OF THE HOUSING & REDEVELOPMENT AUTHORITY MEETING OF MARCH 12, 1992 OTHER BUSINESS: Memo from Barbara Dacy regarding Final Environmental Impact Statement (EIS) for Light Rail Transit (LRT) ADJOURN: CITY OF FRIDLEY PLANNING COMMISSION MEETING, FEBRUARY 26, 1992 CALL TO ORDER: Chairperson Betzold , called the February 26, 1992, Planning Commission meeting to order at 7: 30 p.m. ROLL CALL: Members Present: Don Betzold, Dave Kondrick, Sue Sherek, Larry Kuechle, Connie Modig, Brad Sielaff Members Absent: Dean Saba Others Present: Michele McPherson, Planning Assistant APPROVAL OF FEBRUARY 12 , 1992 , PLANNING COMMISSION MINUTES: MOTION by Mr. Kondrick, seconded by Ms. Modig, to approve the February 12, 1992, Planning Commission minutes as written. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. 1. CONSIDERATION OF A SPECIAL USE PERMIT, SP #91-10, BY TIMOTHY HUTCHINSON: Per Section 205.24 .24 (D) of the Fridley City Code, to allow construction in the CRP-2 (flood fringe) on Lots 21, 22, 23 , and 24, Block V, Riverview Heights, generally located at 8021 Riverview Terrace N.E. MOTION by Ms. Modig_, seconded by Mr. Kondrick, to open the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE PUBLIC HEARING OPEN AT 7:32 P.M. Ms. McPherson stated this request is for the issuance of a special use permit to allow construction of an addition to a single family dwelling in a CRP-2 (flood fringe) district. The lot is generally located between Dover Street and Ely Street on Riverview Terrace and is addressed as 8021 Riverview Terrace N.E. The property is currently zoned R-1, Single Family Dwelling, as are the surrounding properties. The petitioner is proposing to construct an addition to the existing house and garage. The existing dwelling was built in 1966 and does contain a basement. PLANNING COMMISSION MEETING, FEBRUARY 26, 1992 PAGE 2 Ms. McPherson stated that when the Commission first heard the request in September, 1991, the petitioner was proposing to construct a full basement for the addition. Under the guidelines for a special use permit, those areas which can be considered habitable are not allowed below the 100 year regulatory flood elevation. This meant that the basement as originally proposed would violate that requirement. Ms. McPherson stated that since that time, staff has worked with the petitioner and the Department of Natural Resources (DNR) to reach a solution which would allow the petitioner to construct an addition and still meet the requirements. A compromise approved by the DNR is that the petitioner would be allowed to construct a full depth basement under the addition meeting all the flood proofing requirements, i.e. , no windows, appropriate construction, etc. Within the basement, the petitioner will construct a false floor to reduce the ceiling height to 5 feet. The Building Code requires that habitable spaces have a minimum ceiling height of 7 feet. Therefore, the proposed area would no longer be considered habitable and could still be used for storage. Ms. McPherson stated that in addition to allowing the construction in this manner, staff is recommending additional stipulations to ensure that the false floor remains in place until a time when the City has received Army Corp of Engineer approval to remove the flood fringe regulations. Stipulations as outlined in the staff report are as follows: 1. The crawl space shall be flood-proofed in accordance with all applicable codes, and shall not exceed a height of five feet. 2 . A hold harmless agreement releasing the City of all liability and stipulating that the crawl space shall not ' be altered without approval from the City shall be recorded against the property. 3 . An elevation certificate completed by a certified surveyor verifying the elevation of the first floor of the addition shall be submitted once construction is completed. Ms. McPherson stated staff is recommending approval of Special Use Permit, SP #91-10, with the stipulations. Mr. Betzold stated that in the letter written on November 24 a reference was made that a surveyor verify that the addition meets these requirements. Is this the same thing that staff is saying in the stipulations? PLANNING COMMISSION MEETING FEBRUARY 26 1992 PAGE 3 Mr. McPherson stated that is correct. The petitioners were considering having a surveyor come before construction but have decided to wait until after construction. Mr. Betzold asked what would happen if they find it does not comply. Ms. McPherson stated the proposed plans will need to be reviewed by a builder and an architect who will likely consult with a surveyor in the process of construction. Mr. Kondrick asked if Ms. McPherson knows where the City is in their plans to make changes in the flood plain. Ms. McPherson stated this is a continuing and ongoing process. The Public Works Director, in addition to having the Army Corp of Engineers re-review the elevation requirements and the flood plain regulations in this portion of the City, is also attempting to add this street to the Minnesota State Aid street program so they can use additional gas tax monies for the upgrade and maintenance of the dike and the road itself. Mr. Betzold asked how the City will know if the petitioner takes out the false basement. Ms. McPherson stated the City would have to receive a complaint. There is no way without having some reason to inspect the property that the City has any assurance that the false floor will remain. The City is counting on the good conscience of the petitioner to comply with the stipulations. This will also be on the abstract of title. As far as the City is concerned, the most important thing is that the City has a hold harmless agreement releasing the City from liability. Mr. Sielaff asked what is entailed in flood proofing. Ms. McPherson stated that primarily, there must be no openings and masonry construction. There is a specific federal code that the petitioner would have to meet. This will be reviewed when applying for the building permit. Mr. Hutchinson stated they seem to be in agreement. As far as the survey goes, he is trying to save some money. The surveyor will be out when the corners are set. At that time, the surveyor will do the entire thing. Mr. Betzold asked if it would not be more costly if they find an elevation mistake. Mr. Hutchinson stated a surveyor is at the site when the addition is staked out and the footings placed. 111111111111111.11111.1.11.1. PLANNING COMMISSION MEETING FEBRUARY 26 1992 PAGE 4 Mr. Kuechle asked if they would be surveying when the blocks are up. Mr. Hutchinson stated, yes, when they start construction they will do that. Mr. Betzold stated the elevationctificate is completion? be submitted when completed. Should this prior to Ms. McPherson stated it is City policy that an elevation certificate be submitted. A document from the surveyor that he/she has certified on a particular date that construction has met the requirements can be submitted at any time. Mr. Hutchinson stated he is aware of the requirement. Mr. Hutchinson stated he wanted the construction surveyed so it is at the correct elevation. Ms. McPherson stated the Commission can changen as the stipulation io state "prior to completion" or "as s completed" . Mr. Kuechle stated he wanted to know why the petitioner would want a basement if it cannot be used. lain will be lifted Mr. Hutchinson stated he believes the flood can peas ly be adapted to in the future, and then the basement area a full basement. Mr. Kuechle asked if the petitioner is planning to pour a concrete floor. Mr. Hutchinson stated, yes, with a false wooden floor for storage. Mr. Kondrick asked if the petitioner understood the stipulations. Mr. Hutchinson stated he did. MOTION by Ms. Sherek, seconded by Mr. Kondrick, to close the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSOING CLOSED AT 7 45 DBEZLD ECLARED THE MOTION CARRIED AND THE PUBLIC .M. Mr. Kondrick stated he had no problem with the request as written. He would recommend approval. Ms. Modig agreed. • PLANNING COMMISSION MEETING FEBRUARY 26 1992 PAGE 5 Mr. Betzold stated he would like to see the third stipulation state that the surveyor's certificate be submitted prior to completion of construction. This would be better for all parties involved. MOTION by Mr. Kondrick, seconded by Mr. Kuechle, to recommend to the City Council approval of Special Use Permit, SP #91-10, to allow construction in the CRP-2 (flood fringe) on Lots 21, 22, 23, and 24, Block V, Riverview Heights, generally located at 8021 Riverview Terrace N.W. , with the following stipulations: 1. The crawl space shall be floor-proofed in accordance with • all applicable codes, and shall not exceed a height of five feet. 2. A hold harmless agreement releasing the City of all liability and stipulating that the crawl space shall not be altered without approval from the City shall be recorded against the property. 3. An elevation certificate completed by a certified surveyor verifying the elevation of the first floor of the addition shall be submitted once construction is completed. UPON A VOICE VOTE, KONDRICK, KUECHLE, SIELAFF, MODIG, SHEREK VOTING AYE, AND BETZOLD VOTING NAY, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED BY MAJORITY VOTE. Ms. McPherson stated this item will go to City Council on March 16, 1992. 2. RECEIVE THE MINUTES OF THE HUMAN RESOURCES COMMISSION MEETING OF FEBRUARY 6 1992 MOTION by Ms. Sherek, seconded by Mr. Kondrick, to receive the February 6, 1992, Human Resources Commission minutes. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. ADJOURNMENT: MOTION by Mr. Kondrick, seconded by Mr. Sielaff, to adjourn the meeting. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED AND THE MEETING ADJOURNED AT 7:49 P.M. Respectfully submitted, La onn Cooper Recording Secretary I STAFF REPORT APPEALS DATE CIIYOF PLANNING COMMISSION DATE : March 25, 1992 RIDLEY CITY COUNCIL DATE AUTHOR MM/dn REQUEST PERMIT NUMBER P.S. #92-01 APPLICANT VFW Post #363 PROPOSED REQUEST To replat Lots 2 and 3 and Outlot 1 , Block 1 , Lampert's Addition and a portion of the east 46 acres of the west LOCATION half of the northwest 1/4 of Section 12 into two lots. 1040 Osborne Road N.E. SITE DATA SIZE DENSITY PRESENT ZONING M-1, Light Industrial ADJACENT LAND USES M-1 , Light Industrial to the south; C-2, General & ZONING Business to the west and east. MUTES PARK DEDICATION ANALYSIS FINANCIAL IMPLICATIONS CONFORMANCE TO COMPREHENSIVE PLAN COMPATIBILITY WITH ADJACENT USES & ZONING ENVIRONMENTAL CONSIDERATIONS STAFF RECOMMENDATION Approval with stipulations. APPEALS RECOMMENDATION PLANNING COMMISSION RECOMMENDATION P.S. #92-01 ' • VFW Post #363 N 1/2 SEC. CITY O, . . NCOist:IER I 2 Of Ne y, n, Mr i .) LA•MPr� j < / se:.,....a/ • • 9 1- - i an/L M.A. t�A. • ,° ,r� [o) � s) � _/ /r. 1;I// .Q � csi 1j7 'v i' (E01 �6�� (/D1 3 �(2/i 1 I i4,21 ! (a i 1 / I <,/ A * Iqi I I /; 2 FRV' EY l%) 407 a ,. �,,.0 , it l4 no IT N % ! ; . g� 1p. q '' ,.. A DER ON z ep N � t •le ,s' `/ t. fi, Geo ) i(n ajCzO� LQ¢ 1 .. j 5 r�i /N e Iids� . i (Z to) Qs) ? a'a)r v • YxI . r S/, 1(aoo ii ...warp ,r' T �(� , ;} DEVELOPMEN '. % I a 40S) �' ::-•... :s I /O ! - .v rr. Ism/ Z ''.'.....it b I OS) t i.3 - 1 // 2 . I 1,r 4_ \1 t eir) t In �,psrr/ / itO5 I,,>.f toi / —) a (t") ! , I 'ai ea.> 1 _ IO 0 i ' W (% 1')' &) il 1 C=_91 r s:vE o p I I —_ r.�, I£ .N! H (+os) a Yi �...!) �, Z1 13 Y' iS I' . G (tc //ko' (voD t a F- - ,B 1 4;I I I .y (rasp Y/yj /9 2•i I NI vets,F A Nr+w (40)1 ,j ,,,.. ki ;; 1 O°D • Z 1 .► r<:r,` c \ l• coed ( (�S) `l (« 1) I I ,�.. i (+oa)2 LK _2 CENTRAL VIEW;r-- M NOR ,(,, r \ ' . ,..t----.0, 2,<.0) 3<>I> '(,►� 2nd (�� ADDITION fjp•) 2 2�.>„ • I 1 CO CO n, ,h) o 6a (nil (") 6A rr) 0 C 61) ( S") 1 (//SO) 4) 't ..1 2 i s S 4. 7 g -, ,O /2 /r ,I /J /r 74 / 2 r,>„ P m (Z00) /n , \ lit; 2 ,>r> a 731/2 AVE. N.E. n :. ) 26 /�� . G � �` �*�;� �, t� M la ld1 I �v C�24fl' a'07 ,r. , il: 3 5 f 7A 8 �7 /o // /I /3 iV /S / / O ,.. : "� 1 27 Y _ I +,1 i . ' u«.r' r 1 _ : r as SE I/Y . 23 0 LOCATION MAP , A P.S. #92-01 VFW Post #363 a • • Osborne Road j 1001�''+P?-'14$41 .,rl� ;r�i' =lllllllllr ' �� /' ,, : •RRINMCI011e,._—:.-._ S I PV°P r V rrrrirrsuer/IP' rrrrrrAt. ' ®®m� • °° °, / xcA,i,n4 !Tli;iilli;��i Alitiittlil jc m,E. c 1-„,.--._ 6 4 P:,.. _o-o°g°o°o°o • 0 0 o c o 0 0 0 0�0 0 � ' '---' T•-�H E ' .0),;.:1.*o.-.:::n:5o0 oo0, A. ii ,n, i . . rnKlil I/a M 7 I Ee l i,2 E9r..a.o-a,_a1 4 40 0 0 0 0 0- °o°o°c°c°O°O000000000< � _ °oho°o°o•°o°oo°oo°°000000000N 0 0 0 0 0 0,,0°0°0°0°0°0°0°o°164 (((�"j j��(L�/ ��. tt c°o°o�6°0.0.o°o°o°o°o°o°o°o°o°o°o d® 0000000000o L ! -VoNgo:0:0:0:0:0X0' ,0 0 0 0° / t , o000 � i oonOo°c°c°O°v°o°o°uococo°� 140, ^• \//>ao°o°o'°o°o°o°o°o°°°°°°°o°o°°e w- T -S I- —r /Z i j }� �,' , °000000°o°°°000000000°c C �,�*� .�♦�... /s 0 020:0:o°o'.°O°O°o°o°o°°°o°°°o°o°o( ♦ ♦ ,'lil� Cf'ff /I 4 Acijo°o°o°.•o°o°o°oo°oo°000000°ooa°o° ►4.4:44.414:161k. 7 TFI AVENUE N E 0 0 0 0000000000000000000000 3 1•.•:•:•«::e� : / 00000000000 ♦ ♦ L , V , W 1 Q F `, (y'00000000000 00000000000 •00000000000 •0°° °00°0:0°0°0°0°°°°°°°°°o°°o°oc TZ.71lJ _ _ • o 000 00000000000 °o°0°c°0000000° * •• 3 0 0°o o°0 0 0 0 o c o 0 0°0°0°0°0°0' °o°oo o�'• o'o'o' 'o'o°o0 0 0 �1�� 11 1 000000°00000000 000 AAP .' ,N,,e.•; 4..igArd 000000° o000 k,:" 'o°o°o°o0 0 0 0 0 0 0 0 0 0 0 0 ••• 0 0 0°0°0' ° o o°000� r■ •r.0 • o 0 0 0°°°°°°°o°o°o°o °o o°°o°o • �• O o o°°°0°0°0000OO° o ■ . :.■ 4 0 0 0 0 0 0 0 0 0 0 0 0°0°0°0 0°0°0°0°. V,40, •o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°c ii i•: /s l' 7` 6 s • 00000000000 00000000 o00000000000000o : ' •. " p o0000000000 00000000000 °°°o°00000000000..• 000000000000000c • o°o°o°°°o °°o°o°o°o° °°°o°O0000°o°0°0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 9 ./o c e • 000000000 00000000 •�•�•�'000000000000000c v.�� • 000000000 00000 ; lllPitilkg8 - 0• o 0 0 00 0 0 0 0°°°°°°o°•�����'o Oo°O°°oo°°°oo o° oOoc q,q� 00000000000' °o 0 0°000000 o°o oo• 00000000000 �rf?ioo • o0000000000 �� � � ,o°.. oo0o°O°°OOOd I,11 '0.1116eV/LIrVA_• � ` c :•,,.•, n 3�� • 00000000000d_(V/� °OOO°°°OOOO � •00000000000 ��•�•�•� �0°OOo°°O°°oc11ll�Mtl00600000000 1 , AiZT1977I..."... > 4•• t ‘ )oo°oo°00000 � ► ® /°o°o°o°o°o°°°000000°ooc M'` �,000000o0000c -„-. � � � 1 00000000000 r J' 00000000000c A)OOOO 0000000 1 {A c • • • • 00000000000C 4 )00000000000 7 I . r V EM 00000000000cN.E. W • • •0000000°00o t ►iy ! , ,� /)00000000000 ... r 'r, I00000000000c ���� ��/ i454' • • •�0�00000°00000°00o0o0oc •.N'1 AI • • • • ZONING MAP • Staff Report P.S. #92-01, VFW Post #363 Page 2 Request The petitioner is requesting that Lots 2 and 3 and Outlot 1, Block 1, Lampert's Addition, and a portion of the east 46 acres of the west half of the northwest quarter of Section 12, be replatted into two lots. The petitioner will continue to own Lot 1, Block 1, of the proposed VFW Addition, and will sell the remaining portion to Division 7 Corporation. The purpose of the replat is to provide additional parking area for the VFW. In addition to the plat request, the VFW is also processing a rezoning to rezone Lot 1, Block 1, of the proposed VFW Addition from M-1, Light Industrial to C-2, General Business. This will bring the use of the property by the VFW into conformance with the zoning code requirements. Variances are being requested by both the VFW and Division 7. The Appeals Commission reviewed the variance request by the VFW at their March 10, 1992 meeting. The variances necessary for the VFW lot were 1) to reduce the side yard setback for a side yard with a driveway; 2) to reduce the width of a parking stall; and 3) ) to reduce the width of a two-way driving aisle. The Appeals Commission recommended denial of the request to reduce the parking stall width and the two-way driving aisle, and the petitioners have since submitted a revised site plan which meets the code requirements. The Division 7 variances will be heard by the Appeals Commission in April, and include a request to reduce the side yard setback adjacent to another zoning district, and to reduce the hard surface setback from the lot line. Site Located on the VFW parcel is a single story masonry building. Located on the Lampert Lumber parcel is a wood frame building which housed the retail portion of the Lampert Lumber operation. To the west of the main building are two cold storage sheds. The property is currently zoned M-1, Light Industrial. There is additional M-1 zoning to the south and west, and there is also C-2, General Business zoning to the west and the east of the subject parcel. Analysis The overall issue to evaluate prior to approving the plat is whether the parcels can meet the requirements of the code, including setbacks, landscaping, drainage, and traffic. The staff report will also discuss use of Lot 2 by Division 7. Staff Report P.S. #92-01, VFW Post #363 Page 3 Drainage The City has experienced a drainage problem in this area of the City. With the removal of some of the cold storage buildings on the Lampert Lumber property in preparation for the expansion of the VFW parking, there is opportunity to improve the storm water drainage in this area. The preliminary drainage plan indicates that the site is split in half on a north/south line, and water flows in two directions: east and west. Water flowing east will sheet flow across the parking lot, across the service road, and then into the ditch located between the service road and Highway 65. The water will then flow south to Rice Creek. Water flowing in the westerly direction will be retained in the expanded VFW parking lot. Once the water reaches the 902 elevation, it will then top the curb at the southeast corner of the expanded parking lot and flow into the rear yard of the Division 7 property. It will sheet flow in a southerly direction across the Division 7 parking area, and flow into the vacant lot located south of Division 7 and west of 7570 Highway 65. In general, this is the same path the water currently follows, so the drainage pattern will not be altered through the expansion of the VFW parking area. The VFW parking lot will include a landscaped area which will serve as a retention area for the water prior to releasing it to the Division 7 _ plan does not show six inch concrete curbing b tweenerty. Ttheeproposed parking and landscape areas. Curbing should be installed with a four foot opening to allow water to flow through. The opening should be rip- rapped to prevent erosion. The water will be flowing off the site at the same rate and quantity as it does currently. The ordinance requirements would not allow an increase in rate or quantity. A final drainage plan should be approved by the Engineering Department prior to issuance of a building permit. An eight inch sanitary sewer is located along the north property line of the proposed VFW parking expansion. The City does have a 30 foot utility easement in this area, but it does not adequately cover the line on the south. The Engineering Department is requesting an additional 10 foot easement along the 165 feet of the north property line. Traffic There will be no change in the traffic pattern with the plat. Traffic will continue to enter the VFW site along the westerly side of the VFW building, and will then enter the expanded Traffic will access the Division 7 P parking area. p location as it did for the Lampert Lumber s te.he Thee nogeneral rthern driveway entering the Lampert Lumber site from the service road is Staff Report P.S. #92-01, VFW Post #363 Page 4 being relocated to be aligned with the new expanded parking area of the VFW. Zoning Requirements both parcels meet thethe exception f the requested width requirements in the zoning code. the minimum lot area and The building code requirestthe Lampert Lumber parcel 31 feet of open space be eThis is due around the main building of and the sprinkled status of the to the size of the building building. The side yard setback along the north wall of the building is 17 feet. Therefore, an open space easement of 14 feet should be granted by the VFW to sion 7 the VFWto parcel insure it will1 not a building is built at a future time on be closer to the LampertLumberh been llding than proposed and 3subm tted by 1 feet. A preliminary landscaping plan plan should be approved by staff Division 7. The final landscaping P ermit. prior to the issuance of a building p Division 7 Division 7 Corporation is a roofing and waterproofing he company compa (seye e letter of introduction dated January 20, 1992) . planning to combine three existing office locations used for oatithe Lampert Lumber site. . The main building Division 7. In and for the storage of fleet vehicles used by addition, the two existing cold storage these buildings buildings will be aresto be Division 7 for addition used, a paving plan should be submitted prior to the use of this • area by vehicles. The area where haveese buildings are located indicated that they willdnot not have a hard surface. They require outdoor storage of materials and equipment on the property. They have also indicated that in two to threeThey years, wi hey ey plen nalo redo the existing fencing on the P wails° y on top of which will be insl three foot high concrete retaining a five foot chain link fence. Recommendation Staff recommends that the Planning Commission recommend approval of the plat request, P.S. #92-01, with the following stipulations: 1. Variance request for VFW and Division 7 shall be approved. 2. The final drainage plan shall be approved by the Engineering Department prior to issuance of a building permit. The final plan shall include curbing with a four foot rip-rapped opening between the parking and landscaped areas. Staff Report P.S. #92-01, VFW Post #363 Page 5 3. The landscaping plan, including underground irrigation, shall be approved by staff prior to issuance of a building permit. 4. The 14 foot open space easement shall be recorded against the Lot 1, Block 1, VFW Addition, and a copy shall be submitted to the City for its files. 5. Rezoning request, ZOA #92-01, shall be approved. 6. A ten foot utility easement for a distance of 165 feet along the north property line of the expanded parking area shall be granted to the City. 7. A paving plan shall be submitted prior to the use of the existing gravel area by vehicles. P.S. #92-01 VFW Post #363 gcA P ' 1-lifili-li -- .,-- ic i... : si !Ill ! 1 �1 i ' i 'I �111a� 1111 ' ..,' , ' I Mfg ;', s . �,; LI I I 1 ! I I I i 'EMI s ,� o I I ' i _ c 111 sr a i•' i �� \ I i b�ii "' ila I - 6 F',`1 1, I; E 1} a▪ l• it g \ � � � ih.. R •t••t 444 . CF \ ' 7 n •I� s t - 1 01; - . i ii11 ►ei \.\\\ 1' ® Ilrilll'I J.-i .n . 9rl12 - (J) 1 1fII1i1I iLi � -1I� I� ,►�..-I! II , . I , ., '�t i�"aj%�--1i U_ � _,�Iit� ; Ii,11;s, i1il i. _ =,;s ri li ' .�. l i I t 1 I ( i i. t Ipi1 P, .„1 it ! 8 s s66 gii d '' a"fI I I 11f1i 11 i I i" t'a 1; `\ § . R ► Q MI' \\ \\�\ � _ _ Ire r iii I •er } I `:IIII ! Ili11111111 ! I1111 1 i ~ 3 1 cc ':i Wile! if.$1 1 6Sl01f IWO :I< le!Wel g I U 5 ; . '42 xPI -85 / ! °€il;I! a i 1' II " PIII' 1111: 111111 tIll : .:i :i i:1 :3ItIl II :' III" :F. It 1 i 1 ' t I ' ' . t ' e iq •'u 1i 1111 11 1 11 1 i{i! ii ii i (l'+ if, 11 1 j 'IiI 'ii Lift 1111111 ;� 1Ii — — t SITE PLAN' P.S. #692-01 VFW Post #363 I . • • i I : : 'If 0 c„ il i I .1 Hi 1 , gl i A 1 I 4- :. 7. r 1 l'� ; \\ \\tY' I If ! Rif my i 'ill ....2101 1 r.... .1 il a II !. ! 'u } N ! L I'jlr 1 \ \\ ,\\� I 1 bi in ! �ar� !i •. 81I'f ' I RIC f?1 \ !iIF' i /kb . •!�j (l�1l: . : !!I .! ! ® I {� 'Al .! ! ! �, a \\' 1 !. T i i! n : -� If � �j 1l r,.„1 1 - '1' \ ? f !'a: e I ` , `!, ii'I!J!SI�" _ja y-.�4 ! I� r 1 . t I t. • F !•�! ! ills—• �1 III r ' l`i7V '111 !! I I:`' ia1t,I ei 1 - 11 , • 4 ;;� gl ��_ 1!_�_t_u_1_�_ a � I I HI ; I I + I;fi I I I ,':. I`':I!I!`! `';'„� —1 r G +g •i r. III r s a; III I � • ! ' 1'! P I A.1 0 s;. fi- ll . ! r ! ! ' Q ! N \ ao r 11a 1zi • i _ _ ; ! � lFFFs.i�a� ' i • 101 ;10 ,€Q1 ae r r Ei 11 ;I ii 1! i! II fl1• iqj ! ii. . l } 1j �- . I. ! t. .. (. . r . .. - - - • :y tS Z.; :S :1 L. a it 'i Z: ii MS " i j . I f f f ' f j : f _ :�p�1 Jill .: II PP `i .! if ! W! if II i p !ijf it j i; llf! II111 pRE ! ! , i III `] ff111 IL N !1 I I I j 1! ii i F # iII Ill . DRAINAGE PLAN CT! •enIt LEY i1i1 ii�1a�++�� t, •> 6431 �IIVERSITY AVENGE N.E. r4�n�n,mity Dgyg]eYyneIIt D gRIpLEy1 2+IId 55432 (612) 571-3450 PLAT �rpZ,ICATIOIJ FoRm • elan tals%",see-a `rqu�reor �rrY T Nsip t • '4 4 i 1040 NE Osborne Rd• Legal description. See Attached _Sheet T�. Block ' . _ .. footage/acreage, 5 5 0 8 c r P c M 1 _ '� � ��� � �_ an-relit • ; . yorung — Divid .two properties, and increase /VFW arkin "N: . Reason for plat. . x "+++ INFORMATI Fee Owners roust si•gn this fora prlar k, kt, NAME - Fridley VFW Post #363ADrEESs .. 1040 NE Osborne Road Fridle ` MN 55432 DAYTIME pion llin er 788-7745_ Ron SIB°"' .,..,..,..,.-...,.... T I°N PETI'i'I h:Same as above ADDREss 1 aµ 0 'DAYTIME PHONE SIGNATURE ,. g 05ee 0.00 for 20 lots 5 O 0.0 0 $ 15.00 for each additional lot it y� 97? Permit P.S. # �ti3Ol ieoep #-_. Application received by: Sdheduled Planning Commission date: Scheduled City Council date: d„YID. f 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 25, 1992 at 7:30 p.m. purpose of:. Consideration of a Preliminary Plat, P.S. Fridley VFW Post #363, VFW Addition, to replat that part of the East 46 acres of the West 1/2 of the Northwest 1/4 of Section 12, Township 30 North, Range 24 West, Anoka County, Minnesota, described as follows: Commencing at a point on the North line thereof distant 10 rods East of the Northwest corner thereof; thence South parallel with the West line of said East 46 acres, a distance of 264. 00 feet; thence West parallel with the North line of said Northwest 1/4 to the West line of said East 46 acre tract; thence South along the West line thereof 359.5 feet; thence East parallel with the North line thereof, a distance of 538.73 feet, more or less, to the Westerly right-of-way line of State Trunk Highway 65, so called as the same is now laid out and constructed; thence Northwesterly along said Westerly right-of-way line to the North line of said West 1/2 of the Northwest 1/4; thence West along the North line thereof to the point of beginning, subject to the rights of the public over the North 33. 0 feet thereof for road purposes, except Lots 1, 2, 3, and Outlot 1, in Block 1, Lampert's Addition to the City of Fridley, and Lots 2, 3, and Outlot 1, Block 1, Lampert 's Addition to the City of Fridley. Generally located at 1040 Osborne Road N.E. Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who requireP ary aids should contact Roberta Collins at 572-3500 n later than March 11, 1992 . Any and all persons desiring to be heard shall be given an opportunity at the above stated time and related to this item ma place. Any questions Development Department at 571-345perred to the Fridley Community DONALD BETZOLD CHAIR PLANNING COMMISSION Publish: March 10, 1992 March 17, 1992 Planning 3/6/92 Fridley VFW Post #363 MAILING LIST Appeals VAR #92-01 Council ZOA ��92-01 P.S. #92-01 Walter Fridley VFW Post #363 Current Resident 960a rWhit Whitneyeyad N.E. 1040 Osborne Road N.E. 7600 Highway 65 N.E. Osbornee Road N.E. Fridley, MN 55432 Fridley, MN 55432 Fridley, Chiropractic Clinic Park Metropolitan Fund Thomas Whitney 7699 Viron Road N.E. 7570 Highway 65 N.E. 6449 Zinnia Lane Fridley, MN 55432 Fridley, MN 55432 Maple Grove, MN 55369 Fridley State Bank Brand-Broad Assoc. Planning Comm. Chair 6315 University Avenue N.E. 16255 Ventura Boulevard CityCouncil Members Fridley, MN 55432 Encino, CA 91436 Current Resident City of Spring Lake Park Kurt Manufacturing Co. t 7585 Viron Road N.E. 7680 Highway 65 N.E. 1301 - 81st AvenueMN.E55432 Fridley, MN 55432 Fridley, MN 55432 Spring Current Resident Lloyd Ring 7601 Highway 65 N.E. 2721 Coon Rapids Boulevard Fridley, MN 55432 Coon Rapids, MN 55433 OSR Income Properties II RMS Company 1015 Grandview Avenue 980 Osborne Road ad3 .E• Glendale, CA 91201 Fridley, MN Wayne Panning RMS Company 119 Circle Drive 7625 Baker Street N.E. Marshall, MN 56258 Fridley, MN 55432 Current Resident Top Tool Company 7597 Highway 65 N.E. 7615 Baker Street N.E. Fridley, MN 55432 Fridley, MN 55432 Professional Ventures Wydell Habig 9624 Palmer Road 7645 Baker Street N.E. Bloomington, MN 55437 . Fridley, MN 55432 RMS Company Wydell Habig 7645 Baker Street N.E. 7601 Baker Street N.E. Fridley, MN 55432 Fridley, MN 55432 RMS Company Current Resident 970 Osborne Road N.E. 7400 Highway 65 N.E. Fridley, MN 55432 Fridley, MN 55432 Fridley Auto Repair VFW Holding Company 1010 Osborne Road N.E. 1046 Osborne Road N.E. Fridley, MN 55432 Fridley, MN n r J 4 DIVISION 7 CORPORATION Roofing • Waterproofing • Thermoprotection January 20, 1992 Ms. Michelle McPherson, Planning Assistant Civic Center City of Fridley 6431 University Avenue N.E. Fridley, Minnesota 55432 Re: Letter of Introduction Dear Ms. McPherson: In response to your request with my office administrator, Mark Heisterkamp, on Thursday, January 9th, enclosed please find a brief description of my three corporate companies which hopefully will occupy the old Lampert Lumber Center complex at 7600 State Highway 65 N.E., in early May or June of this year. Likewise it is hoped that our proposed site objectives will be looked upon favorably with the city planning and inspection departments in the months to follow in order to approve our remodeling building plans and the V.F.W. Post 363's replatting "lot split" proposal. In the meantime, please feel free to contact me if you have any questions or concerns which my staff is unable to answer for you in the immediate future. Sincerely, Brent D. Anderson, P.E• CEO BA_:hp enclosure DIV7/letter92.1st/FRIDLEY.Intro • 12221 Wood Lake Drive • Burnsville, Minnesota 55337 • Phone: (612) 894-8552 INTRODUCTION OF THE BRENT ANDERSON COMPANIES INTERCONTINENTAL CHEMICAL AND EQUIPMENT, I N C. In 1980 our business efforts were organized into three basic work programs consisting of: (a) energy-efficient design A) DESCRCOTTINENTAL CHEMICAL AND EQUIPMENT, INC. is a ESCRIPTION and engineering; (b) concrete foundation construction; and IMinnesota company which was incorporated on February 25, (c) waterproofing systems The reason for these three separate companies was largely due to insurance and 1977. Its primary function today is to manufacture and distribute commercial waterproofing product lines liability requirements at the time of their incorporation. Today, the three companies consist of Brent Anderson comprising of "Waterstop-Plus, a cold joint chemical waterstop caulk; and "Two-Part Spray Platonite Associates, Inc., a professional organization; Waterproofing System," a clay bentonite-adhesive Intercontinental Chemical and Equipment, Inc., a construction product manufacturer/distributor; and waterproof system for horizontal and vertical usage. Simil rly, es Division 7 Corporation, a contracting firm employing several Similarly,otheecompanyralss otdistribs es otherovendorork construction union trades. with such products as "Certifoam" extruded polystyrene insulation, the complete "Polyken" butyl waterproof From a sales volume of $50,000.00 in 1980, to a present membrane roduct line, and "Master Builders" epoxy sales volume of over $6,000,000.00 the past two years, this P combined program was started with a capital base of only product lines. $5,200.00. However, the present bank line-of-credit was Intercontinental Chemical and Equipment, Inc., was established in May of 1990 in order to expand and facilitate acquired by JoAnne Anderson in a three-year buyout theecombined program. agreement on March 22, 1986. To date, little marketing Over the last ten years our business function has changed or expansion has been done for the company due to the heavy work involvement with Division 7 Corporation. slightly from a consulting to an installation-oriented company. The early years of architectural design focused on However, it probably will become the most stable and financially secure of the three combined companies due to energy-efficient residential construction, as compared to hi h rofit margins and extremely low warranty reserve today, which focuses on out-state, financial institutional a glicator problems. design (i.e., banks and credit unions). Likewise, our pP design effort has also specialized in writing waterproofing and roofing specifications, technical details, and product B) PERSONNEL LIST catalogues. The management staff consists primarily of employees interpooled from within the three combined compan ies. The backbone of our entire business is Division 7 The reduction and distribution of the product lines Corporation. Its early years were oriented at residential concrete, waterproofing, and structural repair work. could not be achieved without thoroughly understanding However, today Division 7 Corporation is the largest the personalities, the characteristics, and the work commercial waterproofing contractor in this state. attitudes of all the production team members. The management personnel consists of: Consequently, within the past four years, our focus of - Brent Anderson, Technical ssorProduction waterproofing systems had broadened to include not onlyCoordinator design and installation, but manufacturing as well; thus, - Marvin Schwebach, Production Manager completing the full-service program. - Lori Huber, Office Administrator A) CORPORATE SUMMARY OF THE BRENT ANDERSON COMPANIES SERVICES RENDERED Discussion of the next adjacent pages will be focused on C) Services ENDEREd include the following: the corporate summary of each of the three Brent * ClayBentonite Distributor Anderson Companies in reference to the following topics: * Chemical Waterstop Caulk Manufacturer/Distributor a) Description * Water roofing and Roofing Equipment b) Management Organizational Flow Chart or Personnel List * Waterproof Silane Sealer and Epoxy Distributor c) Professional Associations/Services Rendered * Butyl Waterproof Membrane Distributor d) State Professional Registration or Applicator * Certifoam Insulation Distributor Licenses if applicable * Platon Membrane Distributor Listed below is the order of each company business summary presentation: - Intercontinental Chemical and Equipment, Inc. - Brent Anderson Associates, Inc. 1 - Division 7 Corporation BRENT ANDERSON ASSOCIATE S, I N C. A) DESCRIPTION BRENT ANDERSON ASSOCIATES, INC., is a Minnesota company Similarly, the company's design staff has designed over which was originally incorporated on August 3, 1983, as Earth Integrated Technics, Inc., which primarily designed whichho various banks,ui savings andi loans,t regionand ofethe unions 9 are now tlt in the Midwest the custom earth bermed and sheltered residential house plans. continental United States. However, in December of 1984 it was renamed to its present name in order to broaden its market spectrum to include commercial architectural design. In the summer of 1986 it B) PERSONNEL LIST acquired Charles Dykins and Associates, an experienced commercial architectural design firm specializing - Brent Anderson, Registered Civil Engineer primarily - Charles Dykins (Retired Architect, Consultant) in financial institutions. - Phillip Blasko, Registered Architect Today, the main focus of Brent Anderson Associates, Inc. is - David Campbell, Intern Architect - Cathy Jensen, Office Administrator as an architectural and engineering design firm serving clients in the commercial and residential design areas. in addition, it has distinguished itself in several specific C) PROFESSIONAL ASSOCIATIONS/SERVICES RENDERED areas including financial institutions, earth integrated Professional Associations: design, and waterproofing design and specification writing. - American Underground Association (A.U.A.) At the start of all Brent Anderson Associates, Inc., - American Society of Engineers (A.S.C.E.) - American Concrete Institute (A.C.I.) projects, a good line of communication with their clients - Construction Specification Institute (C.S.I.) and consultants is established. Through this exchange of ideas, the process of establishing the scope of the project Services Rendered: begins. Similarly, study concepts are explored and submitted for review to determine how best to utilize and * C.A.D. ArchitecturalArchitectural Design enhance the project. Such factors as function, budget, * ivi Programming/Space Planning geographic location, natural terrain, energyg Civil Engineeringng egress, and orientation are important use, access, * Structural Engineering considerations toward * Waterproof Design the final design solution. Therefore, the design staff * Cost Analysis understands the importance of designing for growth so that * Expert Testimony the design solution best responds to the current needs and * Graphic Presentation future changes for expansion. With the recent integration of a C.A.D. (commonly referred D) STATE PROFESSIONAL REGISTRATION LICENSES to as a computer-aided design) series of software architectural application modules into our professional -State ArchitecturePrecuronal Re- En ineeri office, this powerful integrated three-dimensional computer - - Engineering modeling system provides the company with sophisticated * Minnesotaon * Minnesota drafting management capabilities that automatically draft * Wisconsin * Wisconsin and/or redefine various architectural) NCARP * Colorados all typesoriented drawings of * Pennsylvania based on numerous building design parameters. * Illinois Ultimately, Brent Anderson Associates, Inc., realizes that * Texas no C.A.D. architectural design is a solution unless it * Hawaii (Pending) conforms to the realistic constraints of cost. For this * NCEE (Pending) reason, Brent Anderson Associates, Inc., has developed the expertise to budget any project very early in the design process and be within five to ten percent of budget projections. Lastly, amongst the company's design professionals, a combined total of over 50 years experience in design and planning is prominant, of which 37 years has been in the specialized design area of financial institutions. 2 DIVISION 7 CORPORATION A) DESCRIPTION A smaller segment of contract work, specialty DIVISION 7 CORPORATION is a Minnesota company which was waterproofing, the application of incorporated on September 11, 1981. Its primary function is waterpro fi ng, includes expessthe application do o certain to provide building envelope waterproofing and roofing interiors and inseterior/exterior compoundssionj tos and of parkingtai ramps, services to large general contractors (those with annualed contracts in excess of 15 million dollars) and institutional buildingle rtainowallstand relatednsystems only ugh these and commercial property owners. The major means of project typesercent of work accomplished in 1991, it is expected to e procurement cos nom bidding through several local account for about 20 percent of our sales volume in 1992. building exchangee houses. In general, this type of work involves less dollars when Division 7 Corporation gets its name from the architectural compared to the percentage of dollars spent for the other areas of business. Therefore, for these reasons, this and construction industry specification formats. The area of specialty waterproofing represents a market American Institute of Architects ("A.I.A.") and the Construction Specification Institute ("C.S.I.") have laid niche which Division 7 Corporation will be targeting in out 16 divisions to describe a building project. The first 1992. 7 of 16 division are as follows: Lastly, the newest segment of contract work involves - Division 1: Sitetera ConditionsErhWo concrete restoration and repair which was started in - Division 3: Concrete and Earth Work mid-October of 1991. This volume of work has been - Division 3: organized into a business called Division 3 Restoration. - Division 4: Masonry It represents a diversified market niche which enhances 5 - Division 6: Steelar try Fabrication the full-services of Division 3 of the construction - Division 7: Cary industry. Likewise, it is anticipated that with less - Division 7: Theermal and Moisture Protection competition and a seasoned staff, along with pre-signed contracts, this division of the company should become For this reason, it is obvious to architects, engineers and highly profitable. general contractors in commercial construction that Division 9 y 7 Corporation means waterproofing, roofing, insulated metal and caulking (i.e., In retrospect, the seasonal demand on production activity panels insulation, fireproofing, is directly related to the Twin Cities metropolitan thermall and moisture protection). building cycle, with the least demand for work typically The most consistently profitable projects come under the coming during the first quarter of the new calendar year. category of below-grade waterproofing. This area of bid Therefore, some the uneveness of production activity can now be changed through increased efforts in marketing and work includes waterproofing building foundations, tunnels, "niche" work during the harsh winter months when most special treatment holding tanks, and complete envelopes for underground structures. Division 7 Corporation has been construction industry trades are at minimal operations or are otherwise dormant during this timeframe. very instrumental in developing several proprietary waterproofing systems for application below-grade which, Contract sales of over five million dollars each of the when specified by building owners and architects, has past two years has positioned the company to profit from price competitive with other pre-existing systems. enabled Division 7 Corporation to profit while remaining ts relationship with large, locally-based, nationally recognized general contracting firms such as: Bor-Son PCL Construction Opus The other large area of waterproofing contract work in which corporation,Construction,Sheehy Construction,stcion Services,cs Inc.,nc., Opusion, Division 7 Corporation engages, about 45 percent of total Mornsen Company, and Adolfson and Peterson. sales in 1991, falls under the category of roofing and related architectural sheet metal. The roofing market is very competitive and offers small profits to the company but it is extremely large, stable market; thus, offering a base to build from. In the last six months, Division 7 Corporation has hired an estimator/project manager from the largest preformed metal panel fabricator in the metropolitan area. Consequently, this individual has broadened our market approach and increased sales in a slow building economy. 3 8) MANAGEMENT ORGANIZATIONAL FLOW CHART D) PROFESSIONAL APPLICATOR LICENSES * Executive Director: Certified Applicator Licenses: - Brent Anderson (By Type and Product Manufacturer) * Controller/Assistant Executive Director: * Single-Ply Membrane Waterproofing: - Mark Heisterkamp - Goodyear Tire and Rubber Company - Firestone Building Systems * President/EEO-AA Officer: - American Hydrotech, Inc. - Robert Poutre - Carlisle Syntec Systems Division * Administration/Accounting Department: * Fluid-Applied Wateproofing: - Kristi Winch, Administrator - The Neogard Corporation - Terri Riemenschneider, Assistant Administrator - Nox-Crete, Inc. * Bentonite Waterproofing: * Estimating/project Management Department: - Robert Poutre, Roofing - Intercontinental Chemical and Equipment, Inc. - Brian Brezinka, Assistant Roofing PM - Paramount Technical Products, Inc. - Brent Anderson, Waterproofing and Specialty Coatings * Traffic Topping Waterproofing: - Curt A. Huber, Sheet Metal - Bruce Bungert, Assistant Sheet Metal PM - Master Builders, Inc. - Tremco - Tyrone Mills, Concrete Restoration - Tim Maher, Concrete Restoration - The Neogard Corporation * Shop Department: * Crystalline Waterproofing: - Marvin Schwebach, Shop Coordinator - Tegracrete Systems, Inc. - Curt J. Huber, Shop Mechanic - Xypex Chemical Corporation - Scott Audette, Inventory Control - Vandex International, Limited • * Clay Tile Roofing: C) SERVICES RENDERED - Ludowici-Celadon Company, Inc. Services rendered include the following: * Below-Grade Waterproofing Silane Sealer Waterproofing: * Above-Grade Single-Ply Membrane Roofing - Master Builders, Inc. * Below-Grade Insulation - Nox-Crete, Inc. * Roof and Plaza Deck Insulation - Huls America, Inc. * Concrete/Clay Tile Roofing * Traffic Topping * Epoxy Flooring Waterproofing: * Roof Accessories (i.e., skylights, vents) - Master Builders, Inc. * Plaza Deck Sealants, Caulking and Expansion Joints - Selby-Battersby, and Company - Sika Corporation * Exterior Architectural Sheet Metal Flashing and Trim * Waterproofing Repair * Urethane Foam Injection Waterproofing: * Louver Installation * Paver and Pedestal Systems - DeNeef America, Inc. * Waterproofing Litigation - Minnesota Mining and Manufacturing Company ("3M") * Concrete Restoration - Stratatech, Inc. * Structural and Non-Structural Standing Seam Panel Roofing * Metal Roof/Wall Panel Systems: Systems * Pre-Engineered Canopy Systems - Copper Sales * Metal Roof/Wall Panel Systems - Vincent Metals - Alpolic Panels - American Building Systems - A.E.P. Span - Peterson Aluminum DIV7/building/INTRO 4 1111 STAFF REPORT APPEALS DATE CLTY�F FRIDLEY CI1YOF PLANNING COMMISSION DATE : March 25, 1992 an, COUNCIL DATE AUTHOR MM/dn REQUEST PERMIT NUMBER ZOA #92-01 APPLICANT VFW Post #363 PROPOSED REQUEST To rezone Lot 1, Block 1 , VFW Addition from M-1 , LOCATION Light Industrial to C-2, General Business. 1040 Osborne Road N.E. SITE DATA SIZE DENSITY PRESENT ZONING M-1, Light Industrial ADJACENT LAND USES & ZONING M-1, Light Industrial to the south; C-2, General Business to the west and east. um-TIES PARK DEDICATION ANALYSIS FINANCIAL IMPUCATIONS CONFORMANCE TO COMPREHENSIVE PLAN COMPATIBILITY WITH ADJACENT USES & ZONING ENVIRONMENTAL CONSIDERATIONS STAFF RECOMMENDATION Approval with stipulations. 4PPEALS RECOMMENDATION 'LANNING COMMISSION RECOMMENDATION 1111111111.1.11.11.11.11......... ZOA #92-01 . • 1 • VFW Post #363 N 1/2 SEC. . CITY 01 ' 1 i i . . S C. • . 1..' ' • ": AlifrE'- -.' ' ;.:8.t .. .- : -- A . I i • „., ' .4, CRY 1 ITS.4.,... 4. . a. ' - ; . . ..s:Y .r.4.......a,‘ -itt . ' - , ) 716 c..) . ,:... ,,,, ,,,. c,„,„,.....„, .z,,, tz ,,,,, ,. 41, ,..4,2,3 . /we,. 4 : 6.,..,, ,, 1 'k 2 I .; :4 ,. * : ' 1 .- 3 `i FRI,' EY i") e;ma) -' .1'1 : '': IP 111 .: ...,' 's A DER ON . . ... / 5 0490) '. 614' II . Z.00,e,/Sof Kor ei.N,'N' 1 ...., •INM (Z...+0) 01) , •1 I .'11 45;.,Ui 0.(,t:1..2-I%t-,•.! _;•N M l •M,.....) 4 OS 1IA1 D EVELOGavPe•4AMr064)e ),EN T 44 $ • -j aa / c .... - At Al . \ \ • \ tati. •,.1 , .-44e i or .• 6-......4.7;10 11 z"""".....-- .....0.., . ,..whr.s Aw...:1Ar-1.4C0Orwe' 1141 . ' 5ig 5 /44.I 4.,,,k) • i- , . , -.- , , (dam co • /0 ,7 . I Lpti 1 1 I VI% Avt 005, 1-11) Arr A 1,......A 41C11' ' \ I • ,,, • I' le -5744,ri (,0) Kt" NOM CENTRAL War/, i:NOR ,e =(,=) 2„,/ e ADDITION• \,.: 73 1/2 AVE. N.E. . Ili . I 350 WM \ '210) • P : . . . , . 4#2, 09 /f. 7 litillS11111111 v• - / ei.q) ' . ' 4 !. : . „ i ,..... __________ . „ . • i , . .-,..„ , " .........„. .,r .. ,• —147E4:4—,...______m---.— a -------r—,,,, C • ra---------------dr"" S E.12 C) IEDI ( • .-— : LOCATION MAP • • • - - -vn 11 V - 6r!� 7 Irlrlll . /l�4 11;7,��lol�l��lll�i�l�e %'•rd ., :... +..-...-.• -- r%�.3a �4►,ll j u,, , �lllllllll riw,6„i ' SOD® 13 ;111/11011 /��dr 4N.IIII LIJ•ll.�/ 11t11tAtA010IuA4, !;I, o, ,lyllllll, 000© wla% / riVAolt11101111gVAA,,, 0,0lef S e 000 p0 W. •,V.,:,,3 A NA /,A;.71.-,-T. tEe,Q1 j'7i,?..sg-2i9 1.."n, i1.i i-: r-7_2: uiji 3^ - i - .? �� , 76TH °° oo .'00000000000 • °0000 • 00000000000 �,y 0 0 •000°00°0°°0 0 0 0 0°0' [L"V�I % 0�� 71 ,r. 0 o0q0.0000°op o 0000 00000000 a 0• Z ((14 i�LL:SL 0 0 0 0 o°o°O°0°0°0°00' w`o0°000O0Ooo0000' ; fl; ;;00000000:V .. .•X?O!•o°°0°00000°000°°000000 ♦�T•::=.4 �- 0 OHgp0:0°O'•°0°0°000000000°000°0°0' •♦•♦♦•l :ji;;i• ♦ 1 ° o'i ' '•o'o'o'o'o'o'o 0 0'0'0' v i♦O♦♦ /s'♦ - :1 • 07TN t ENUE NE •00000000°0000 � ®qy� 90 0°oaO°e°O°o°c°O°0 j ./© Fo°od°o�o°0°0 ,00000000000 =Ts71y�'•_ i �i o 000 . o°o°O0000000 0000- oo . 1!IIII!II1IIIIII!III 00000000 0000o°00°°°0°0°'♦'.'�• ,,, A.0000°0° ' I ' ♦ ♦ .°oao'o'.:.'oo' 000 �I.I�F.fI•l°o°o°0 0 0°. °° . °° %00 0 0°0°0°0°. q 0 0 0 0 0 0 000000 .0 0 0 0 0 0 000000' , 0 °00 0 000000 ♦ •°o0o00 0 0 0 000 0 no:0000060000000 o 0 0° ° °0°0°0°0°000000°.♦♦♦♦:0.. o0o0o0o0oO0O0Ooo0oo0000°: ■�. - 000000000 i4 . r .: , 000000.0°. ♦♦ ' o00o°O°0°o°O°0°o00°000' . •y•1►,,..3.} ,•0000°o°o°o°0°0°0°0000 . ,�� ♦ �•O.O°0 0 0 0 0• oo°o°o°o°o°o°o°o°o°o ♦ L•� �tv .) �►' t , •�0 0 0 0 0 001 .,' ,• I.. ,,, 3 A•%000 0°0°e°0°O0o0ooe0( •♦•♦�♦2♦�♦t0 ' �J/,�� . . ' b00000000 �i�ooe00000 � f�^ 9r, 000000000°0c ` �«%`•III'/'%����7',)°o°o°°°°°0000 1 V c'�.4M'aX to • • • °0000 i oo°o°o°o°o°o°o°o°oo°o°c � lrtL641n . : ► 1 nn tiO 00Oe r1°n° [t� ! : = •'• !'• A / 11 • ZONING MAP • Staff Report ZOA #92-01, Fridley VFW Post #363 Page 2 Request The petitioner requests that Lot 1, Block 1, of the proposed VFW Addition be rezoned from M-1, Light Industrial to C-2, General Business. This request is generally located at 1040 Osborne Road N.E. The petitioner has purchased the Lampert Lumber property and is • replatting both the Lampert Lumber property and the VFW property in order to provide additional parking for the VFW. The remaining portion of the property will be sold to Division 7 Corporation. Site Located on the property is a single story masonry block building. The is currently zoned M-1, Light Industrial, with add itional M-1 zoning property to the south. There is C-2, General Business add zoning to the east and west. Analysis When the building was constructed in 1964, assembly uses were permitted in the M-i zoning district. The zoning code was eventually revised to eliminate the assembly use in the M-1 district. Therefore, the VFW is currently a nonconforming use in the M-1 zoning district. By rezoning the property to C-2, the use will become conforming with the zoning code. Rezoning requests are evaluated based on three criteria: district use, district intent, and whether or not the parcel re district requirements. As was stated earlier, rezoning use zoning theite property from M-1 to C-2 will bring the exisconformance with the zoning code. There is C-2 zoning on t 6 Station e east and locatedthe west at sthesintersection of the eof parcel. The Phillip s 6 Osborne Road and the West Highway 65 Service Dive aslbrezonediin n 1990. By rezoning the subject parcel, City a consistent zoning pattern along the Osborne Road frontage. The existing uses are compatible with each other. The parcel meets the minimum lot size, lot width, and required number of parking spaces. Variances were granted in 1975 to reduce uce the hard susetbackThe petitioners have requested as variance to line, and building. correct an existing encroachment for a side yard with a driveway. Staff Report ZOA #92-01, Fridley VFW Post #363 Page 3 Recommendation Staff recommends that the Planning Commission recommend approval of rezoning request, ZOA #92-01, with the following stipulation: 1. Plat request, P.S. #92-01, shall be approved. ZOA #92-01 VFW Post #363 . I •I; I F1 4 1 ' I ., Li . , . , __„_.___._zr . ... . _ i 1 / 1 . N ll I I ; ��IIIjI11iiIi.1 .! I .! ., I. pLI •I _'it a�a a a • c. pHH tt • N !.! ! h ,PCr.. L_I I I I III i / 1 .. [ !Ili a 1 f li. 1 \ ! 1% l!� ! ias ! 1 i‘1 i 1V:r I .. <N71.\ \\ 111P` :, , !/ A N Na 1 111 . r"---.."..--7-1.1-:. \ N .\- 4 I 1 5 L3 1:1 IN I i lial_i.."iiY-, L I A I � �. ! ' ,r 1..�I?�; 1'11 sdure eL i r e- 11 11 . I I i t I I�I III+' l tt- .";_ t+e ':� use^' -- _ r liu _ r i • t •i 1 i � � H � t s1E x ••! sl= . IIII II I ill I ; I \I. 1 I ' 1I 1- ig • r !'! ! 1 I Q i - iv , \ � _�� i r t I — ! CC . I _ Hip t F 6 91 .1��4ii i�i f i s eF'ill -Ili In Illy ii iiLt1 . 1. IF .- tF - a - - - - I :F is :: :4 : 1; we it II II of %; it 1 1 1 1 1 ' 1 1 ' ' i e li:l. /1 111i ji II { 11 I lii: if II I II ill 111 1 I ( ti tip i]a i i 1 - SITE PLAN• 4 ns d r N d ,Yri.' _��.�tt� � '. 4 J • w ,, t .t 431 11 IN �1 14+M,f r + el 1`C ,k i 2 t ✓ h jr s e" l ".,a trt k .� . s' 2,44 S� J �' s • , •!_ •I 1� D_:�, �? ' z't: ;it s tE . ' i• ��•�?by £ 6 < w� u k2" *, iy' , •try >Y5 �, + - y �'1147 i a s S` 5r ti i•• 14, VWf J .,,..,.1.1'4�+5i111i�,AtiiY } a{n i I,�'v'g S7,,,i rx'"'.}' "' �:1.yr r- kocw:t-+i,4. vY rl i; '., rr 'd.. a.ixe�.' u.a .. 1 k*%0 1 1 G pp.�"'1.'..4'•4tt.^� %'^�t"*zy4'x]^`m:"n+n+ts .nw..» ry",,, ,', +4 1W ". !i.4'lr j. e ly p •r.k• ,�._..,.,V M�•�Ji:'�:1B 1 1b ..„4�1 J 3 4 -T Ii a> t. Fa - +x.f. ',w. 3 }7. '� # C, , ^t --A' u,.-''—'' r••,w +,�Y .. ' 14 ....-...lit. .'o raw 1- Ile I•.'s / n i S_r --_ -1 e 1 f "3 t j w _ 4.$ _c l r,,,,;;',,lie }''�.a .�.. r'i D�3`DzjV jt 1�(�'u}..','4 I y �w.� �- � • *'4dxY .-,I'-,„,,,I,,' i't 'f Rn*r7 7- titll. t i ,.. --1, 1l :�[ R /yd` yy .. A,.....4, f t ao a7 ik -`r+m r, i' ` � Ki�Q¢r �E� ' + 1i " °r:tz"u4&. tt .,r a ,. i. u . cJrF k4 �. ar tc 3$ , �� .r c / II.,, {q y� r` 1 `. eelrlr{_' kte�r, i� -/J1.'r it t ;o,• _ Y '' 11 e }°6 � ito � 7 �1 1 i3 �'hS a ''+44":', �,,,k... -,A -..en da=lr'eY/ /z, f r 6 ,.� v "` —�' if r[' ,laP J'.'y�`.':" s ® ' ,•4. *- I & ;" �,e.T.�. _ l s yt a.�r �u ,I....�x.Y.;._ h..s °ao.4S �iG e� � CF 4 ,. .., -s , :;41rN r,n.eq••sl�. "'1MH,. ,r;� n ,,c ! r .. R 67o"4t Y . {i- : C Y/t _:i.z, I14,i.�14 v.(r l ( t44 - ° Of f k f�T,"F t s,;1 iie e1r�:ice 1' ff , A ! f'r V QIW4 _tit. d.�t '-ie, i^pJrk.„.s,saasaw. by& ' .1r E! 4 L.r ,rA- r , ," " E ' a,� ter,, ei/ij r•a 6G'.Ia ' J ', — ki, •kfi ms' T• yy t. I�i `.�4a I�•1': } •; '", q'"p, .+,.s.r r'.'., y,yt,w, :,, ^"?fi*n.}It* �-w. .-<«. . al•^r "�^wry '�� >••a,-:. 1 �!r i 4 F,L ! w r e,iw lJ i L �1 '� "''. W f it f l•i l J✓+�eaaL�(lfti,2i�lyyyj �d...a..d.MAlYYi.' "! • • '... - e2FMIT 744' r s ¢ zy :. -r^^xi . ` c T si. i Ksaw,s .r. a ' f t' +�le 0 ^ �te� /.'' -+'I � r' 1.- �''"'a1,..';''/!m r5. ','�^-.^�++rn'' ...-,..-„,..,,;_„,•7=t....„4:...,:, - '7- '''', f + 'C"9'_ r r`2 .'•,`w si xkv..6u.,,,,s n 'J a , 'F,, ?',,,,Z t yy 7 y I "{ `,.VT: 1,,* a.+:w0,„ll,>.,A .P G.e'afily..sY.a w �l / j ° a y v '"' 'R'ST`a'a��•, .p'°"" ".�,y^t ,.y z '��` '�T`-^J nR^w�iy�n+4^.s�.+d.}.i., .� a,- ,ry, �jtim��i�'y�3'� 's*'o-�Y��n�, f �p r t # Yk r `� Z ff X � ti �et�'� n "y`ek-+ k'2 .;;;,,t-.x r d a;° ,vri-.., V t ,yr r4, k''. , .� z t. q *,"� @ r '� :,: cs 4.t 1: -I{-G`� 4,3 ,£`ref ... 'r - ,, 1 fir.` "ra.,. ,, r t fly ' .:-.,u..4 ® "� p+ a !.,,,-. ,,. r :"}la A.:i, .5 1 '� _: 't z,`. a ,.r, ,�•l �' � ^'" '�""�-�-'��,R.° dYF� 1 � �' ' � r`� r �� ... "h-^*s—ter--" m....,.....�..•�aw.,,. .�I Z ] i `f -P+sx.•ery. a..-S"',m% °",nl�'{Cn,ln'+vv ��!L(� r6.3�G.+J�� '! �h...!.`✓0, yq.. lit. t. ...lt,� t.'co.i i I,t. +ti•.c�1,�. ey i,_ ",'4 Er lt, , & ,.: . .t.i. . ... h 11u /:x,.ar d. ;/Cs..s - 'gip' ,ti.o I o,i ,s t t a {f 0__�' ik ;i* 't _ . : :_; �'""Kt�^ •- ,"' Wit' 5 � m.y ? . �+' , i n , PUBLIC HEARING BEFORE THE PLANNING COMMISSION given that there will be a Public Hearing of the Notice is hereby 6431 Fridley Planning Commission at the Fridley ch M2unicipal ipa199 atn7er, 643 University Avenue N.E. on Wednesday, p.m. for the purpose of: Consideration of a Rezoning, ZOA #92-01, by Fridley VFW Post #363 , to rezone Lot 1, Block 1, VFW Addition from M-1, Light Industrial to C-2, General Business, generally located at 1040 Osborne Road N.E. Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who g later than Marchuire auxiliary alds should contact Roberta Collins at 572-3500 no 1, 1992. to be heard shall be given an Any and all persons desiring opportunity at the above stated time and place. Any questions related to this item may be_3450referred to the Fridley Community Development Department at 5 DONALD BETZOLD CHAIR PLANNING COMMISSION Publish: March 10, 1992 March 17 , 1992 Planning 3/6/92 Fridley VFW Post #363 MAILING LIST VAR //92-01 Appeals ZOA #92-01 P.S. #92-01 Council Fridley VFW Post #3631040 Osborne Road N.E. Current Resident Walter Whitney Fridley, MN 55432 7600 Highway 65 N.E. 960 Osborne Road N.E. Fridley, MN 55432 Fridley, MN 55432 Chiropractic Clinic Park Metropolitan Fund 7699 Viron Road N.E. Thomas Whitney 7699 ad554N.32 7570 Highway 65 N.E. 6449 Zinnia Lane Fridley, MN 55432 Maple Grove, MN 55369 Fridley State Bank Brand-Broad 6315 University Avenue N.E. 16255 Venturassoc Boulevard Planning Comm. Chair Fridley, 'MN 55432 Encino, CA 91436 City Council Members Kurt Manufacturing Co. 7585 Viron Road N.E. Current Resident Fridley, MN 55432 7680 Highway 65 N.E. Fridley, MN 55432 Current Resident 7601 Highway 65 N.E. Lloyd Ring 7601 Ha. 554322721 Coon Rapids Boulevard Coon Rapids, MN 55433 OSR Income Properties II 1015 Grandview Avenue RMS Company Glendale, CA 91201 980 Osborne Road N.E. Fridley, MN 55432 Wayne Panning 119 Circle Drive RMS Company 7625 Baker Street N.E. Marshall, MN 56258 Fridley, MN 55432 'Current Resident 7597 Highway 65 N.E. TOP Tool Company 7615 Baker Street N.E. Fridley, MN 55432 Fridley, MN 55432 Professional Ventures 9624 Palmer Road Wydell Habig Bloomington, MN 55437 7645 Baker Street N.E. Fridley, MN 55432 RMS Company 7645 Baker Street N.E. WYdell Habig Fridley, MN 55432 7601 Baker Street N.E. Fridley, MN 55432 RMS Company 970 Osborne Road N.E. Current Resident Fridley, MN 55432 7400 Highway 65 N.E. Fridley, MN 55432 Fridley Auto Repair 101.0 Osborne Road N.E. VFW Holding Company ' Fridley, MN 55432 1046 Osborne Road N.E. Fridley, MN 55432 r . tai STAFF REPORT CITYOF APPEALS DATE FRIDLEY PLANNING COMMISSION DATE : March 25, 1992 CITY COUNCIL DATE AUTHOR MM/dn Ral=711.1111111111.1.11111111111111111111111.11.1.11.11111.111111111.1.11.111.1111.1111. PERMIT NUMBER SP #92-01 APPLICANT Walter Klus PROPOSED REQUEST To allow motor vehicle fuel and oil dispensing LOCATION service as an accessory use to a convenience store. 7899 East River Road SITE DATA SIZE DENSITY 42, 121 square feet PRESENT ZONING C-1, Local Business ADJACENT LAND USES & ZONING R-3, General Multiple Dwelling UTUJTIES PARK DEDICATION ANALYSIS FINANCIAL IMPLICATIONS CONFORMANCE TO COMPREHENSIVE PLAN COMPATIBILITY WITH ADJACENT USES & ZONING ENVIRONMENTAL CONSIDERATIONS STAFF RECOMMENDATION Denial IPPEALS RECOMMENDATION 'LANNING COMMISSION RECOMMENDATION SP #92-01 ' Walter Klus • T. 30, R. 24 . S //2 SEC. 3 . CITY OF FR/DLEY 31 Ctl i 0 ,. "\,‘" \ Qr��+ , ,,.,7::::, \\g„ \ ��,� • - n- ,'",'''. ttiAt ''' - many,\_-VIIMA Fitri "A . IV.111. R ignems, , oo 0. • mourn �s ter.irim /, •�7;Fit -4 4-g0i1m3"—rs,e" F4 -;4i M/lI1ipiE1It.i_iY.1i.eN,/i l5ii11ill1giii bi1sIIl IIIJIIIIII1I1 1_.I.__''p:-,.,lvt'Si0 IAlit 0 1t-Y41,i'tIt 1'ri-, PZ p(. 'FlzI11iitn11..I lnM U Ii r1i11-1271.-. "7m7..e:1o51.;..v,-1,,r-,i.,.V...zg...w\Iir1,tL:`;\'5. .. m . . _ _ STREETLBERTY . , . . :oIF. 1I0 iii I l,i • ..• 6..r,1,-1, -- tiiiiil 1, i 1.warra, yam. . ,,,d_A-- --,,------- n,nip- \ ItEZER :;:-:[1-1 „ 1111 1 iIFI"IiII5i gall iiitililk \ VI 7.1:5lA '� 'rnlIliiirlill s p 3 STREET li7,4t7ir V` iIl tiltir k\\ • alItraproeirlpriorIN -,:.-14,*61111.910112111 ii 0 p' . ink. .:\_ _„_1 e gi, ii i g g strm. \ in -:4,filitit_l_AE c 7,1 gm I 4-1-1-ira,\ . .virw.or. wrionsgrille I g it 1111155k\ N. V ili-,,i. rdrililigilitigiiii Pia ' arjr17211111‘. •5. 5;11177111 VrtiC .141111 ,7 r , . . ..: . . r. ..,.\,:,.. . ,....4i; ‘,.,,firl,minr.:.;.. .;., ....e.,....,:. .,,..,.. c,.., .7;;,,,,,,,, ;-.4.:;---...,:v3VPA. '2.e- IV ',: .., : -' - . ':,.‘ . ••*DM og. Ipsohi ' .• 'Illwr zs . Ct�) n y1P+ i°i - ,• ``,, 1 4:0 : (tl , • rir,il • ‘ 69, . , k, • ' ►► ':•- 1 :1•;-l"01� ey MEAD,. �.,c, RUN 41m. :�IR�all AIME PEP, - _ 'i f',,t . ,,,t,,r... .gyp.•4-4A004..70".7 6�� . .4, /ST (,� ADD. \ ' (Y7 , ..- .< nr, Q\Q`�(r _ (9)• SOy l':�.Yr s (�'1 4,-- ± -�T,i , \• .. , '•-• \ - 4'.:14)'•• , *- ' 4 «. _ - h9 q .0: r di g • \.. , '' - ` ,- Mil 1--: ' • A.: ... PEARS i 9` b. ' a ��>y , 2No„7 L \\ Q., yF. (.•, .•',y .__ c.0/ ADD.- , " ,,• : cal �' \ v�'• S�/* CORNER SEC.! �� , 43 34 8 • LOCATION MAP • SP #92-0 1 Walter Klus 1 .: s . - ...,. :, t-0-`1 ) k,r ,) ,.'.3 '.... s0 '..,-.),, ‘-:-. '-.3 ''---i•t ;Z C ,-. ;3 2 •"-^ L-"-1 j ,1 j e, ce3 ) f.) f': 0.-. ) ,,o •,'" -- ry D c.0 -0-.) D ,D i .., ...0, - ft.. - -.) c--, 0 ) ,-) r.),\ >j ,,;3 D OF , e.77,) ,c). .,;,„ ,...:..) . 3\ r d 3 3 0 d ) \ # '‘....3. ,) • 7\ ' "j C''‘A s ? rn..) .) 17‘,..1. ,-...- -) .., , ') .) 7) .r.D ) -, c`.-) cm. .D .-, •7 • Or f 0 .II- SIN EN11101 11 I 3 ° ' 11 0 ‘ r- Ei 1 IRONTON 4 K000r /- 41) I MI EMT 11 II.111101, I 4 r.z .'. \ t V )U.•K I anciel/IM.14:61:] .6. P vox v ze H i i s'P ?./Pr;r11711111 CEAPPr . • lb- ralL est& I uma • 5 / 1.1,...A 1.4,-; 1.17 2721 • 0#sena 6:it J t. im I,*A„. ,. m .- 'q - R'O'.i f.Rixil<._c• .,T.g- 0,„ / t.i!i .. AZmi1Is 33 Itti52r ' 4.1\ JAM 4,A tif •• A efizA /a'AP IV 0 IV V ELY CIR. co ELY . • s•ItVgian. • r La. 7 , <4 \ I, Fir, wr LIBERTY ST. 11.1.1.11 1011111111.1 \ z rz Zec.• -e/ we V1 7 0 - • MIN t- E to ,-.s- .n iirc,':••P. •— .. . ../ , __wow—I:I . . \ LO NGF L LOW .4eg"S. Milli i! ii •• - r I L' el • AI . , . .6 r 2 • • \ • • • % IIIJ • • • \ • • • • • a-, a •..0.. •$. . \'1:17°°. . - . -.. . .-:. . - in.."1% 4114: • ',Slip ii: ' • . --.. r • ' ‘‘C,44\7/11 .. - . 1 sAtA>. .;-6 \'113) . • • -.s,•-.WL_..• . _.. ....._ . . , • s ,, • • • . • • • 74 l•5 6• • • • • • • C 4:7 1 % 1.4, k .. % 34., s - • • • • • • • • • • z ., / I 44 ,ti- .\. -. , _4',;) 42*; '.. ,t.,1 % •(• .\ •••••• • •••i•••••••••••••\0 * . 11-1)3 : \ \•1.... ) Ai.•Oa • • • • • • ..04:• . el •••it; / Cr)- 4 • IC •( 1.1°-,1 (*4'. . ,51•)'' 2 /, 8'1:1 •11.t. •\•‘61.1•1416.14:11'4 '6 ••.•1:Sfah••4.' -.*:'\ c.) ,,. . k.,.. '*-:-7 % ,, „, .. Ikr^ 6 . I 1 40 ;•.•,... ....0. .•.4.•,..•.. ..2,\ i .,,, • A • 0 . 1 .41:'.. *...k \ • • •• • • • • • •••.4:2\ 410 . . C..(e.ft., . qIP L V, . a . "'Az., •••0•Iiir••• •, • •r• 11% 78 TH. ' f 5 s7 e _,• . '. \ os Iss - Ohle 1 s .1.0 \\ _. 9...GP* ..*:'.. \ •........—••.•eli- :LAFI: - lia- 12-N- ‘' A ZONING MAP • Staff Report SP #92-01, Walter Klus Page 2 Request The petitioner requests that a special use permit be granted to allow the installation of gas pumps as an accessory use to a convenience store. The request is for Lot 1, Block 1, userson'a First Addition, the same being 7883 - 7899 East River. Road N.E. Ith was ha necessary for the petitioner to process a variance to reduce ce the hard surface setback due to the ed to gasexpand pumps the T e koriginal for the installation of the proposed variance request was to reduce the hardsurface setbackfeet to 6 feet at its greatest extent. Prior to the Appeals Comwith ion meeting, the petitioner arranged a lease agreement the apartment complex owner to the east to lease a s in the apartmentnsmcomplex parking um of four, and a maximum of ten, parking spacehe lot. This eliminated the need to reduce toommission hardsurface recommended from 20 feet to 6 feet. Appeals approval to the City Council to grant the variance to reduce the hardsurface setback from 20 feet to 17 feet and 14 allow the expansioneof,the parking to correct an existing encroachment, and to area. Site The- subject property is located at the southeast Located corner on the of the intersection of East River Road and 79th Way.property is a single story, multi-tenant masonry building. The property is zoned C-1; Local Business, and there is R-3, General Ge and Multiple Family Dwelling zoning to the north, south, west. Analysis As was stated earlier, the pots etner thercoderrequirementsed a eafter the in order to expand the parking area t installation of the gas pumps. While the expansion of the parking area will allow the petitioner to meet the code for the to s currently located in the building, should the uses change king wille more retail in nature than what currently exists, morethe petitiner be required. If the variances had not been granted, six spaces. would have been unable to meet the code requirement by If all Again, this is based on the uses currently in the building. i of the uses in the building were retail, the number of parking spaces required would be 34, and the petitioner would then be unable to meet the code by 9 spaces. petitioner has located the pumps in such a manner as to The pumps are located in minimize traffic conflicts on ttethetnormalefowof traffic into an area which does not interrupt Staff Report SP #92-01, Walter Klus Page 3 and out of the site. The placement of additional curbing along the southerly corner of the gas pumps will aid in directing traffic into and out of the gas pump area. A signage plan submitted showing where the signs will be placed to rov should be id direction to drivers as they maneuver in and out of g p the a as rpumpump area. In addition, the petitioner is proposing to install additional landscaping to meet the code re quirements and is consierng amending the existing comprehensive sign plan for the building. Recommendation While the petitioner has carefully located the proposed in a manner to eliminate the traffic conflicts on site,pump theisland can no longer adequately meet the can code. g parking requirements as required byparcel will be short 7 spaces if the entire building is filled with retail tenants. The addition of the leased spaces from the apartment building to the east may alleviate any potential parking problem on the site; however the site still cannot meet the code requirements with the addition of the gas pumps. therefore recommends that the Planning Commission recommend denial of the request, SP #92-01, to allow motor vehicle fuel and oil dispensing service as an accessory use to a convenience store. If the commission chooses to recommend approval of the special use permit, staff recommends the following stipulations: 1. The variance request, VAR #92-02, shall be approved. 2. A signage plan showing the placement and type of directional signage shall be submitted prior to building permit application. 3. The landscape plan shall be approved by staff prior to issuance of a,building permit. 7 SP #92-01 Walter Klus f • . /z \.gg I S 11199Nn t t 4 . • • L-J \\ it i L •\• ti Z1- 9 •\ , \,) , 1 :,p . L----J \ -g ,,/,[ 1 • • 1 1 , /, u+-- ,, , . .- 1 -'i , , I . 1 . .1 1 1_____,___ 1 I ;� 1 / z , i . . I ow, , ,, ------ 1 ,/ z Ire, ------ - / / „.,0 • • )7 : . -- >.\/ ,- 4 z, le - ,- / /2-0') p 1 H , - •i I z Acq-- I I 3 i k-s-s. \Z ,/ , 0, tru Ili pt 1 / 41111 Ii1J12 / 0111 ,5 ;r . SITE PLAN SP #92-01 Walter Kius Ott ' i - • . ";' 6... •Z• .:,..-...: ri- - -.. .. :-. „ Ili'.T.•* ' . .: , k) •....i.c:•-wp, z'' . ...1.,)..;.1 ,Fi,,' ,„,': ,,,, . :.„0•.*, ill • .'e. .• 4i.rc-' ''.- I'l. - kal, :::• •iii : 4. i •' i iii-777 . i a•�1 .. ...t' • -• s,; �.• _ + ,1 •._ I+ 4. ''' N P oil el) aa: 1- FI ? r. n v 10-(.171.4 Mimi .43\*. - `�ll7I1, 7' ( '4.1 1.0 . 11 alp ; V • It 1, I I ail I _ - . r�.'' 1I IHH , Z\74 '' . , , .., ,r — zi ,, I I i .,_ 0 . , , . ' 1 ��1 1 1 �° °) ' ii,.. I i 1. 1 , ., ! . • J 111 , E^ - Q Q •° 1 I I L, 1 ��� =-r-4 yl _1 '1-i .. wl�...1i ...- ill QW� : l • m oW :.£. / ear C2' 4} t . f1v , Z� .lti Z z i� s -.7.>7/ �� •�h 1` s, " � 3r• � W01 ' n �: Hi tz _'V0 AJ ii •-.• 4-—� , .J I , . V r , : 1, 1 c'i •• N. 1 V emu O. . LANDSCAPE PLAN SP #92-01 Walter Klus • • • t • . • • • . At_ • • • • •--_ _ . - \ 11 — 1 • e ' ' • r7-.„-rt '. • I. ! • --77+77: • . 11.ia VVV SP #92-0 I Walter Klus • • 1•• • CI 1°111H A.:k. ••• •- :• I o-1 —; , I :r CITY OF FRIDLEY 6431 UNIVERSITY AVENUE N.E. Community Development Department MN 55432 (612) 571-3450 r...r.......... ...........- ---------- - SPECIAL USE PERMIT APPLICATION FORM PROPERTY INFORMATION - site plan required for submittals; see attached Address: 7883 -784A Fact River Rna1 , Fri c11 Py, MN 99412 Iegal description: LOT 1 BLOCK 1 , PEARSON'S 1ST ADDITION Lot ONE Block ONE Tract/Additicn PEARSON' S IST ADDITION Current zoning: C-1 Square footage/acreage 4 2 , 121 sq.f t. Reason for special use permit: moHra43eRTSW EuRea? EMS}1T } es8 oviSe Section of City Code: C-1 LOCAL BUSINESS DISTRICT REGULATIONS SECTION C USES PERMITTED WITH A SPECIAL USE PERMIT #(7). ��,,_„ ,,,,,,, FEE OWNER INFORMATION (Contract Purchasers: Fee Owners must sign this form prior to processing) NAME WALTEB W- KT.TTS ADDS 7017 valley View Rd. , Minneapolis, MN 55439 DAYTIME PHONE 922-2560 SIGNATURE a/A---6-14.-- DATE 2/21/9 2 PETITIONER INFORMATION NAME WALTER W. KLUS ADDRESS 7017 Valley View Rd. . M1priPapnl i c, M 55439 DAYTIME PHONE 922-2560 SIGNATURE DATE 2/21/9 2 Fee: $200.00 V $100.00 for residential second accessory buildings Permit SP # ql--ol Receipt # y-71 7 Application received by: ►✓`- 1 '1pea-__. Scheduled Planning Commission date: i P'/a-V07/ Z- 1 l 77 Scheduled City Council date: 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 25, 1992 at 7:30 p.m. for the purpose of: Consideration of a Special Use Permit, SP #92- 01, by Walter Klus, per Section 205. 13. 01.C. (7) of the Fridley City Code, to allow motor vehicle fuel and oil dispensing service as an accessory use to a convenience store, on Lot 1, Block 1, Pearson's 1st Addition, the same being 7883-7899 East River Road N.E. (Riverboat Shopping Center) Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at 572-3500 no later than March 11, 1992. Any and all persons desiring to be heard shall be opportunity at the above stated time and given an c questions related to this item may be referred to the Fridley Community Development Department at 571-3450. DONALD BETZOLD CHAIR PLANNING COMMISSION Publish: March 10, 1992 March 17, 1992 PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice is hereby given that there will be a Public Hearing of the Fridley Planning Commission at the Fr M lr h Municipal 2 i ipa199 tn7:30ter, . p43 1 University Avenue N.E. on Wednesday, .m. for the purpose of: Consideration of a Special Use Permit, SP #92- 01, by Walter Klus, per Section 205.13.01.C. (7) of the Fridley City Code, to allow motor vehicle fuel and oil dispensing service an accessory use to a convenience store, on Lo 1, Block 1, Pearson's 1st Addition, the same being 7883-7899 East River Road N.E. (Riverboat Shopping Center) Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at 572-3500 no later than March 11, 1992. Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place. Any questions related to this item may be referred to the Fridley . Community Development Department at 571-3450. • DONALD BETZOLD CHAIR PLANNING COMMISSION Publish: March 10, 1992 March 17 , 1992 61L& /t/k- a/10. e-7-6e:/fir aa Planning 3/6/92 SP #92-01 MAILING LIST Walter Klus Council Walter Klus Resident 7017 Valley View Road 7845 East River Road N.E. Cynthia Czichary Minneapolis, MN 55439 Fridley, MN 55432 Frid 78le y,, MNN eyd Way N.E. d 55432 John Zielinski Five Sands Development Co. Kirylo Czichray 7889 Firwood Way N.E. Midwest Management 7881 Firwood Way N.E. Fridley, MN 55432 7100 Wayzata Boulevard Minneapolis, MN 55426 Fridley, MN 55432 Walter Klus 7899 East River Road N.E. Resident John Arvanitis Fridley, MN 55432 7895 East River Road N.E. 7875 Firwood Way N.E. Fridley, MN 55432 Fridley,Y, MN 55432 7865 Firwood Way N.E. Resident Clarence Fischer 7Way N Fridley, MN 55432 7875 East River Road N.E. Fr89dley, MN7 Fid 55432.E• Michael Betz Fridley, MN 55432 2712 Terrace Drive Resident 2712 Burnsville, MN 5e337 Michael Klismith 7893 Firwood Way N.E. 7905 East River Road N.E. Fridley, MN 55432 Resident Fridley, MN 55432 7869 Firwood Way N.E. City Council Members Fridley, MN 55432 Walter Kuckes 1340 Ninth Avenue South Planning Comm. Chair Resident St. Cloud, MN 56301 7861 Firwood Way N.E. Fridley, MN 55432 Resident 231 - 79th Way N.E. Roger Carey Fridley, MN 55432 10270 Mississippi Boulevard Richard Peterson Coon Rapids, MN 55433 7939 East River Road N.E. Resident Fridley, MN 55432 7857 Firwood Way N.E. V. Frone berg er Fridley, MN 55432 7885 Firwood Way N.E. Resident Fridley, MN 55432 7883 Firwood Way N.E. Fridley, MN 55432 William Walus 221 - 79th Way N.E. Resident Fridley, MN 55432 7891 Firwood Way N.E. Resident Fridley, MN 55432 211 - 79th Way N.E. Jeffrey Jones Fridley, MN 55432 7851 Firwood Way N.E. D-62 Properties Fridley, MN 55432 112010 Woodhill Lane Blaine, MN 55434 ill i Community Development Department I f::::X PLANNING DIVISION City of Fridley DATE: March 20, 1992 TO: Planning Commission Members FROM: Barbara Dacy, Community Development Director Michele McPherson, Planning Assistant SUBJECT: Draft of the Water arid Sewer Chapter of the Comprehensive Plan The proposed draft of the Water and Sewer chapter has been revised based on the comments from the City Council and comments made by the Planning Commission at its May 8, 1991 meeting. A public hearing before the Planning Commission has been scheduled for the March 25, 1992 meeting. The attached draft outlines policies to meet goals and objectives to maintain the drinking water and sanitary sewer systems. The goals and objectives are consistent with Metropolitan Council regional policies recently revised in the Water Resources Management Plan. Of the revisions in the Water Resources Management Plan, the only one to affect Fridley is for sewers. The three areas of concern are: 1. Reduction of infiltration and inflow (I/I) in the local system (required under Regional Policy 1-5) . 2. Elimination of on-site sewage disposal systems. 3. Determination that projected flows to the year 2010 are within the capacity of the system. Staff has determined that the City is in compliance with the above three issues. The City has an annual program in place to reduce I/I, and has an ordinance and policy which encourages the elimination of on-site disposal systems. Staff has also calculated future flows, and they are within the available capacity. The Metropolitan Waste Control Commission is conducting an I/I study on the regional interceptors, and there may be an impact to the City as a result of this study. There were no revisions to the water systems statement which directly impact the City. The Metropolitan Council, however, has Draft of Water and Sewer Chapter March 20, 1992 Page 2 completed a long term water supply plan which was submitted to the Legislature for review in the 1992 session. There are several recommendations for the Legislature to consider which may impact policies may the City. Future revisions of the City's water supply occur as a result of Legislative action in response to the Metropolitan Council recommendations. The previous Comprehensive Plan also contained storm sewers and solid waste in this chapter. Due to legislative planning mandates in these two areas, separate chapters will be prepared. Maps and charts will be revised prior to publication of the Water and Sewer chapter. Recommendation Staff recommends that the Planning Commission hold the public hearing, andtoh Councilthat they adopt the the attached amendment to the Water and Sewer chapter r Comprehensive Plan. MM/dn M-92-183 DRAFT OF THE WATER AND SEWER CHAPTER OF THE COMPREHENSIVE PLAN I• INTRODUCTION The 1980 Comprehensive Plan included the elements of Water, Sanitary and Storm Sewers, and Solid Waste in one chapter. Due to extensive legislative changes in surface water and solid waste planning, those elements will be addressed in separate chapters. In 1980, it was determined that the water and sanitary sewer systems were adequate through the year 2000. This was based on future population and development projections of over 30,000 people and developed acreage of 1,708 acres. The City has not experienced the amount of growth originally projected in 1980, nor has the land use plan changed (see attached map) . About 260 acres of commercial and industrial land have developed, and about 500 housing units have been constructed since 1980. Based on new Metropolitan Council projections for population and households, the water and sanitary sewer systems should be adequate through the year 2010. The City completed a water system study in 1989 and continues to implement the recommendations to improve the water supply system and insure its cost effectiveness. The Metropolitan Council completed a long term water supply plan in 1991 for legislative review and the City will continue to monitor the recommendations and the resultant actions for their impact to the City. II. GOALS AND OBJECTIVES GOAL: To maintain, in the most cost effective way, the drinking water and sanitary sewer systems in order to ensure the improvement of the environment and the conservation of natural resources. WATER SUPPLY SYSTEM OBJECTIVE ONE: Maintain the high level of water quality in Fridley. The health and safety needs of the residents of Fridley are • directly tied to the City's water quality. Through prowater treatment, the protection of it's residents from wa erer related disease is ensured. To continue adequate protection, the City must stay abreast of the must current, cost-effective methods of water treatment. POLICIES: 1. The City should continue to employ the safest and most cost effective practices to treat water for human consumption and use. • 2. The City should maintain contacts with agencies and individuals studying improvement of water quality. 3. The City should continue to enforce the Rice Creek and Six Cities Watershed Districts' Well Permit Guidelines. OBJECTIVE TWO: Continue to maintain the water system operation and supply. Water supply in Fridley has always been adequate even during the drought of the 1980's. However, since the City' s water supply comes from underground wells, efforts to preserve and protect ade. At the same time, Cit ty mustd water omote efforts to conserve mexisti g water resources and City p encourage residents not to waste water excessively. POLICIES: 1. The City should repair or replace supply lines having defects or severely restricted capacities as they become known. 2 . The City should continue to supply the needed volume of water to the residents of Fridley. A. The City should sponsor and promote water conservation practices by individuals and organizations. B. The City should encourage the recycling of industrial process water and air conditioning water. 3. The City should review the need for additional wells and storage facilities to satisfy peak demands. 4. The City should investigate and promote the use of various ground water production to satisfy municipal needs. OBJECTIVE THREE: Equitable distribution of costs to all users for system-wide operation and improvements. The overall cost of a water supply system is extremely expensive and must be a shared cost to all of those who benefit from its use. The City's present policy of assessment follows this concept and enables it to maintain a higher quality system for the benefit of the resident. POLICIES: 1. The City costs of localized water main changes to the benefi ting areas or developers. 2. The City should continue to bill costs of operation and 2 replacement to the beneficiary. OBJECTIVE FOUR: Test and monitor producing wells to ensure adequate water quality. High water quality is important to the economic viability of the City and to the health of its citizens. The City is aware that contaminants are present in the City's drinking water and should continue to monitor the levels to ensure that they are within the Department of Health Standards. POLICIES: 1. The City should work with affected jurisdictions and regulatory agencies to determine the source(s) of contamination. 2. The City should evaluate options for additional water sources if contamination increases. 3. The City should continue to monitor the levels of contamination in the water supply. Sanitary Sewer System OBJECTIVE ONE: Maintenance of existing sanitary sewer system. The existing sanitary sewer, which is separated from the storm drainage system, is presently in place and serving the Community. All residential, commercial, and industrial developments are required to use this system. Maintenance and repairs should be made when necessary to keep this an adequate system. POLICIES: 1. The City should continue to systematically inspect mains and lines and routinely inspect those in-place sewer lines in residential paving program- areas. 2. The City should immediately make any repairs necessary to keep the sanitary sewer system in good working order. 3 . The City should take measures to remove and prevent any infiltration/inflow into their sanitary sewer system. 4. The City should work with the Metropolitan Waste Control Commission (MWCC) to ensure the adequacy of its interceptor to handle present and anticipated sewage loads. 5. The City should work with other agencies in evaluating innovative sewage treatment systems. 3 6. The City should continue to prohibit the use of on-site sewage disposal systems. III. WATER SUPPLY SYSTEM INVENTORY OF SOURCES Hvdrogeologv The City of Fridley's water is supplied by a series of wells which pump water from underground aquifers. Aquifers are areas of water permeable rocks in which water can move through and collect in in large amounts. These aquifers were created through past geologic activity. The City's water is found in two types of aquifers 1) glacial drift; and 2) bedrock. Glacial drift is comprised of lake deposits, sand and gravel out wash, and glacial till which was left as the glaciers retreated. These deposits were left in sinuous, highly permeable layers. Located between layers of impermeable rock, these areas of glacial drift can be from 56' to 247 ' deep throughout the City. This "sandwich" of glacial drift creates areas where water moves through and is trapped. The bedrock layers are commonly found under the glacial drift layers and are comprised of sandstone, shale, limestone, and dolomite. Several aquifers occur in these layers, two of which underlie a large portion of the City. These aquifers are the Prairie Du Chien-Jordan aquifer and the Mount Simon-Hinckley aquifer. The multiple names indicate the rock formations within which water is found. The Prairie Du Chien-Jordan aquifer is the most widely utilized of the two aquifers, as it is the shallower of the two aquifers. It is more expensive to tap the water supply within the Mount Simon-Hinckley aquifer due to its greater depth. Below is a chart which contains information regarding which aquifers supply the 13 City wells. CITY WELL INFORMATION Well Number Aquifer Depth Static Water Level Mt. Simon-Hinckley 925' 80' 2 Mt. Simon-Hinckley 1 842 ' 131' 63 ' 3 Mt. Simon-Hinckley 870 ' 4 Mt. Simon-Hinckley 830 ' 160' 5 Mt. Simon-Hinckley 845' urm 6 Prairie Du Chien-Jordan 255' 56.5' 7 Prairie Du Chien-Jordan 262 ' 65' 8 Prairie Du Chien-Jordan 265 ' 70' 9 Prairie Du Chien-Jordan 255' t1 10 Glacial Drift 199 ' 38 ' 4 ,_ _ y, 1 �r eee«..-s o �\ - ` -. N%mil- •. - _ l �_ ���iaallr ' 4.:414.1111 .1 Milt 7):-. i „,,‘„,• , ';11 ..- -i-,, 4\ \ .../6.-- *\stip-, " ' �q lit9 , ----:-,i,iii) •• r, ilk i. Ili k.., MP ;O.- •I' NI . l. le") ' , ri ....„,,,,, ..is:, , _,...=,,m,i _ _ , ,.._ , 1, ,,i,, ,,,...., IV . ILILIIM ', I �/C��i, il,A+� 0 1/� ^\\ NI -\—i �ll i ,rit‘71;r4to TV',1•44-ra. ...- __ it,,, - morg-:.- ,, , ,, ,, , ,iire la a./ Al.,„t-.11 ......--The, 7-141/ ,I., ‘ it,"1 'fi,,./AkirliEiliN1 ha 1 S' - it At--- --olit41 r-10' tfistii_iip-Ali --- II' r--tlif imillismskiir fij dm ‘. - : ,„,... . .„,.....:„„4..pitilitp! i - ' -impEr.-: ' gHrs ar'_. Frvir-TA al it40 -,„ire+1,-; t f7_,I. _- , 1;. # lie :....:: ; Hi I I WE -.. .j A - :- REI ltrAmirj iirdNizajp ji_ . ,mir.3 ,, /7 'pi; ,, ;_s\L "•,..''' Ilk ji''-''' - l' . 1117301_111 i AllimmA, imo,,z, ,,, .10,->-• !-----' -;N--,-.--, --..,,,...4-1*--4, ........,-, ,A_Iiir/ 'WI rm; . , .-s.,:,:. _-:.. ifity/Wara- : . -7*7.11.-7-7•t-_-.7,--- -,__,..-1111,- ,..!-'< _Feli; V,vb...,,„, r 7 ;,, -. 4.1 Halm, ,-‘1 / ,-,.47.- 4m---..... 4 II. WATER SUPPLY , , 1 I 1 SYSTEM .......«e.«... �-1--. III. FILTRATION PLANT RESERVOIR • Q Y1 WELL '•, --- WATERMAIN Dr ( ON OR GREATER) ` ; _ 1' ; FIG■ B.-1 'NORTH i, ,i • earrvuw 14118wL n / r( y PLAT IYNI G FRIDLEY S-9 i 00 d 00 co co r T M Cr) CO CO M 00 •- CO N = ram„ f i i CO N O co co r N. N CO 03 .4. 03 M C)co 0 co CON N #?w'% 1 M O M co O r co t� st tD N n O W ti: : T T O r co r tI) r Co 0 .4. COCO0 Z :'S:, .at to U) 00 co 0 st N. COW r e- T r N 'ct CO N N T T T CD r '<? N -0 s:•l'%v to h• N CO CO st 1n CO O) O to () N CM ti#-.:,i 00 O ..t M M •r CO r 0 ti O to CO 'tt ui T 0) T N tD T N T CO O Co T O CO CD 0) (0 co N 'i.iii.i•.)• r" M CV sI M CO' N (D C7 CA ti C7 CA 00 CD CO r ;•` Cr) •. '�t N co cD W Cl) 1- co e- co r r r to r Z >. Z r r r N N CO CO N N :•::%: N Z 3rfiz 0 ij4' J :As V O ;w.§4ti (0 h r CA M h M O d CA M N O M 'V' u. 00 0) 0) d' T 0) co co 0) O 0) - - co NO Crj .. z:.<,•;gv 0) co co to I- CO CA to tD r T T co M a Cam' O N .ii to N CV N N T M (0 C) O O sue• (D 'Cr U) (D 0) to CM N 0... CO 1' (o CO N w ? al 0 N N Cl r T r T r r Z r;: N D s: Cl) < Oa in aDOtD �tto 0 rndnOu0i CO T OD • ` ›- M co o) o ti co x $ k£k,.$ W r- .Cr) CD CO N (0 0) N CO CA U) h at COD to c)o "Y` Z • r Ai tD N (D to 1, t: M r CA co C9 .t v::•. J - M N V) 00 ti CO T to d' to to N 7 :?; CC) cmN T T r r 0 :::* alloxs:•.: : CA by IL I F`4:::$: lL c\IM st N N c0 O 0 cr) O M M CA N to d i CA F- o «> � O 00 r N ti M 0) ti Cr) C') N CV) O st r' t0 O }`'••g'` CA r M N ti to Ft r 00 st to f` CA M `- N 5^':a st , N 0) C) I, (D C') 'ct coin d' (D cococo f.:1:,:• w r 7di I— o N N co st N N N , co r � co O }' i~ti: CA r J sw.%%? T D — -) U OR: ' 'ii I- «>< aiii i.iii M to M T M N CA coM N N. to O O N. O to I :g:§; > CA O CO r T to CM CO CO N. N CO CO Cr) CD iii rrr } CO vt CO CD CO CO d_ CA N O M O CO N._ tD t~n N J T to Ni t� tD to (D Oi (D h N M cc; r ::}::; I N ct O CO CO CO N >- i i_. T r r T N N r T T r � r J %a>.r.; T D Y,.y;}yr. O -N CO r 0) I- Cr) to U) U) N. r CO 0) 00 N . a W i:KI%: CO 'ct CO N to O N O CD CO t0 O t- C") C) 4 « J:>:,,E. C) CO i- CO to N T '1 (D T CO) N tl) N ti 13 Sit; r• r- O to 00 00 O CA (D (D CA c0 4 N '4- Q i:':::;;i r r N N T CO N N T O 0 -J i=ii i;` N N N r r T r I_ Q siG` 0:`: = i .:: >o > Nw m � ww w >- F-- a> xa F- mWmo >. (nc9o0 °Cak F-_ tr a = aj w 03 -, zo u Z > YQY ;;»:` CjJ W } OWW Q Y w Q a - - -Ja2wa0 «' , y Z� waaa � Dw00w w0 > aww wa . ::::: I u. Ma2 � -3 < Cn0Zo >- F- apa. 0aau. « ::: . 1 I ' _.____._ _ 0 0 i ! N; . CO/I- , i to/! . CO 6 __ 0 : 0 _ N , co CO 1 to] r•-•! I • _ I „ 1 ± - •Z ! — , - C 1 O 7 • , ., 0 , . ,v. 0 0 . - N! CV i - , - W Liq I N. L.1.1 1 to : co :. a. C.) c)"." -i , , , :,-. :, - . 1..... . ! . 1 1 ! - _ I : co „ . . . .. i 1 CC CC co • co, 'I/. -I - i 1 cn o) cc .• I W II- z 0 , co! - I 4 1 •, , .., I I's: i ..... 1..... ..._ _., ...1 0 i. • 1...„ - 0), im, o3. _ to . 1 . < i-i ,-- : t,.. : , i 0 0: LIJ a.*. 11 >" LL --)1. - 0• - lo . CO (5 , co, • ...i. i r•:.,.....— '. co W E-- CO 11.! - 0)! - i . . 11J I CO ' ' . — CC ° CI a' ts•: CD r: . 't i •• — I . 0) I ! i D u) ! , . cy) . „ . mom% 0 7! i 1 i CO °3 • 1 -- /r Til LI. CO I • 1 10 I 0 ' i - -J - • LL .• i i 1 I • 03 0 0 0 0 0 i ,_, 0 O 1- %-• 0 0 0 0 0 0 0 0 0 0 0 - - - 0 I.0 0 I-0- 0 L.0- CY) N N a- 'T" ._ ______________________ __ _____ — 11 Prairie Du Chien-Jordan 6 6 9 ' uotn3 ' 53.5' 12 Prairie Du Chien-Jordan 2293 ' 13 Prairie Du Chien-Jordan 26' SUPPLY AND DEMAND Water Usacfe The consulting firm of Howard Needles Tammen and Bergendoff (HNTB) conducted a water system study for the City in August 19 FoFor that study, HNTB researched the past water usage by residential, e ide (al, ee commercial, and industrial users for the years attached "B") . In 1977, 1,467,459,000 gallons of water were used. In 1987, that number increased to 2, 538,043,000 gallons. This is an increase of 170%. HNTB also calculated the future usage requirements of the City. Residential usage is based on a per-capita ulat on for the 1990 census was gallons/day/person. The City's pop determined to be 28,335 persons. The rate of residential construction is not projected to increase over the next ten years as the remaining vacant parcels residentially zoned land are predominantly "infill" lots. The last large residential development was the Springbrook Apartments at Northtown, which added 358 units to the residential housing supply. Future residential usage should remain stable. The commercial and industrial projections are based on29 aacres gallons per acre calculation. The City has approximately vacant commercial and industrial land remaining to be developed. Using an average of 1, 650 gallons of water per acre per veY City's future water usage should increase by 478,500 gallons per day if the remaining parcels of land are developed. At that rate, the annual rate of the Cityater sa ise fully ld developede by(see attached �0 E")or water per year once (Paragraph to be inserted here regarding current water usage rates and potential future increases. ) Existing System The City's current water supply system is divided into three levels: low level, ie a i ntrmeditelevel, n and high slevel. Water is t treated at two plant e. Low Level The low level system is supplied by Wells 2-11, and 13 . Two filter plants located at Locke and Commons Parks filter water as it is pumped from the water supply. In addition, a three million gallon ground reservoir and a half million gallon elevated reservoir are 5 • T ";e .;w•w' — a` .••,. ' STREET MAP - CITY OF ;-• = FRIDLEY `% 1.i,'�r►=r2 •_ •_ . l_.4 - -�7 t \ �' ...., ���+\,� �idalr MN��. r_ INTERMEDI E SYSTEM ,�. v1s48:cICI. 0 /r -• 1 n i� _ III, �Y•L,_ v--� ‘,' • ` I WELL #12 BOOSTER "-., � � " - N 1 �- : — d , ,a�I"' j — ,_'1:. w 0- e j _ rC �� �� ;'� -- ritil„:_ WELL #12 • . I.' law 1#; OCKE PARK 7-1 1 >,a _ ION PLA. ,erf>ifi.`,/r 'j ..t le i .. 1101.111":.: 4-9. . ra'.431? .. .. ic . I .0-t°1.4` it 0'illii ---. " - 1,z..`::::::. 11,... 71-Mit t LOW SYSTEM i 5 • . ` * J • ' eL '.. L Y 63RD AV, A otil,it ,:,— ! too '4r 7.... iii-i , .. •CDMMON$ PARK1,, , t • ff . V .. 19 .: 1 II II ' litilitt : lf, c.i. I . ' z TMENT PLAIdY M , .• :: _ ..........:44..„. /i MARION HILLS BOOSTER STATION 1 �' ' 'git *L":' -- r— lici.; . ‘? f -is// /,�� .'' - -- miii �� wit r ionit,• WELL #1 BOOSTER r —MP- .t • (��� ;; -AlZ '1.1 iL'i ems;: . ,r`111"; , .111.0144„--C--- 141' • il k__ ' - 11- . _LICE! 1 :76 : t ILEGEND I i -'7i L. WELL I I HI H SYSTEM ‘ I GROUND STORAGE £ :S, _ I II! .. __ • �, t illig iJJ•- • ELEVATED TANK 1 -t.1. • BOOSTER PUMP r IC • . I :1, V WELL I)'f4:Eh(e• .! • • / 0;f :.1� rir o FILTRATION PLANT • / ::;: * -._ — / `_ �■o' . .SYSTEM SPLIT ` •�' FIGURE 7 located at Commons Park which provide storage for supplies as required. Currently, Wells 6-9 are being monitored for traces. This i (TCE) and be l further discussed 9 is off-line e to excessive under Threats TCE to traces. This issue Water Source. In 1991, the City constructed an additional 1.5 million gallon elevated reservoir the tem, assist in providing additional storage capacity for system. Intermediate Level Wells 1 and 12 are located within the intermediate level system. High Level The high level water supply system is not supplied directly by specific wells. However, variable speed booster pumps run continually to supply water to the area of the City located east of Highway 65 and south of I-694 where the elevation is much higher than the remainder of videshadydit nal storage capacity (see attach. A 1.5 million gallon stand-pipe ed which provides "Figure 7") . The variable speed booster pumps allow the pumps to match the supply of water with the amount of consumption which is occurring. Anticipated Future Needs The water study conducted by HNTB determined that the City will need to continue to maintain the current system as well as providing improvements to the system to ensure that an adequate water supply exists during times of uncertainty in the system, i.e. equipment failure, power failures, major fire flow requirements, etc. , occur. The study indicated that additional storage would be highly desirable to accommodate these uncertainties. The study determined that the City's static water pressure which rani sisrom 50 to 90 psi is acceptable. The standard of 60 to 75 p optimum level of pressure; ure horawever, as acceptable.the City's elevation changes greatly, the P Various improvements which the study suggested include: 1) higher capacity booster pumps and an additional elevated gala on reservoir per minute serve the high level, 2) an additional well, an additional elevated reservoir, and completion of the water main loop near Skywood Mall for the intermediate level, and 3) a third booster pump and an additional one million gallon reservoir to serve the low level system. The City has currently completed, two of the recommended improvements: 1) a 1.5 million sub station west of Highwayl65.has been This constructed near the NSP 6 reservoir will accommodate storage needs for the water system, and 2) the water main loop improvement near the Skywood Mall was completed during the Summer of 1991. THREATS TO WATER SOURCE Contamination As was stated earlier, the City has four wells in which trichlorethylene (TCE) has been found. Wells 6-9 draw water from the Prairie Du Chien-Jordan aquifer. The only well to be taken off-line at this time has been Well 9. The City continues to monitor Wells 6-8 on a monthly basis and also spot checks the remaining nine wells within the system. The City has worked with the adjacent communities of Moundsview and New Brighton to determine from where the contamination may be originating. The most likely candidate for the source of the contamination is the Twin City Army Ammunition plant in Arden Hills. There are two "plumes" of contamination, from north and south of the plant. It has been determined that the contamination is not from the south plume; however, further study continues in order to determine the possibility of the contaminant occurring from the north plume (if available, map to be added) . The options the City currently has to correct this problem is to replace Wells 6-9 or to treat the water prior to it entering the system. The City continues to monitor the levels of TCE in the water to ensure that they are within the Minnesota Department of Health standards. Two treatment options would be: 1) air stripping, which releases the TCE into the air and then has to be treated, or 2) use highly activated carbon filters to remove the TCE from the water. The most efficient, although most expensive, way to remove the TCE is through the use of the carbon filters. The City has reviewed the treatment alternatives, but has not made a determination to begin treatment of the water. Restricted Supplies Another threat to the water source would include the threat of drought. As a result of the drought of the mid 1980 's, the Metropolitan Council was directed by the Legislature to examine the regional water supply system. The Council completed eight technical studies regarding the water supply and compiled a long term plan with nine recommendations. This long term plan was submitted to the Legislature for their review in the 1992 session. The City should evaluate the Council recommendations and resultant Legislative actions as to their impact to the City. IV. SANITARY SEWER SYSTEM 7 City The City of Fridley maintains a sanitary sewer system 2hich contains 624,400 lineal feet (107.28 miles) of pipe, and manholes. In addition, there map r are 14 lift of the system)sta ions located within The 1989 flow out of the system (see attachedP the City was 3 .73 million gallons per day. Regional System The Metropolitan Waste Control Commission (MWCC) operates the regional sanitary sewage system. Located within the Citytaree hre ree MWCC interceptors (see attached system map) . City n servedone by twoarea. Below are service reas which the annual have flows from 1980 into one service - 1988. ANNUAL SEWAGE FLOWS Total Gallons Service Area 1 Service Area 2 (millions) 768 1980 1,220 452 N/A 1981 1, 266 N/A N/A 1982 1,177 676 1983 1,233 557 1984 1,314 592 722 833 1985 1, 360 477N/A 1986 1, 397 N/A 1987 1, 373 608 765 566 837 1,403 1988 951 1989 1, 364 413951 1990 * 1,445 575 1991 * 1,455 470 985 * Estimates The annual flows for 1990 and 1991 are estimates which will be corrected once the MWCC has finalized the billing for the City. The MWCC controls the regional sanitary sewer system and operates the various treatment plants located throughout the system. The cost to the City for this service is determined by the annual sewage flows. The City is charged then credited based on they on the actual flowsfora projection ted is and the year. Future Flow Projections In 1980, future sewage flows were projected based on the following scenarios: People per 8 �,s , e ). ‘.4iiii. .. (2/. '•:-1-, A eic___V..71 -0,..,, • , - ./. . . ,mils,���d �I `T$ {Ns ' %-usrl: •rip,__..., ,,,I, r.v .,,,_-_-, I7—r - -- ,;witi.-- - I \ji - --,,,-, __ _,,,l,t..., u• L? WIPit --) -liwit-fre)_ _ T-1 tar-1/4*- rvim kr - --v --- Fillmitirlial ---.--:---- • --oil -,,,..E.-‘,.-1, -4 ,A.,/,,e.,..--,•,.. 7,t--1—., ,1 -W-----_- ------ ,.-1. A__iiiej r-km; -, \', 4 A„rdintii-wilIMIVIII le --:" .1 igi,.t iri = =- _ :. •• ,�lilt kit!. .Ijj 1_ r1 I" �� �'-�ri11I al . Z ', frith #-- - 7,--'10Pi-1/ r..i•fir-- . r) (Nib .. , lb i.. III) illIr I j (1:1,,Ps-------4.);?'"4""1$14--ill , : ,, .... - __ .__--.--__....sui.-fir_ A:.*TipWi , . ,,,,*: �� ems. 7%,-_ _).j.1•z1-.-.`-1..,,6_-_,_,„Tu_.41:;„7._:-__.2_.4_.:, ��1 11-pcip[witittiori ill - --, risiff$4 . t ��il '' �A\ 1 0r I,,i% -z ,, Lr i r' �� SANITARY SEWER . oil SYSTEM �'�,( ,y� mma NSSSO INTERCEPTOR ,.."w ""• p 111�1 - "" SANITARY SEWER LINE 10 OR GREATER C� I.- ri., i-,' • EXTENSION/RELIEF II SEWERS FIG. 6-2 'NNORTH Allb i CITY OF FRIDLEY i-__ PLANNING 6-11 MWCC M215 N• SUBAREA 10 Q y l 72• I APEX LS. II. 18" MWCC - M214 SUBAREA 9 to" is" I 12" `i _. SUBAREA 1 18" RICE MWCC 2�2"PM 60" M221 CREEK MWCC M2O1 r M2O2 LOCKE LAKE 1V N M203 p. re l SUBAREA T f ' ^� 15" \ IC 7 IS" CENTRAL AVE.LS. W RIVER 9d • > RD.LS I r2 SUBAREA 8 • 10" E I MORE co SUBAREA 4 ' M • • I +4 SUBAREA 5 SUBAREA 2 EMBERS 8" 8" SUBAREA 3 i2 ' SUBAREA I 21„ — MWCC INTERCEPTOR SYSTEM — NSSSD INTERCEPTOR SYSTEM 98" • LOCATION OF MANHOLE RECORDERS. III LOCATION OF PUMP STATIONS I •e5 ram" MONITORED 24" • LOCATIONONWELL GROUNDWATER MWCC • MWCC METER LOCATIONS MIOB 33" II i MWCC '�I . M2O000 MI09 I Residential Acre Population A 12 B 29, 100 18 44, 000 C 14 34, 000 The City projected sewage flows for 1990 of 4. 3 million gallons per day, based on Scenario C. The actual 1990 flow should be lower than those projected in 1980 due to loss in population of the City. The 1990 projections were based on the proposed 1990 population of 34, 000 people, and 1,708 acres of developed commercial and industrial property. Actual 1990 population was 28, 335 and the total developed commercial and industrial acreage was 1,469. The following chart compares actual and projected flows. ACTUAL AND PROJECTED FLOWS 1980-2010 LAND USE 1979 1990 2000* 2010* Residential Population 30, 000 28, 335 30, 000 30, 000 Developed Commercial and Industrial Land 1, 070 1,469 1, 598 1,728 Available Vacant Land 658 259 130 0 *Projections by Metropolitan Council CALCULATED MILLIONS OF GALLONS PER DAY: (mgpd) Residential (Pop. x 64.2 gal/day) 1.93 1.82 1.93 1.93 Developed C & I (Acres x 1284 gal/ day) 1. 37 1.89 2.04 2 .22 Total - 3 . 3 mgpd 3.7 mgpd 3 . 97 mgpd 4. 15 mgpd Metropiltan Council Estimated Flows 1988 3 . 6-3.9 3 .7-4 . 3 3 .7-4. 5 (millions of gallons per day) This flow rate may be affected by future redevelopment of parcels such as Lakepointe and the southwest quadrant of Mississippi Street and University Avenue. However, the increased rates from these areas will not exceed the capacity available to the City in the MWCC interceptors nor in the local lines. The rates are also well within the Metropolitan Council projections as stated in their 1988 Systems Statement for Fridley. In 1980, the proposed 1990 flow level of 4. 37 million gallons per day was within the available capacity of the interceptors. As the City has not developed at the 9 • rate projected in 1980, there is available capacity for the projected flows in 2010. Infilration and Inflow Infiltration and inflow is the occurrence of clear water within the system. Infiltration is the water which enters the system from the ground through defective pipe joints, manhole walls, broken pipes, and pipe location relative to the local water table. Inflow is the water which is discharged into the system from roof leaders, cellars, yard area drains, foundation drains, springs, swamps, and manhole covers. Federal law prohibits the treatment of clear water by treatment plants, as it increases the amount of water which flows through the treatment plants, a portion of which does not need to be treated. The Metropolitan Council has stated that local municipalities must reduce their rates for infiltration and inflow. Regional policy 1-5 states "reduce excessive infiltration and inflows through a program that: 1. Requires every community to be served by any proposed treatment plant or interceptor expansion/replacement project to have an acceptable and adopted infiltration and inflow reduction and prevention program as part of their local comprehensive plan. 2. Provides metropolitan incentives to the municipalities for reducing infiltration and inflow. 3 . Gives priority to the ongoing efforts of the Metropolitan Waste Control Commission to reduce excessive infiltration and inflow occurring in metropolitan interceptors. The Metropolitan Council will withhold its approval of additional capacity to communities not in compliance with this policy. The Metropolitan Waste Control Commission is currently conducting a study of infiltration and inflow within its interceptors. " The City conducted an infiltration and inflow study in 1982. The results of the study indicated that the amount of infiltration and inflow occurring within the City's system was not excessive enough to increase treatment costs. The study determined that it would cost the City more to reduce the infiltration and inflow than it would to treat the water entering the system. The City' s program to reduce infiltration and inflow includes a variety of methods. The City crews continually clean sewer lines and observe locations where large deposits of sand and solid material occur in the lines. Through these observations, the City will televise lines which have large amounts of collected solid materials. Televising of sanitary sewer lines began in 1967 , and has been done annually since then. If a line needs to be repaired, the City has used the process of Insituform in place repairs to 10 correct areas of inflow to the system. The City has also re- grouted manholes and installed self sealing covers in places where water congregates. Any private connections from down spouts, floor drains, root cellars, etc. are permanently plugged or disconnected from the system when found by City inspection crews. Septic Systems The City Code requires that all properties be connected to the sanitary sewer system. As of April 1991, there were ten properties which were currently billed as water-only properties. This may indicate that these properties are not connected to the sanitary sewer system and may continue to use septic systems as a method of waste disposal. An investigation was completed to determine the age of these properties which may lead to determining the age of the septic system. A large number of these properties were built in the 1950 's and early 1960's. The ordinance requires all residences to have and indoor flush toilet. If a residence is connected to a septic system and the system fails, it must be repaired immediately or connection made to the sanitary sewer system. As part of the City's ordinance, the City has adopted the following policy stated in Section 207. 02 of the City Code: "The City shall eliminate hazards to safety and health arising from defective sewage systems; and for such purposes shall extend its municipal or public sewers to all lands of the City as soon as is reasonable for the City to do so. " The City, through its Building Inspection Department, continues to encourage those residents with septic systems to connect to the sanitary sewer system when appropriate. • 11 . / Community Development Department L� PLA/sINING DIVISION City of Fridley • • DATE: August 8, 1991 TO: Barbara Dacy, Community Development Director FROM: ✓ Michele McPherson, Planning Assistant SUBJECT: Planning Commission Comments cm Sewer and Water Chapter Outline and Draft of the Comprehensive Plan from May 8, 1991 I have compiled a point-by-point response to the list of comments generated by the Planning Commission from their discussion of the Sewer and Water chapter of the Comprehensive Plan for your review and further direction. Water 1. I reviewed New Brighton's comprehensive plan regarding their goals and policies for water resources. They were required to drill new, deeper wells into the Mt. Simon/Hinckley aquifer to provide uncontaminated water supplies. Water is now supplied by both the new and old wells. Water from the old wells is treated by granular activated carbon facilities. New Brighton's policies include: A) encourage water conservation, and B) support efforts to identify, protect, and manage aquifer recharge areas. 2. Groundwater sensitivity will require intensive, County-wide geological surveying. Anoka County has opted not to do a groundwater sensitivity study. I will attempt to obtain a copy of Ramsey County's study as well as the sensitivity evaluation handbook produced by the DNR to provide insight and direction. 3. The Minnesota Department of Health has formed technical work groups to address the issue of wellhead protection. Technical guidelines are to be created prior to implementation of the program in 1993. Phased wellhead protection will begin in 1993 with new municipal wells. 4 . To be implemented in the Comprehensive Plan per your suggestion. I Planning Commission Comments; Sewer and Water Chapter August 8, 1991 Page 2 5. The information from the Metropolitan Council, the State Planning Agency, and our consultant HNTB indicates that water supplies will be more than adequate past 2010. The emphasis will be on managing water's interconnections. 6. I think that the Storm Water chapter needs to be kept separate from the Sewer and Water chapter. The Board of Soil and Water Resources is developing rules for evaluating water plans. I'm not sure how that will affect the Rice Creek and Six Cities Watershed plans. In addition, the overlay ordinances need major work as part of the implementation. Do we want to look at the FEMA activities to reduce insurance policy costs as part of our goals/policy/implementation? 7. Conservation policies should be discussed with John and Mark. 8. There is not a lot of hard, concise data about the "bigger" picture. That goes back to the issue of managing interconnections. 9. I do not understand the usefulness or relevancy of mapping the larger water users. What would be the determining factor? How many gallons per year is a large water user? The City itself may fall under this category, as we do a lot of irrigating and washing of vehicles. 10. I can get information on other contaminants from John. Sewer 1. I do not know how Don Betzold defines "major reconstruction", but the following projects are budgeted in Improvement Plan: g the Capital 1991 Rebuild Embers lift station 1991 Repair broken line between 58th $26, 000 $26, 000 and 59th and Hackmann Avenue 1992 Rebuild Georgetown lift station 1993 Rebuild Cheri Lane lift station $20, 000 $50,000 1994 Rebuild Nortel lift station 1994 Rebuild vet clinic lift station $30, 000 $20, 000 1995 Rebuild Riverwood lift station $30,000 Other projects are budgeted in conjunction with our various redevelopment projects/areas, i.e. Lake Pointe, Southwest Quadrant, etc. Continued maintenance of the system will occur through the use of televising lines and Insituform. Planning Commission Comments; Sewer and Water Chapter August 8, 1991 Page 3 2. Fridley is not in the storm/sanitary sewer separation projects. i believe that Minneapolis and St. Paul are about 75% - 80% complete. 3. I spoke with Darrel regarding the Sewer Availability Charge. One SAC = $650.00, and is defined as 274 gallons of sewage discharge per 25 hours. One single family dwelling equals one SAC. For all other land uses, there are pre- determined formulas to calculate the SAC. 4&5. I will contact the Metropolitan Waste Control and the MPCA regarding industrial sewage and hazardous waste in the waste stream. 6. In the material I have reviewed, I have not read anything ing about gray water usage. However, as regional plans policies are developed in response to the State Water Plan, it may be promoted as a conservation measure. MM/dn M-91-587 Community Development Department epartment PLANNING DIVISION City of Fridley DATE: March 20, 1992 TO: Planning Commission Members FROM: Barbara Dacy, Community Development Director SUBJECT: Final Environmental Impact Statement (EIS) for Light Rail Transit (LRT) System On March 16, 1992, I received copies of the Final EIS for the LRT system. Because we only received a small amount of copies, we had to make extra photocopies of the report in its entirety. We will be reviewing the Final EIS and the response to the City of Fridley's comments at the April 8, 1992. The deadline for comments is April 15, 1992; however, i am working with Tim Yantos to obtain an extension for Fridley to that deadline. The City Council would potentially review the Planning Commission's comments at its April 20, 1992 meeting. BD/dn M-92-191